HomeMy WebLinkAboutC-110 Storm & Drainage DetailsQ _
M
G or
T (Groove —Outlet End)
(Tongue —Inlet End)
SECTION A -A
inch, per side.
HORIZONTAL FLARE
Wall
N
/'PQ.
"7 O
VERTICAL FLARE
SECTION B-B
—1/2" R
—1/2" R
Wall
0
DIA.
WALL
G or T
WT. SEC.
A
B
C
D
E
DIA.+1
R-1
R-2
SKIRT
12
2
1 1/2
530
4
24
48 7/8
72 7/8
24
13
10 1/16
9
3 1/2
15
2 1/4
2
740
6
27
46
73
30
16
12 1/2
11
3 1/2
18
2 1/2
2 1/2
990
9
27
46
73
36
19
15 1/2
12
4
21
2 3/4
2 1/4
1280
9
35
38
73
42
22
16 1/8
13
4
24
3
2 1/2
1520
9 1/2
43 1/2
30
73 1/2
48
25
16 11/16
14
4 1/2
27
3 1/4
2 1/2
1930
10 1/2
48
25 1/2
73 1/2
54
28
17 3/4
14 1/2
4 1/2
30
3 1/2
3
2190
12
54
19 3/4
73 3/4
60
31
18 5/16
15
5
33
3 3/4
3 3/8
3150
13 1/2
58 1/2
39 1/4
97 3/4
66
34
123 3/4
17 1/2
5 1/2
36
4
3 1/2
4100
15
63
34 3/4
97 3/4
72
37
24 1/16
20
5 1/2
42
4 1/2
3 3/4
5380
21
63
35
98
78
43
27 1/4
22
5 1/2
48
5
4 1/4
6550
24
72
26
98
84
49
28 1/8
22
5 3/4
54
5 1/2
4 3/4
8040
27
65
35
100
90
55
32 7/8
24
6 1/4
60
6
5
8750
30
60
39
99
96
61
36 3/4
24
6 3/4
66
6 1/2
5 1/2
10630
24
78
21
gg
102
67
35 11/16
24
7 1/4
72
7
6
12520
34
78
21
gg
108
73
38 5/8
24
7 3/4
78
7 1/2
6 1/2
14430
24
78
21
gg
114
79
41 15/16
24
8 112
84
8
7
16350
24
78
21
gg
120
1 85
44 13/16
24
9
NOTE:
Manufacture of end section is in accordance with applicable
portions of A.S.T.M. specification C76.
PRECAST CONCRETE END SECTION
Scale: N.T.S.
VARIES 1 2'-0"
3•� M
��<\ � StOpF
TOPSOIL BACKFILL
VARIES
1' (min.) Sv( pf-
apX• i<
TOP 6" WITH TOPSOIL
TYPE I GRASS LINED SWALE
Scale: N.T.S.
SLOPE CONCRETE TO DRAIN
AWAY FROM C.O.
6" CONCRETE PAD E
3500 PSI
45` BEND
WYE
6" MIN. OF GRANULAR
BACKFILL (3/4" CLEAN
CRUSHED ROCK) F---,
IN OPEN
6" (MIN.) TOPSOIL
SOIL BACKFILL
CLASS II GRANULAR MAT'L PER ASTM D2321
COMPACTED TO 95% STD. PROCTOR
ww
aCL
aCL
do z
N61 �
W
aM m
0 00
HEAVY DUTY FRAME & COVER
W/ LETTERS "C.O." CAST IN COVER
PER LOCAL STANDARDS.
THE COVER & CONCRETE SHALL HEAVE
FREELY ON THE PVC PIPE DURING
6" FREEZE/THAW PERIODS.
THREADED PVC CLEANOUT PLUG
11 FINISH GRADE
,77
. GRANULAR BACKFILL
\'/�� (3/4" CLEAN CRUSHED
�\ ROCK)
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
FLOW
LJ
/\\ �\//�\\�);>xw `
UNDISTURBED EARTH
NOTE:
CLEANOUTS REQUIRED ON SANITARY SEWER SERVICE LATERALS
AT 5' OUTSIDE BUILDINGS (2—WAY C.O.), EVERY CHANGE IN
HORIZONAL & VERTICAL DIRECTION GREATER THAN 45' &
AT 100' INTERVALS.
CLEANOLIT
BENEATH OR W/IN 5' OF
UNIFORM CUT LINE
ASPHALT/GONG
NEW STREET SURFACES f—EXIST STREET SURFACE
WIDTH
CLASS II GRANULAR MAT'L PER ASTM D2321
COMPACTED TO 95% STD. PROCTOR
NOTES: CLASS II GRANULAR MAT L PER ASTM D2321
COMPACTED TO 95% STD. PROCTOR
1. NEW STREET SURFACE SHALL COMPLY WITH LOCAL AUTHORITY JURISDICTION.
2. TRENCH WALLS TO BE SUPPORTED AS REQUIRED BY OSHA.
3. MIN COVER TO BE BELOW OFFICIAL STREET GRADE.
TYPICAL TRENCH SECTION
TRENCH WIDTH TABLE
PIPE
0
MIN
WIDTH
4"
1'-9"
6"
V-11"
8"
2'-2"
10"
2'-4"
12"
2'-6"
15"
2'-10"
18"
3'-3"
24"
4'-0"
30"
4'-8"
36"
5'-4"
42"
6'-0"
48"
6'-8"
54"
7'-4"
60"
8'-0"
HOPE PIPE (N- 1 Z OR EQUAL)_
N.T.S.
This drawing and/or specifications is provided as an instrument of service
provided by Cash Waggner & Associates, PC and is intended for use on this
402 EAST 1 3TH STREET
N ❑.
DATE
BY
DESCRIPTION
WILLOW HAVEN SENIOR HOMES
DATE:
project only. All drawings, specifications, designs, models, ideas, calculations,
and arrangements appearing herein constitutes the original and unpublished
Work of and remains the property of Cash Waggner & Associates, PC. Any
`A` G A`
SUITE 1 ❑ 1
JASPER, IN I 47546
(n
PROJECT NO.:I 19-3957
PROJECT:
MEMORY CARE HOMES
• ■
9 9 9
Q
mm.dd.yy
INI
Description
reproduction, use or disclosure of the proprietary information contained herein
without the prior written consent of the Cash Waggner &Associates, PC is
`v `v
ENS G�
C A S H W A G G N E R P 8 1 2.6 3 4. 5 0 1 5
z
o
DESIGNED BY:
N RW
ADDRESS:
1 3 1 4 5 WEST ROAD
DRAWN BY: DIM
I I I
DRAWING N❑.:
strictly prohibited.
Written dimensions shown hereon shall take precedence over scaled dimensions.
p v
O� �
O
H:
FAX: 8 1 2.6 3 4. 5❑ 1 7
C A R M E L, I N D I A N A 4 6 O 7 4
Contractors shall calculate and measure required dimensions. Notify Cash
Waggner & Associates, PC with any variations in dimensions or conditions from
those indicated these drawings. This drawing based
11 p,P R G /� /�
F O
CELL. 8 1 2.6 3 1 . 3 9 6 4
& A S S O C 1 A T E S
_
W
0
FILENAME:
13857Strm-Dtl
on was on available
information. Commencement of Work constitutes verification and acceptance of
�(// �(//
�
NO
1 , P C EMAIL: N WAG G N ER@
Q
LAYOUT T,,.: Layout
Layout
STORM sc
0
I�
SCALE:IAs Shown
existing conditions.
CASH WAG G N E R . C ❑ M
CONSUL71NG I ENGINEERING I SURVEYING
SHEET TITLE:
Application of a material n equipment n Work installed by others constitutes
acceptance of that Work and assumption of responsibility for satisfactory
S I G N AT LJ R E DATE
CAS WAG
DRAINAGE D E T A I L S
� Z
installation.
W W W . H G N E R . C O M
Q
❑ F: