HomeMy WebLinkAbout1704-38� COUPLING CAP
55;
An �°�°R' 300111"3yIIDia.hoIes(4 Req 'd.)
8
4Z � _4cJ0
��
5/—�300
..
jr
•I 3 311
7
/g x /g Square
8 �
hole (4 Req d.)
16
END VIEW
s
/� R.
rid 4
5„
/32 R
SECTION A -A
ia. carriage bolts I
2 9 % Ion 14 Ga. commercial
oving nuts. Nuts and bolts quality steel
galvanized. C4 Req'd.)
3/4' Dia. hole
-N
Y = Diameter Y —cv
riser l CSS I/�'
14 go. min.*
Sow cut
pipe
1
3/i6
h of inside pipe
COUPLING BAND
of tabs
—3� t -
32R —T8 (Ref )
N
6
roll12'to 20' Lengths�
(m2 Increments �
SECTION B -B
COUPLING ASSEMBLY
REM. II /12/75
5"t!j
16 R I A30**.34I� r—B M
C I�•:P �8
2 "R �%�R
END VIEW
TAB DETAIL C PIPE ASSEMBLY
SEMICIRCULAR PIPE UNDERDRAIN
NOTES:
I. Tolerance on all dimensions ist I/
32except "exce t as shown.
2. Corrugated lips at ends of underd ra i n may fall u p ,
down or at any intermediate position.
3. Corrugated top section shall be attached to bottom
section by tabbing as shown.
4.. One-piece coupling assembly with centering rib
on coupling cap may be used in lieu of two- piece
coupling assembly shown.
�Z WEL
DED STEEL COVER
0.42To accompany plans do>ed Au a u 518 / 977
6"Min
3 2:1 or Flatter Fill Slope
Slop o Downdrain flume 0.064" thick
corrugated metal 10 sections
1
Omit Anchor Assembly
I Flange where fill height< 5'
o Slotted holes for 6 Collor f" i
18 — 0 0 2 ppe
U. W 5j x 3 alv. bolt. Max
10 0 „ 16 /4 9 .
LL__ o Drill8tapfor 7.-
T
= - o SECTION A -A I/ "illi" bol
I d °° � � Ra s 2 2 of
�-- 4
cn
ape II 2" 0 .c .
rt kes - 0
,�, LL_ Flume
0.109 thick goly. , _ O& %*--
bulkhead — w o
.o Anchor
SECTION B - B A
ANCHOR ASSEME31 Y IL- _
CD
i Cover. Cover
�—
/j Galvanized Bolt and Nut
with Flat and Lockwashers
B d C I
oma'n
�""N."Bond
Couplers
/ T ____ - T_
11L
4504 1 1
ILAORS" ___
I 500 Max.
TERMINAL RISER VERTICAL RISER
Fertorotea meToi pipe risers ana perToraTea meT01 POPS
underdroin shown. Use type of pipe specified.
Cover—ft.,==� 4S. 4.
45• Wye
Bund Couplers /Bond Couple
4504
UNDERDRAIN RISERS
45* or 90• Wye
or 450
2' Min.
o�
UNDERDRAIN LOCATION AND
g RISERS ANGLED TO CUT SLOPE
REDRAWN 5/1/74
/l//2/75 —
REMOV. CAST ST. COVER, REV. D/M. 8 REMOV. WORD OR/LL firm WELD. ST. COVER
TAPERED INLET AND
I Use 10 length vfgutter flare on
both sides in sag location.
PLAN
—' "' "— ''ANDRAIN
Mt DO
11
2•-1X
2-.4100
3 Flattened
Corrugations
.109" thick
°° -1 a lv to r OD
I1- 11
O_..4
I
1-611
0.109" thick
WOW-
goly. Bulkhead
I�/2'Flange�
5/6" Goly. M.B.
in 3/8f x I" Slotted it �
holes.
TAPERED INLET
0.064 thick
galv.
A
5
DISTRICT
NT E
Post Mdes-Totoi Pro' ct
SHEET
TOTAL
00
5 d' O
CRIdna
38
39
L%G�C
14
R G'13T7 REO'CCIV�IL ENGINEER NONe8D2 SIGN
APPRovEo November 12, 1975
Weld'
�� 01
Clip bracket L 3% x2 �l
_ 2 4
I _ min. ga v.
�---
2 Dia hole
rn
I %
pipe stake 6' long
2
each side of flume.
Flatten or point.
ANCHOR DETAIL
SECTION A -A
v a
0-5 a� o
w cn
0 OL
0
o
3 � 0 SECTION B
0 :3 NOTE'. Cross-section of slope ditch ,
LL_ C � B maybe semicircular vee or
trapezoidal. Min. top width= 25
0 3�
�° Min. depth= 8"
R 1410 C
A *A 9n
12
> _j2' R �► c
Top of Dike
PLAN SECTION C -C
ASPHALT CONCRETE OVERSIDE DRAINS
To be used on fill slopes flatter than 2' I Use min.
1 0f length of gutter on both sides in a sag location.
NOTE:
This plan sheet supersedes plan sheet D87 -B.4 page 65 of the Standard
Plans Dated January, 1975.
SPECIAL DETAILS
A �BUILT OVERSIDE DRAINS
BY ---�" AND, UNDERDRAINS
NO CORRECTIONS THIS SHEET
RE��,� SD87-B5
110¢- Sb/s4 '
v
co00
t