HomeMy WebLinkAboutZ-6957 Map 8GALVF
METAL
1/2' EXPANSION JOINT /� l
2- NO, 6 BARS
Place 4' Dia, Stools At Centerline
of Inlet. Place Additional Stools
Equal Distance from Centertine,
not to exceed 4',
1/2' EXP, JT,
r � �
2'-0" WING LENGH
3'—O" UNLENLE S 6"
NOTED MIN.
#6 @ 10' EACH WAY
4'-0' MIN. DIA.
6'
FRONT ELEVATI❑N
NO, 6 BARS AT 6' EACH WAY
1/2' EXPANSION JOINT
TOP OF Ct,
EXP, JT.
DIA, OF
STRUCTURE
WALL THICKNESS
DIA. OF
OUTLET
PIPE
4
FT,
I,D,
6'
12'
THRU
27'
5
FT.
I.D.
8'
30'
THRU
42'
6
FT,
I.D,
8"
48'
THRU
54'
8
FT,
I.D.
10'
60'
THRU
72'
CURB INLET & JUNCTION BOX DETAILS
WIN
■
C B
4Y
PLAN
TABLE OF DIMENSIONS
SLOPE 1/4' PER, FT,
" @ JUNCTION
❑XES
Li
J
SECTION "A -A"
7
=`STEPS
(L
II. 10a 6' 4"
CURB INLET STEP
GENERAL NOTES:
1. Provide steps 15' on center in curb inlet box exceeds
4' in depth place ring and cover over steps.
2. Use double throat only where inlets are at tow point of
grade otherwise use one throat on upstream side of inlet,
3. Reinforcing steel as shown.
4. Cut and finish all pipe flush with inside of box.
5. Inlet throat to be beveled 45°
6. Costruct pipe so as to have a minimum of 6' clearance,
at structure.
7. For pipe diameters larger than 24' provide special detail
which shows accaurately the pipe arrangement in the structure,
8. Sub no. 6 bars and heavy ring and cover in top of junction
boxes in traffic areast,
9, Use two cont, stools if wing length is greater then 3'-0',
Dia.
Walt
IA
IB
IC
ID
IE
IS
14P
I P I R-1
R-2
IG -T
I WT
h
18'
21/2
9'
2'-3'
r -m•
V-1'
3'-0'
34
19'
29' 15 A
12'
2'
1000
11-4 4
24'
3'
191/9-13-7
2'-5•
W-lL,
W-0'
3.1
25'
33«. 16
14'
2,W
1600
1 w
10'
10'
11'
-r ;,° s--1;, s' -o'
31
3t'
3T 18
IS'
3"t
1940
V-4
1.34
1.84
3.00
3,73
r -m•
-1 y
s' -o
3n
3T
47 .S 24 '
20
3a
4100
r -e
4�'
4 :/2
'-9'
'-3'
3•-a•
B'-2'
6'-6'
3d
43'
3� a:.. D7 „�
22'
11.2
5380
V -e w
END SECTIONS - CONC. PIPE CULVERT
2" DIA WELDED EXTRA STRENGTH
GALVANIZED STEEL HAND RAIL
W/ TWO COATS OF KOPPERS PAINT
DIA,
I "1
0
I
N
'W'-4 "D"
END ELEVATION
QUANTITIES DIMENSIONS
SECTI❑N X -X
IWI E IWI
END VIEW
EARTH BACKFILL
r
i
ti
I t 18" TAR PAPER
TO EXTEND 6" INTO
1/4' MIN, TO 1/2" MAX, DITCH SECTION,
CLEAN GRAVEL,
4" PERFORATED DRAIN PIPE (OPTIONAL)
AS DIRECTED BY THE ENGINEER,
P
SECTION Y -Y
1'-6" x 1'-6" SUB -DRAIN DETAIL
3' PVC SLEEVE 12' DEEP W/
NON—SHRINK EPDXY GROUT.
N
f8
81
SECTI❑N
'D'
12'
15'
18'
24'
30'
36'
42'
48"
1 54'
60'
66'
'W'
4'
5'
6'
8'
10'
12'
14'
16'
18'
20'
22'
'H'
2'-2'
2'-6'
2'-9'
3'-3'
3'-9'
4'-4'
'-101
5'-5°
'-11'
6'-6'
r o irr
'T'
9'
9'
9'
9'
10'
10'
11'
114
lc"
12'
41
CUNIC
0,54
0.72
0,91
1.34
1.84
3.00
3,73
4.52
5.38
6,31
7,30
S
LBS
32
38
44
56
69
81
93
105
118
130
142
STRAIGHT TYPE - CONC. HEADWALL
L
CONNECTOR S=SLOPE
PIPE PAY LENGHT ��\� `D
SECTION 'A' -'A'
�A W �. A I'
'A'
PLAN
J
HAND RAILS TO BE
INSTALLED ON PIPES
48" IN DIA OR GREATER
Note:
Pour all joints with acceptable
Bituminous Joint Filler.
CIRCULAR PIPE
END SECTI❑NS
CORRUGATED METAL PIPE CULVERTS
CONCRETE FLUME
emwm_mv
¢ rK�i;vSAS N
�l* - ,£ t
)F
b
A
Note:
Pour all joints with acceptable
Bituminous Joint Filler.
G"
TYPE NO. 1 CURB AND GUTTER
Note:
Use Spillout Curb on high side
of street without crown.
For dimensions not shown, refer to 'Type No.1
Curb and Gutter Detail.'
G"
TYPE NO. 1 SPILLOUT CURB
uag d00Z hI 8E�L0 b aa0 paM OI1V0003\OI1VU(103\ZOOZ\�
CIRCULAR PIPE
D
DIA,
GAUGE
A
1" ±
MAX,
J.B
H
1"±
L"
1 %2
W
2"±
S
INCHES
12'
16
6
6 6
21
24
2%2:1
15"
16
7
8 6
26
30
2 %2 1
18"
16
8
10 6
31
36
2 %2 :1
21"
16
9
12 6
36
42
2 %2 i1
24'
16
10
13 6
41
48
2 %2 i1
30"
14
12
16 8
51
1 60
2 %2 11
36"
14
1 14
1 19 1 9
1 60
72
2 %2 d
42"
12
1 16
1 22 1 11
1 69
1 84
2 %2 11
48"
12
1 18
1 27 1 12
1 78
1 90
1 2 Y4 �1
END SECTI❑NS
CORRUGATED METAL PIPE CULVERTS
CONCRETE FLUME
emwm_mv
¢ rK�i;vSAS N
�l* - ,£ t
)F
b
A
Note:
Pour all joints with acceptable
Bituminous Joint Filler.
G"
TYPE NO. 1 CURB AND GUTTER
Note:
Use Spillout Curb on high side
of street without crown.
For dimensions not shown, refer to 'Type No.1
Curb and Gutter Detail.'
G"
TYPE NO. 1 SPILLOUT CURB
uag d00Z hI 8E�L0 b aa0 paM OI1V0003\OI1VU(103\ZOOZ\�