HomeMy WebLinkAbout1704-352I Ix4I II 1
X5
11 11 1 11
2x4x 3.6
1/4'x5" Lag screw
2"x4 11 x 31-8 11
N
0
1 -
L0
N
Spacers _
211x611x41.61.
o-
i
1-0
�$1
2� 3go `�
4� 6��
END VIEW
21 x4
Fi I le
bloc
!"min
TYPE III
3'-411
FRONT VIEW
PORTABLE TIMBER BARRICADE
NOTE: I Rails facing traffic to be ref lectorized.
16d Cement
coated nails
2"x8"x4-O" Rails
REQ 3�2o/'S
a\1Where weight needed to resist overturning by wind use sand filled bags.
t
�All timberto be S4S.
Use 3/g11 Machine bolts with nuts and cut washers.
Use 16d Cement coated nails for fastening 2"x8"' horizontal board to 2"x4" vertical posts.
UsV. e 11x5�� Lag screws for fastening 2"x4" spacer to 2��x6l' bottom support.
"
17/31/74 REDRAWN I 13/20/75 -REM. DIM.,ADD. WORD RA/LS 8 REFLECT. /VOTE
PUBLIC ROAD INTERSECTION
R= 1201
R=32
R=120 -
i
12�
I..---100 _
Edge of
Pavement
Shoulder � 10.33�
� ��I��7
__ 0. '
�0.12'min.
Surfacing 3�
- I -
0,017'DIKE
r�
R=25
Variable
� R=120
I
R=32 �
A371 � R=120 Edge of
Pgvemen
Imo- 50 '-o-I
FR3325�
Variable
I
PRIVATE ROAD INTERSECTION
3!��7 ---�--�DirectionOftrpf fic
To accompany p/ons doted �uow g. 1977
CHIEF, TRAFFIC BRA
REGISTERED CIVIL ENGINEER NO.11210
APPROVE.. -March M 20,19 75
1
11
_ 1 11— S 1 -2
11 1 a
20 20 45 • 14 -8 10-6 �O� �;
5 5
s•e �,, �-,
Ltof
N '—
tra{fic � NOTE
�
01rect1On Minimum spacing 5�. �
� Spacing to be bar length between 5� and 2spacing. �
When length is d or more a 5� bar shal I be used at each end. >
TRANSITION 2 TO 4 LANE. w
i
�f Standard double stripe by others. �
0.25 0.4 2.' � 0.25'
I
Variable cut slope
� Fill and compact with excavated
0.5
! material to top of dike
0.12 min:
Shoulder Edae
3 '
0.5 1 DIKE -TYPE A
0.25 0.4
min. Variable cut slope
Fill and compact with excavated
p.5 material to top of dike
Compact A. C. against excavated face
0.12 min. ="7/ 2 1 I or steeper
Shoulder Ede min.
0,5'DIKE-TYPE B
4�'Variable a
1dto20
0.33
DIAGONAL RAISED BARS
6'
141 J
I
T- TRAFFIC BARS_
0.08 Rad. 0.67'0 0.08 Rad. 4
00
50
0.25
0.08' Rad.
CROSS SECTION SIDE VIEW
TYPE A
AS BUrLT
NO CORRECTIONS THIS SHEET
'J K
,0.67 d o1 �
I I
CROSS SECTION SIDE VIEW
TYPE B
RAISED TRAFFIC BARS
NOTE:
This plan sheet supersedes plan sheet A73-8 page 15 of the
Standard Plans dated January, 1975.
SPECIAL DETAILS
TIMBER BARRICADE,
RAISED TRAFFIC BARS,
DIKES AND ROAD INTERSECTIONS
ISDA73-9
DISTRICT
COUNT E
Post Miles -Total Project
SHEETTOTAL
NO,
SHEETS
06
` O
C-R Fna
35
39
CHIEF, TRAFFIC BRA
REGISTERED CIVIL ENGINEER NO.11210
APPROVE.. -March M 20,19 75
1
11
_ 1 11— S 1 -2
11 1 a
20 20 45 • 14 -8 10-6 �O� �;
5 5
s•e �,, �-,
Ltof
N '—
tra{fic � NOTE
�
01rect1On Minimum spacing 5�. �
� Spacing to be bar length between 5� and 2spacing. �
When length is d or more a 5� bar shal I be used at each end. >
TRANSITION 2 TO 4 LANE. w
i
�f Standard double stripe by others. �
0.25 0.4 2.' � 0.25'
I
Variable cut slope
� Fill and compact with excavated
0.5
! material to top of dike
0.12 min:
Shoulder Edae
3 '
0.5 1 DIKE -TYPE A
0.25 0.4
min. Variable cut slope
Fill and compact with excavated
p.5 material to top of dike
Compact A. C. against excavated face
0.12 min. ="7/ 2 1 I or steeper
Shoulder Ede min.
0,5'DIKE-TYPE B
4�'Variable a
1dto20
0.33
DIAGONAL RAISED BARS
6'
141 J
I
T- TRAFFIC BARS_
0.08 Rad. 0.67'0 0.08 Rad. 4
00
50
0.25
0.08' Rad.
CROSS SECTION SIDE VIEW
TYPE A
AS BUrLT
NO CORRECTIONS THIS SHEET
'J K
,0.67 d o1 �
I I
CROSS SECTION SIDE VIEW
TYPE B
RAISED TRAFFIC BARS
NOTE:
This plan sheet supersedes plan sheet A73-8 page 15 of the
Standard Plans dated January, 1975.
SPECIAL DETAILS
TIMBER BARRICADE,
RAISED TRAFFIC BARS,
DIKES AND ROAD INTERSECTIONS
ISDA73-9