HomeMy WebLinkAboutTED4001398.18STRUCTURE
NOTES
IviolaN No STATE FEb Alt) FIROJECT No SMEtt NCB.
e WASH.
i 3
(
N
b
V)
7.
� W
0 t`-
n
r\
�
K
a 00
O
W
W
LIB
_T1
s
t
Z
L�
Lij
q-
W
CL
W
Li J W
Q
LJ
Z
a
��,
Er W
U
W
J
Li.1
W
L ;I I
I W
��
-�
_Z
W
D
J
U
z
Q
Z
U
I
U
Cr�Y
W
W
?�
W
zQ
O
W
W
W
ll
W
L-
111
LL
Z
O
CY
O
Y
U
U
z
z�1
U
-
0
Z
_
Z
-
W
W
U
W
c�
��
cv
O
N
O
�-
ry
j
_
(._)
I
I
W
I
J
The first number of
Q
Q
m
=
N
"'
W
U
0-
C
W
d_
W
W
I W
� Li
+n
W
I
�
d%
"CODE DESIGNATION"
refers to the sheet
>
Z
1-
Q
>
�
�n
U
Z
W
W
W
W
F-- W
W I.-
W
U Z
rY
�
rr W
W �-
Cr W
L�1 I-
O W
f--
O W
�--I-
W
II_
>--
d
>-
(1_
>-
w
�-
W
!
U
W
Z
number of the contract
The
U
X
-
LL
Y
W
>
f-
Q
Q
U
Q
--
W
d
W Lt1
W
W
O N
LL CV
w
W
z W
W
CV
W
CV
O
I
►-
�-
�-
U
Z
j
I
0
J
LtJ
Ur
plans. second number
W
U
Q
>
X
U
CO
QU-U--w
Q
Q
Z
�Q
Q
�- Q
Q
Z
Z
Z_
_Z
�-
, O
Z
W
refers to the construction
feature found on the
W
Q
Z
(-
Q
U
W
W
W
Z
Z
z-
0-
Z U
Z Q
W w
W
t/)
�n
Q
(�
r)
Q
Q
Q
Q
W
J
U
W
U
Q
i
u
O
t
Pa rticular sheet.
CO
Q
X
W
J
w
0-
W
Q�
CAW
Q�
QW
O
(>=U=U=
O
O
W
�
U
W
J=
W
J=
W
_I=
W
J=
co
M
m _
z
-
F-
J
I-
W
_J
a-
I
~
U
U
-'Z
W-
Qo
_�
W
Z
ZJ
�
U
Z
�~
W
��-
�W
U
Z_
U
Z
U
Z
v)W
Z
OU
=Z
OU
=Z
OU
=Z
OU
Zz
_
_
=L`
W
w
Q
! =
U
i
i
I
�
W
>�j
Q
U
W Cr
U D
Q D
Z
Q
W
Z
Q-
-Z-Z
Q-
Q-
to
Q
F=
to
z
z
z-
z-
�
-�
U
F-
U
�-
U�
�-
;_
'Q
w
z
Z
I i
I
u
W
F-
CCW
WO
tQ
=Q
O
�
ZQ
ZQ
JN.JLoJ�
JW
W
<ac)
QN
Q00
QN
Q
Q
Q
QN
U)
O
Q
;
n
W
C� co
W
_
=
U
[L r-
CL �-
W �--
U ;/�
F-
�t
t\
►�
Q
U
U
U r-
Q
U
=
-
CODE
Z
j
>_
>7
>-
>-
I
DESIG-
STATION
>-
>
>-
�
�
�
�-
V-
LL
ILL
LL
V-
Z
Z
Z
Z
Z
Z
Z
Z
Z
�-
Z
j
REMARKS
NATION
U
U
0
U
U
U
J
-1
_1
._1
_._1
_I
-1
-J
O
O
O
O
O
O
O
O
O
___J
O
U
2 3 - 26
1505+13 Rt.
1
-27
1505+27Lt.
1
i
- -
_
CONNECT TO BRIDGE DRAIN
-28
1505+65Lt. _ -- _
6'
�
- ___
----
�--- -
-_-
-
_
-�-
-
- -
_
-
-
---
- 29
CC650 to C.C.11+50
..+- -
1
-_
-_
+- -
6
SEE CHANNEL CHANGE PROFILE SHEET
-30
1506+33Rt.
1
9
-31.
-32
1508+33Lt. - - --
1509+85Rt.to 1510+80Rt.
_
46
10
20
'
89
89
--
1
_
_
_
_-
- --
_
t
_
3 .
_---__-_-
2,7
CONNECT TO BRIDGE DRAIN --
-33
151 0+ 80Rt.to 151 1 + 77Rt.
55
10
90
_
90
-
--
-
1
---
-
_--
_ -----
-
----
----
�. +
3,7
-34
151 0+ 98Lt.
+ 27 Lt .
7
_
-
i
CONNECT TO BRIDGE DRAIN
3 - 35.1511
--
- --
------
--- --
i
I
2
4 - 1
151 1 + 52 Lt.. to 1511 + 52 Lt.
36
6
44
42
-
�---
-
7
-
-
--
-
- -
-
---
-
---_-
--
--
--
----
-
-�
_
--
--
-
_
� J_.8
-
-
_- -
2 5, 4
3, 7,17----
-- - - ------ - -
- 2
+
151 1 77Rt.to 1511 52 Lt.
86
10
--
-6
-
-
-
--
--
--
--
---
_
76_
--
-
-
--
-
74
155
-
-
,
--
-
- -
_
-
___
- _
_
__
--
1
- --
--_--
--
-
-. t
- 3
51 1 + 72 -----
10
_
---
_ _ _
0.5
- -
- --
- -
140
155
-
- -
-
_ --
-
- -
-- -
-
9._10
-
11 77 Rt. t o 1513+ 4 2 R t.
95
17
_
- --
,7
5
1512 +02Rt. to 1513+42Rt.
11 0
- --
-
-
-
- -
- 6
1513 + 42Rt. to 1517+ 35Rt.
54
105
-
_-
345
-_--
--
54
-
_-- _.
-
-- -_ .
.-
_--
1
-.-__
-
3.0
2 7
- 7
+ +
513 42Rt. to 1513 98Rt.
27
7
8
54
- 8
1514, 08Rt.
1
1
71216
-
- 9
1513+72Lt.
-
208
206
1
3,7
-10
1511 + 52Lt. to FR 2,6+10Rt
326
22
�
-1 1
FR-2 6+OOLt. to ER-2,6+10Rt
1
3
--
--
--.
--
21
-
2.1
194
20
-- --
_
--
-
-
13,7
--
----
-
-
--
-
----
--
-
-
_
-
--
- -
_.
-- - -
-
-_--._--
- - -
- -
-
-
--
--
- -
-
--
---
2.7-
7
2.7
_--
__ - -- -- ---
-12
FR-2,6+10Rt.toFR-2,8+07
275
20
194
20
-
-
_
-1 3
FR-2,8+07Lt. to FR-2, 8+07Rt
10
3
--
- -
-
-_----
- -
2.7
-1 4
514 + 62 -
10
---
-
-
1
--
_
-
-
--
_
---
--
----
_
-----
-
-
-
-
-- -
----
---
- -
1
9,11
-1 5
FR-2,8+07 Rt.to 1516 + OOLt
88
8
76
76
1
-
--
- -
-
--
- --
p
-
_
-
2 ,4 , 7
-1 6
FR-28+07Rt.to FR-1,9+00
97
101
92
__
92
17.
--
-
---
--
__
__
--
----
----
--
--
-17
FR-1,8+20
toFR-1,9+00
52
9
78
78
1
__
__
---
�
----
-
�.
-_--
- -- ------------------
-1 8
516+00Lt. to 1517+85Lt.
212
20
182
182
-
-----
12,7
--
-19
D-3,11+41
to D3,14+30
143
253
---
320
5
_. -
--
--
--
�00
5
-20
517+85Lt. to 1519+4JLt.
154
17.
163
163
1
-
-
-
- -
---
- -
---
-
--
-7,3
2.7
-21
1518 +75Lt. to 1519+50Lt.
25
_
10,11
7
-22
519+10Rt. ----
1
1
-23
1519+5011-t.
2
1
--- --
- - --
-
- --
-24
1520+25Lt.
2
1521 + OO Rt.
1
1
9
1
-
--
---
-- -
-
---
----
--
7 ---
- -------------
1.
2.
3.
4.
5.
6.
7.
8.
9.
` 10.
11.
12,
13.
14.
15.
16.
17.
GENERAL NOTES
METAL. P1r E NOT ACCEPTABLE
METAL ALTERNATE TREATMENT 2 OR 5
METAL ALTERNATE TREATMENT 5- ONLY
USE SOLID METAL COVER AS PER WSMD. STD. PLAN B-19
SEE DRAINAGE DETAILS, SHEET
SEE ROADWAY SECTIONS, SHEET
SET TOP OF GRATE 112 INCH BELOW GUTTER
EXTEND EXISTING PIPE
PLUG EXISTING PIPE
REMOVE EX!STI NG PIPE
REMOVE EXISTING MANHOLE, CATCH BASIN, OR INLET
PLACE OUTLET PIPE ON SIDE OF CONCRETE INLET
USE BEVELED END SECTION INLET END
USE BEVELED END SECTION OUTLET END
USE UNIT "P" AS PER WSJ -ID. STD. PLAN B-6
SEE SPECIAL PROVISIONS
BURIED TELEPHONE CONDUIT TO BE ADJUSTED BY OTHERS
�, - 13 c/Ny I 'F
MiCROFILME1�