HomeMy WebLinkAboutSWP2702149.110
N
ELEV. B
PLACE ORA/NFILL
6" BEYOND 6"
PERFORA TED DRA/N
PIPE
PLACE FIL TER FABRIC
BETWEEN DRAINFILL
AND EARTHFILL AT
ALL POINTS OF
CONTACT —
!�T /Y,LJ,I JLIILL/Y
PLAN
1 0 5
LM
--,
Scale in feet
A
PLACE FIL TER FABRIC BETWEEN
DRA/NF/LL AND EARTHFILL A T
ALL POINTS Of- CONTACT
i
EXISTING BOX
CUL VERT WALL
DETAIL
DRAINFLL
O •.
6" PERFORA TED
PVC DRAINPIPE
i CO VER PIPE OPENING
WI T7h STAINLESS STEEL
1/4" MESH SCREEN
STRUCTURE
_ 3 BACKFILL,
G� iO _ L1MlTS
CONS TRUC
JOINT
i - Q� Q- Q- Q- Q- 0
• .
O_ J O O O O O
,.• U O O O O C C
o(-)o 0 0 0 0 0 0 0 0°0°0°0°0°0°0°0
000o00000000000000 000000100000000°O°O
O o 0 0 0 0 0 0 C O 0 0 0 0 0 0 0 0
0 0 0 o O O o 0 o O O o 0 0 0 0 0 0
-O_0-0-0-0-0_O_0-O O._O._O.-o_ 0-0,-_O_.N....0_-
VARIABLE DIMENSIONS
WNGWALL LOCA nAN _
A
8
S. W. CORNER OF S. R. 405 BOX CUL VERT
40'- 0 "
ELEV. 70.0
M W. CORNER OF S R. 405 BOX CUL VERT
20 ' 0"
ELEV 8.0
S. W CORNER OF GRAD WA Y BOX CUL INERT
40' 0"
ELEV. 15.0
(FLA T TOP)
1 -0"
i I
6 " PERFORA TED
I �
P VC DRAIN PIPE
-- 6 " END CAP
---------------------
— - - - - - -- - - - -----+�--
I
I
I,
I i
I
`0 0 D O O O 0` C 0- O 0 0 0 0 O O 0 0 ClO
°o°C°C°o°o°0°0°0°0°0°0°0°0°0°0°0°000°0°0°
O O O O O O O O O O O O O O O O O 0 O 0 0
000U00°000000000 0000000000000000C0C000U0C
FDUNDA TION BACKFILL
ELEVA TION
1 0 5
Scale in feet
EXISTING BOX
- CUL VERT WALL
FOUNDA TION BA CKFIL L
SECTION A
1 0 5
Scale in feet
NOTE•
VIEWS AND DETAILS REPRESENTED ON
THIS SHEET ARE TYPICAL FOR THE
THREE WNGWALLS INCLUDED IN THIS
CONTRACT.
FIL TER FABRIC
(FULL HEIGHT OF WALL)
I 3'
314" PREFORMED
JOINT FILLER
JOINT SEALER
DETAIL Q
2
Scale feet
3/4 " PREFORMED
JOINT FILLER
i
JOINT SEALER
DETAIL _B
N..5.
DETAIL
40' 0"" WING WALL AT
S. W. CORNER OF S. R. 405 BOX CULVERT
STEEL SCHEDULE
LOCA77AN
MARK
OUAN.
SIZE
TYPE
LENGTH
o
b
UNEXP & STY
1
30
6
VL -6
14 '- 0 "
72'-- 0 "
- 2'-0 "
__--__--_-_
UNEXP _—_--
2
10
5
ST
39'-2"
39'-2"
__----
UNEXP & BTM_
_
JD
_
29
6
21
8'-0"
6'-0',
2'-0"
UNEXP & BTM
C4D
59
6
21
5'-0"
3"-0"
2'-0"
--
7OP
9
6
ST
38 "-11 "
is' 11 "
_C5D
EXP
6D
2
5
21
15'-7"
13'-7"
2'-0"
_
TOP
7
2
6
ST
39'-8"
39'-8"
_
TOP -
8
11
6
Sr
39'-7"
39'-7"
_
BTM
9
9
5
ST
38'-11 "
BTM & TOP
CIOD
2
7
ST
1'-9_"
1'-9"
BTM &TOP
1 /
2
7
ST
2'-5"
2' -5"
BTM
12
2
5
ST
39'-8"
39'-8"
BTM
13
1
5
ST
39'-6"
39'-6
BTM & TOP
CI4
118
7
ST
10'-8"
10"-8"
UNEXP
C 15
4
5
VL-5
19'-9"
19'-9"4 V
EXP
16
39
5
VL-7
14'-0"
12'-O'AV
2'-0"
EXP
17
5
6
VL-B
16'-3"
16'-3' 4 V
EXP & UNEXP
!8
2
5
ST
39'- 4 "
39'- 4 "
20' 0 " KING WALL AT
N. W. CORNER OF S. R. 405 BOX CULVERT
STEEL SCHEDULE
LOCH 7700V
MARK
WAN.
SYZE
TYPE
LENGTH
o
b
�
UNEXP & BTM
ID
15
6
Vr -2
13'-1 "
11 '- I A V
2'-0"
UNEXP
C 2D
8
5
UNEXP & BTM
JD
14
6
21
8'-0"
6'-_0"
2'-0"
UNEXP & BTM
C4D
29
6
21
5'- 01,
3'-0 "
2'-0"
TOP
C 5D
9
6
ST
18'- 11 "
18'-11 "
EXP
6
2
5
21
15'-7"
13'-7"
2'-0"
TOP
C 7
2
6
ST
19'-8"
19'-8"
_
EXP & TOP
c8D
1C9D9
9
6
ST
19'-7"
19'-7"
BTM
5
ST
18'-11 "
18'- 11"
BTM & TOP
IO
2
7
ST
1'-9"
1'-9"
BTM & TOP
C I1
2
7
ST
2'-5"
2'-5"
BTM
C12-D
2
5
ST
19'-8"
19'-8"
BTM
CIJD
1
5
ST
19'-6"
19'-6"
_
BTM & TOP
C14
78
7
ST
10'-8"
10'-8"
UNEXP
15
6
5
VL-1
9'-10"
9'-10'AV
EX10
16
19
5
VL-3
13'--0"
11'0 AV
2'-0"
EXP
17
7
6
VL-4
8'-10"
8'-10"AV
EXP & UNEXP
18
2
5
ST
20'-4"
20'-4"
40' 0" KINGWALL AT
S. W. CORNER OF GRADY WA Y BOX CUL VERT
STEEL SCHEDULE
LOCH 77ON
MARK
QUAN.
SqZE
TYPE
LENGTH
o
b
c
UNEXP & BTM
ID
30
6
21
15'-7"
14'-6"
2'-0"
_ _
UNEXP
2
8
5
ST
39'-2"
39'-2 "
___
UNEXP & BTM
3
29
6
21
8'- 0 "
6'-0 "
2'-0"
_
UNEXP & BTV
C 4D
59
6
21
5' 0-
3'-0"
2' -0"
TOP
5
9
6
ST
38'-11 "
38'-11 "
_
6D
2
5
21
15'-7"
13'-7"
2" -0"
_EXP _
TOP
C 7D
2
6
ST
39'- 8 "
39'-8"
TOP
c8D
9
6
ST
39'-7"
39'-7"
—
BTM
CqD
9
5
ST
38'-11 "
38'-11 "
BTM & TOP
10
2
7
ST
1'-9"
1'9"
BTM &TOP
I1
2
7
ST
2"-5"
2"-5"
_
-
BTM
C,12D
2
5
ST
39'-8"
BTM
13
1
5
ST
39'-6"
39'-6"
3/?W & TOP
14
718
7
ST
10'-8"
10'-8"
_ _
- UNEXP
15
7
5
ST
39'-2"
39' -2"
_
-- --- EXP --�
16
39
5
21
15'-7"
13'-7"
2' 0"
---
-—EXP
17
7
6
ST
39'- 7"
39'-7"
— -
0
ST
bl o
21
c=3"-0" to
16'-1"
a=9'-10"AV
IVL-1
a=7'-8" to
b
14'-6"
o=11'-1'AV
VL -2
a=7'-8" to
14'-3'"
b a= I I' 0'�4 V
VL -3
a=O'-8" to
17'-0"
a=8'-10"AV
VL -4
SPLICE LENGTHS
19 " MIN
#5
23'" MIN
#6
27" MIN
#7
0= 8'-1 " to 31 '- 6"
a=19'-9'�4 V
VL -5
a=9'-7" to 14'-6"
b a=12' O';4 V
VZ- 6 a=9'-7" to 14'-5,.
b a=12'--O'A V
VL-7
a=0'-8" to
a=16'-3"A V
VL -8 •
9()
Ld
L"
w
a
Q
a
Q
0
0
0
0
�i
Q
0
REVISION NO
DRAWNG NO.
ESGR-3
SHEET_ / I OF 21