20191336 Ver 2_Permit Drawings_20200413

0--SW F:nrekp 10: ASCOECUF 01748 I1 510.056367eEBMC
12+50 13+00
VERTICAL GRADE DATA -L-
i
(+)0.3010%
PI = ll+B2.00
EL = 745.96
VC=100'
H. ��=v0,0�1
FILL FACE n, END BENT
G.P. EL. 746.33
BEGIN FRONT SLOPE
STA.12+96.47 -L-
G.P. EL. 746.31
T60
-750
740----=ROUND
-�
P
730~ o
APPRO4jy
720
CLASS II
RIP RAP
(TYPJ
TA.13+05.64 -L-
'ORK POINT 1
ILL FACE Q END BENT i
:GIN FRONT SLOPE
(A.12+96.47 -L-
?+94.80 -L-
APPROACH SLA B
-TO SR 1252
I
13+50
SPAN A
14+00 14+50 15+00
SPAN B
V-7"MIN.
BERM ITYP.)
1'-0"MIN.
EARTH BERM
(TYP.)
EL. 740.2
(025)
EL. 742.9 EXISTING
(0100) SUBSTRUCTURE
(TYP.)
IX.
_
EL. 727.98 FIX,•FIX.
70P OF
DRILLED PIER
r j
;FIX. FIX.
I I ,
EL.725.'
I i TOP OF
SPAN C
_Z DRILLED PIER
Ile
EXCAVATE TO
EL. 735.0
(GRADE TO DRAIN) TEMPORARY ACCESS
END BENT 1 BENT 1 BENT 2
SECTION ALONG -L-
SECTIONS Q END BENTS & BENTS ARE Q RIGHT ANGLES
STA.13+91.87 -L-
WORK POINT 2
BENT 1 CONTROL LINE
i!N
14+77.00 -L- 1 STA. 15+67.13 -L-
'K POINT 3 WORK POINT 4
T 2 CONTROL LINE BENT 3 CONTROL LINE
. S7A. 14+72.00 -L- TEMPORARY
OF BRIDGE F: •.rt: ACCESS
1 1
4 �
_1�EXI57ING STRUCTURE Ir 4 ,_
16+00
SPAN D
UNCLASSIFIED
STRUCTURE
EXCAVATION
(TYP.)
EL. T4st
FIX IXi TOP7OF Ol
i DRILLED PIER
r �~ 7
- p y
^�� I I F� �u•
�V )EXCAVATE TO
EL. 735.0
(GRADE TO DRAIN)
BENT 3
FIX.
17+00
VERTICAL GRADE DATA -L-
(+10.3010%
(+1T.1165Z
PI = 16+97.00
EL = 747.51
1'-fi"TO UNCLASSIFIED VC = 175'
STRUCTURE EXCAVATION
(TYP.)
STA.16+38-36 -L-
FILL FACE (a END BENT 2
G.P. EL. 747.50
BEGIN FRONT SLOPE
I+ STA.16+47.93 -L-
G.P. EL. 747.65
YP.)
16+50
END BENT 2
.«tY. < 2Z-
>s a
1'-0. IB R0
S,19 nc
Et. 13,.90 2 in
. O } EA�'(38.99
ki
ll D
N X 1 B
86'-2j/q" 85'-1 Vie" 90'-1 Vie" N71'-2 -'4'
332'-B%-= LENGTH OF BRIDGE
FILL FACE TO FILL FACE
PLAN VIEW
PILES NOT SHOWN IN PLAN VIEW FOR CLARITY
N
LOW CHORD ELEVATIONS
EBl 742.98 JEB2 744,07
HYDRAULIC DATA:
DESIGN DISCHARGE
20000 CFS
FREQUENCY OF DESIGN DISCHARGE
25 YRS.
DESIGN HIGH WATER ELEVATION
740.2
DRAINAGE AREA
399 SO. MI.
BASE DISCHARGE (0100)
27000 CFS
FREQUENCY OF BASE DISCHARGE
100 YRS.
BASE HIGH WATER ELEVATION
742.92
OVERTOPPING FLOOD DATA. -
OVERTOPPING DISCHARGE
35000 CFS*_
FREQUENCY OF OVERTOPPING FLOOD
500 YR*_
OVERTOPPING FLOOD ELEVATION
745.69
OVERTOPPING ELEVATION REPRESENTS
LOWEST HIGH POINT ON DECK/ROADWAY.
WHICH OCCURS AT RIGHT EDGE OF
PAVEMENT u1 -L- 11+71.00
STA,16+38.36 -L-
WORK POINT 5
FILL FACE cw ENO BENT
2
BEGIN FRONT SLOPE
STA.16+47.93 L
STA. 16+49.20 -L-
END APPROACH SLAB
TO SR 1606-
75'OO'OO"
PROJECT
NO. 17BP.12.R.104
(TYP.)
' FORK
LINCOLN COUNTY
SR 1248-
STATION:
14+72.00 -L-
SHEET 1 OF 4
REPLACES BR. NO. 540057