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ME
NT
OR
AP
PR
OV
AL
. T
HE
AC
CE
PT
AN
CE
IS
AC
KN
OW
LE
DG
EM
EN
T O
F T
HE
AC
CE
PT
AN
CE
OF
AN
Y C
ON
TR
AC
TO
R’S
SU
BM
ISS
ION
RE
QU
IRE
D O
N T
HIS
PR
OJE
CT
DO
ES
NO
T
GE
NE
RA
L N
OT
ES
S2
PR
EF
AB
RIC
AT
ED
BR
IDG
E
of the full dead load deflection plus 1%
of the full length of the bridge.
Th
e b
rid
ge s
hall h
av
e a
vertical c
am
ber d
im
en
sio
n a
t m
id
sp
an
eq
ual t
o 1
00
%
deliv
ery
.
material and w
orkm
anship defects for a period of ten years from
the date of
Th
e b
rid
ge m
an
ufactu
rer sh
all w
arran
t th
eir steel stru
ctu
re(s) to
b
e free o
f d
esig
n,
Ken
tu
ck
y an
d d
on
e in
acco
rd
an
ce w
ith
reco
gn
ized
en
gin
eerin
g p
ractices an
d p
rin
cip
les.
the direct supervision of a L
icensed P
rofessional E
ngineer in the S
tate of
Structural design of the bridge structure shall be perform
ed by or under
by a P
rofessional E
ngineer w
ho is licensed in the S
tate of K
entucky.
referen
ced
d
etails an
d sh
eet n
um
bers. A
ll d
raw
in
gs sh
all b
e sig
ned
an
d sealed
notes shall be clearly specified on the draw
ings. D
raw
ings shall have cross
mem
ber sizes, bridge reactions, anchor bolt spacing dim
ensions, and general
Th
ese sh
op
d
raw
in
gs sh
all sh
ow
all relative design inform
ation such as
Subm
it s
hop d
raw
ings i
n a
ccordance w
ith t
he K
DO
H S
tandard S
pecifications.
PR
EF
AB
RIC
AT
ED
BR
IDG
E -
OT
HE
R S
UB
MIT
TA
LS
by a P
rofessional E
ngineer w
ho is licensed in the S
tate of K
entucky.
by the bridge m
anufacturer. A
ll calculations shall be signed and sealed
Stru
ctu
ral calcu
latio
ns fo
r th
e b
rid
ge su
perstru
ctu
re sh
all b
e su
bm
itted
GR
AD
E 3
6 (
AR
MO
RE
D E
DG
E)
- U
P T
O 4
IN
TH
IC
KN
ES
S
GR
AD
E 5
0W
-
UP
TO
2 I
N T
HIC
KN
ES
S
GR
AD
E 5
0W
- O
VE
R 2
IN
TO
4 I
N T
HIC
KN
ES
S
AIS
C S
hop C
ertification.
In
sp
ectio
n an
d M
ain
ten
an
ce p
ro
ced
ures.
Warran
ty
in
fo
rm
atio
n.
Splicing and erection procedures.
standard qualification tests.
Weld
er c
ertificatio
ns i
n c
om
plian
ce w
ith
AW
S
RE
FE
RE
NC
ES
TO
TH
E S
PE
CIF
ICA
TIO
NS
AR
E T
O T
HE
CU
RR
EN
T E
DIT
ION
OF
TH
E
KE
NT
UC
KY
DE
PA
RT
ME
NT
OF
HIG
HW
AY
S S
TA
ND
AR
D S
PE
CIF
ICA
TIO
NS
FO
R R
OA
D
AN
D B
RID
GE
CO
NS
TR
UC
TIO
N I
NC
LU
DIN
G A
NY
CU
RR
EN
T S
UP
PL
EM
EN
TA
L S
PE
CIF
ICA
TIO
NS
.
AL
L R
EF
ER
EN
CE
S T
O T
HE
AA
SH
TO
SP
EC
IFIC
AT
ION
S A
RE
TO
TH
E C
UR
RE
NT
ED
ITIO
N
OF
TH
E A
AS
HT
O L
RF
D B
RID
GE
DE
SIG
N S
PE
CIF
ICA
TIO
NS
, W
ITH
IN
TE
RIM
S.
and reinforcem
ent shall be included in the lum
p sum
bid for T
russ B
ridge S
uperstructure.
Ep
ox
y co
ated
rein
fo
rcem
en
t sh
all b
e u
sed
in
th
e co
ncrete d
eck
. T
he co
ncrete d
eck
based
up
on
stru
ctu
ral a
nd
/o
r s
hip
pin
g r
eq
uirem
en
ts.
sh
all d
eterm
in
e t
he d
istan
ce f
ro
m t
he t
op
of t
he d
eck
to
th
e t
op
an
d b
otto
m t
ru
ss m
em
bers
(are p
laced
up
in
sid
e t
he t
ru
sses a
nd
attach
ed
to
th
e t
ru
ss v
erticals).
Th
e b
rid
ge m
an
ufactu
rer
faces. B
ridge s
hall b
e d
esigned u
tilizing a
n H
-S
ection c
onfiguration w
here t
he f
loor b
eam
s
vertical m
em
bers. Interior v
ertical m
em
bers m
ay b
e e
ither p
lum
b o
r p
erpendicular t
o t
he c
hord
Bridge s
hall b
e d
esigned a
s a
straight t
russ t
hat h
as o
ne d
iagonal p
er p
anel a
nd p
lum
b e
nd
on the sole plate.
tight only nuts to allow
m
ovem
ent under therm
al expansion or contraction in slotted holes
tig
hten
in
g th
e n
uts o
n th
e an
ch
or b
olts at that end. T
he opposite end w
ill have finger
stru
ctu
re sh
all b
e v
ulcan
ized
to
th
e b
earin
g p
ad
. O
ne en
d o
f th
e b
rid
ge w
ill b
e fix
ed
b
y fu
lly
Sp
ecificatio
ns. U
se G
as 9
5 p
si. T
he b
rid
ge b
earin
g so
le p
late w
hich
is b
olted
to
th
e b
rid
ge
sh
all b
e d
esig
ned
in
acco
rd
an
ce w
ith
Meth
od
B i
n t
he A
AS
HT
O L
RF
D B
ridge D
esign
with
steel sh
im
s if req
uired
p
laced
o
n th
e ab
utm
en
t o
r g
ro
ut p
ad
. T
he elasto
meric b
earin
g p
ad
s
Brid
ge b
earin
gs s
hall c
on
sist o
f a
steel (
GR
AD
E 5
0W
) s
ole p
late a
nd
an
elasto
meric b
earin
g p
ad
= 5
0 K
SI
FO
R S
TE
EL
GIR
DE
RS
& T
RU
SS
ME
MB
ER
S,
SE
CO
ND
AR
Y M
EM
BE
RS
. S
TIF
FN
ER
S &
SP
LIC
ES
SP
EC
IF
IC
AT
IO
NS
",
20
10
.
DE
SIG
N I
SS
UE
S N
OT
AD
DR
ES
SE
D I
N T
HE
GU
IDE
SP
EC
. R
EF
ER
TO
"A
AS
HT
O L
RF
D B
RID
GE
DE
SIG
N
ST
RU
CT
UR
AL
SU
PP
OR
TS
FO
R H
IGH
WA
Y S
IGN
S,
LU
MIN
AR
IES
, A
ND
TR
AF
FIC
SIG
NA
LS
",
20
08
.
WIN
D L
OA
D S
HA
LL
BE
AS
RE
FE
RE
NC
ED
IN
TH
E G
UID
E T
O "
AA
SH
TO
ST
AN
DA
RD
SP
EC
IFIC
AT
ION
S F
OR
IN T
HE
AA
SH
TO
"L
RF
D G
UID
E S
PE
CIF
ICA
TIO
NS
FO
R T
HE
DE
SIG
N O
F P
ED
ES
TR
IAN
BR
IDG
ES
" (
2009).
TH
IS B
RID
GE
SH
AL
L B
E D
ES
IGN
ED
FO
R A
90
PS
F P
ED
ES
TR
IAN
LO
AD
ING
WIT
HO
UT
IM
PA
CT
AS
DE
SC
RIB
ED
FO
R T
RU
SS
BR
IDG
E S
UP
ER
ST
RU
CT
UR
E.
INS
TA
LL
AN
CH
OR
BO
LT
S I
N A
CC
OR
DA
NC
E W
ITH
KY
TC
SP
EC
IFIC
AT
ION
S 6
07.0
3.1
7.
TH
E C
OS
T O
F D
RIL
LIN
G A
NC
HO
R B
OL
T H
OL
ES
, H
EA
TIN
G A
NC
HO
R B
OL
TS
, F
UR
NIS
HIN
G L
EA
D O
R G
RO
UT
AN
D F
ILL
ING
TH
E H
OL
ES
SH
AL
L B
E I
NC
IDE
NT
AL
TO
AN
D I
NC
LU
DE
D I
N T
HE
LU
MP
SU
M B
ID
PE
DE
ST
RIA
N R
AIL
pain
ted
g
lo
ss b
lack
.
under H
andrail T
ype A
-4. A
ll p
ortions o
f t
he r
ailing, both A
-2 a
nd A
-4, shall b
e
EN
GIN
EE
R. T
he p
ortio
n o
f th
e railin
g o
n th
e stairs is a sep
arate b
id
item
Superstructure. S
hop draw
ings shall be subm
itted for the approval of the
an
d ap
pu
rten
an
ces sh
all b
e in
clu
ded
in
th
e lu
mp
su
m b
id
fo
r T
ru
ss B
rid
ge
ped
estrian
rail, in
clu
din
g b
ut n
ot lim
ited
to
all steel rails, p
osts, fittin
gs, p
ain
tin
g,
lab
or, m
aterials, eq
uip
men
t, an
d fin
ish
in
g item
s n
ecessary
fo
r th
e p
lacem
en
t o
f
Standard D
raw
ing R
GX
-030-06 T
ype A
-2 o
n t
he t
russ s
uperstructure. A
ll
Work includes providing all pedestrian rails, com
plete, in accordance w
ith
sh
all b
e t
he r
esp
on
sib
ility
of t
he E
NG
IN
EE
R.
brack
et an
d/o
r fo
otin
gs), in
clu
din
g d
esig
n o
f an
ch
or b
olt em
bed
men
ts,
Engineering design of the bridge supporting foundations (abutm
ent, pier,
to
b
e tran
sferred
b
y th
e su
perstru
ctu
re to
th
e su
pp
ortin
g fo
un
datio
ns.
bolts. T
he anchor bolts shall be designed to resist all horizontal and uplift forces
The bridge m
anufacturer shall determ
ine the num
ber and diam
eter of all anchor
AN
CH
OR
BO
LT
S A
ND
HO
LE
S
PR
EC
AS
T S
TA
IRS
co
lor a
s d
esig
nate
d b
y A
LIC
E L
LO
YD
CO
LL
EG
E.
Co
nta
ct
Dir
ecto
r o
f P
hy
sic
al
Pla
nt
(6
06
)3
68
-6
13
0.
at e
very f
loor b
eam
location. A
ll s
teel m
em
bers s
hall b
e G
rade 5
0W
(w
eathering s
teel) a
nd p
ainted a
shape s
tringers (
w-shapes o
r c
hannels),
a m
inim
um
of o
ne s
tiffen
er s
hall b
e p
ro
vid
ed
in
each
strin
ger
and f
astenings a
re s
pecifically d
esigned t
o p
rovide a
dequate l
ateral s
upport t
o t
he t
op f
lange o
f o
pen
fab
ricated
fro
m s
tru
ctu
ral s
teel s
hap
es o
r s
qu
are a
nd
rectan
gu
lar s
tru
ctu
ral s
teel t
ub
in
g.
Un
less t
he f
lo
or
fro
m s
qu
are a
nd
/o
r r
ectan
gu
lar s
tru
ctu
ral s
teel t
ub
in
g.
Oth
er s
tru
ctu
ral m
em
bers a
nd
bracin
g s
hall b
e
All m
em
bers o
f t
he v
ertical t
russes (
top a
nd b
ottom
chords, verticals, and d
iagonals) s
hall b
e f
abricated
by a P
rofessional E
ngineer w
ho is licensed in the S
tate of K
entucky.
by the bridge m
anufacturer. A
ll calculations shall be signed and sealed
Structural calculations for the precast concrete stairs shall be subm
itted
sealed by a P
rofessional E
ngineer w
ho is licensed in the S
tate of K
entucky.
cross referenced details and sheet num
bers. A
ll draw
ings shall be signed and
general notes shall be clearly specified on the draw
ings. D
raw
ings shall have
mem
ber sizes, rein
fo
rcin
g, reactio
ns, an
ch
or b
olt sp
acin
g d
im
en
sio
ns, an
d
Th
ese sh
op
d
raw
in
gs sh
all sh
ow
all relative design inform
ation such as
Subm
it s
hop d
raw
ings i
n a
ccordance w
ith t
he K
DO
H S
tandard S
pecifications.
GE
OT
EC
HN
ICA
L I
NF
OR
MA
TIO
N
pro
ject (
S-0
72
-2
01
5).
By
referen
ce t
his r
ep
ort i
s p
art o
f t
he c
on
tract d
ocu
men
ts.
Additional n
otes a
nd i
nfo
rm
atio
n a
re c
on
tain
ed
in
th
e g
eo
tech
nical r
ep
ort f
or t
his
th
e u
nit p
rice b
id
fo
r P
recast C
on
crete S
tairs.
installation and furnishing of the bearings and connections are included in
co
nn
ectio
ns to
th
e su
bstru
ctu
re are to
b
e in
clu
ded
in
th
e su
bm
ittals. T
he
th
e stairs sh
all b
e ep
ox
y co
ated
.T
he d
esig
n, d
etailin
g o
f th
e b
earin
gs an
d
Tw
o 4
’ w
id
e u
nits o
r o
ne 8
’ w
id
e u
nit are accep
tab
le. R
ein
fo
rcin
g u
sed
in
TH
OS
E C
HA
NG
ES
TO
TH
E D
EP
AR
TM
EN
T T
HR
OU
GH
TH
E C
ON
TR
AC
TO
R.
IF A
NY
CH
AN
GE
S I
N T
HE
DE
SIG
N P
LA
NS
AR
E P
RO
PO
SE
D B
Y A
FA
BR
ICA
TO
R O
R S
UP
PL
IER
, S
UB
MIT
DE
SIG
NE
R F
OR
DIS
TR
IBU
TIO
N A
S S
HO
WN
ON
TH
E D
IVIS
ION
S W
EB
SIT
E.
DE
SIG
NE
R S
HA
LL
RE
QU
ES
T T
HE
FA
BR
ICA
TO
R T
O S
EN
D T
HE
RE
QU
IRE
D N
UM
BE
R O
F S
ET
S T
O T
HE
TO
TH
E F
AB
RIC
AT
OR
. I
F D
ES
IGN
ER
IS
SA
TIS
FIE
D T
HA
T T
HE
CO
NS
TR
UC
TIO
N C
AN
PR
OC
EE
D,
TH
E
TH
E D
ES
IGN
ER
SH
AL
L R
EV
IEW
TH
E S
UB
MIT
TA
L A
ND
SE
ND
A S
ET
WIT
H T
HE
IR C
OM
ME
NT
S B
AC
K
FR
AN
KF
OR
T, K
Y 4
0601
3 H
MB
CIR
CL
E
US
46
0 G
EO
RG
ET
OW
N R
OA
D
HM
B P
RO
FE
SS
ION
AL
EN
GIN
EE
RS
, IN
C.
AN
D S
PE
CIF
IC
AT
IO
NS
TO
:
FA
BR
ICA
TO
RS
SH
AL
L S
EN
D 3
SE
TS
OF
SH
OP
DR
AW
ING
S T
HA
T A
RE
RE
QU
IRE
D B
Y T
HE
PL
AN
S
SH
OP
DR
AW
ING
PR
OC
ED
UR
E
G
EN
ER
AL
NO
TE
S
FILE NAME:
DATE:
DR
AW
ING
NO
.
SH
EE
T N
O.
Co
mm
on
wea
lth
of
Ken
tuck
y
CO
UN
TY
RO
UT
EC
RO
SS
ING
PR
EP
AR
ED
BY
DE
TA
IL
ED
BY
:
DE
SIG
NE
D B
Y:
DA
TE
:C
HE
CK
ED
BY
RE
VIS
IO
ND
AT
E
SHEET LOCATION:
JU
LY
20
15
G:\Engr\HD1246.04\Bridges\Cadd\002-27393-S002-General Notes.dgndkirby
3/17/20169:46:21 AM
KY
899
DE
PA
RT
ME
NT
OF
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HW
AY
S
PE
DE
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AS
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ITE
M N
O.
12
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02
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KN
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27
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BG
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BG
S
DC
K
HM
B P
RO
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ION
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, IN
C.
C.P
. 3
WV
12+00
EX R/W
(ASPHALT)
SIG
N
POST
POST
SIG
N
SAN
MH
GATE
STONE
1 STORY
3"
WATERLINE
2" GAS SERVICE LINE
SA
ME DITCH(P
UMP
&PRESSURE)
6"
WATERLINE 2 LINES
EX R/
W
980
990
970
980
970
960
960
960
PL
AN
EL
EV
AT
ION
3’-6"
! B
RID
GE
GR
AD
E
PR
OF
ILE
RA
ILIN
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PE
DE
ST
RIA
N
SL
AB
CO
NC
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TE
FL
OO
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EA
M
TO
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TY
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AL
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LL
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AIN
CA
MP
US
TO
AL
LIC
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YD
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OU
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E
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ING
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17’-0" MIN.
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%
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EV
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75
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EV
. 968.9
4
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EV
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EV
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EV
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A. 11+
81.8
4
VE
RT
. C
LE
AR
.
PO
IN
T O
F M
IN
.
! B
RID
GE
N 6
3°4
5’ 2
4" E
11
2’-
0" T
RU
SS
SP
AN
7"
7"
11
3’-
2" O
UT
TO
OU
T T
RU
SS
BR
IDG
E
ST
A. 11+
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1
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IE
R 3
ST
A. 1
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IE
R 4
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A. 11+
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1
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IE
R 2
ST
A. 11+
13.2
3
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IE
R 1
ST
A.
11
+0
0.6
5
BE
GIN
ST
AIR
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DATE:
DR
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NO
.
SH
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Co
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20
15
G:\Engr\HD1246.04\Bridges\Cadd\003-27393-S003-Layout.dgndkirby
3/17/20169:46:22 AM
KY
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DE
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FILE NAME:
DATE:
DR
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NO
.
SH
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Co
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15
G:\Engr\HD1246.04\Bridges\Cadd\004-27393-S004-Foundation Layout.dgndkirby
3/17/20169:46:22 AM
KY
899
DE
PA
RT
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FILE NAME:
DATE:
DR
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NO
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SH
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20
15
G:\Engr\HD1246.04\Bridges\Cadd\005-27393-S005-Abutments.dgndkirby
3/17/20169:46:23 AM
KY
899
DE
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NO
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20
15
G:\Engr\HD1246.04\Bridges\Cadd\006-27393-S006-Piers1_2_5.dgndkirby
3/17/20169:46:23 AM
KY
899
DE
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K1
FILE NAME:
DATE:
DR
AW
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NO
.
SH
EE
T N
O.
Co
mm
on
wea
lth
of
Ken
tuck
y
CO
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PR
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TA
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:
DE
SIG
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D B
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DA
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BY
RE
VIS
IO
ND
AT
E
SHEET LOCATION:
JU
LY
20
15
G:\Engr\HD1246.04\Bridges\Cadd\007-27393-S007-Piers3_4.dgndkirby
3/17/20169:46:25 AM
KY
899
DE
PA
RT
ME
NT
OF
HIG
HW
AY
S
PE
DE
ST
RIA
N O
VE
RP
AS
S
ITE
M N
O.
12
-88
02
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27
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S
BG
S
DC
K
BA A
B
HM
B P
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FE
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C.
Datu
m
Elev
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Offset
Statio
n
Ho
le N
o.
Pro
file S
cale:
Verti
cal
1" =
10’
Ho
rizo
ntal n
ot to
scale
SU
BS
UR
FA
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DA
TA
datum
)
(NA
VD
88
S-0
72-1
5
970
960
950
940
930
920
91
0
970
960
950
940
930
920
91
0
960.2
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2.00 ft. R
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11
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0
1001
961.5
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t.
11
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1.0
0
10
02
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0
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40.0
0
1003
96
6.5
0
32.00 ft. L
t.
12+
79.4
0
1004
968.4
0
!
12
+8
5.0
0
100
5
(9
41
.40
)
R
RQ
D R
EC
KY
RQ
D R
EC
KY
KY
RQ
D R
EC
KY
Plan S
cale 1
" =
20’
...
..
....
..
. ..
.
..
..
...
..
.
...
..
.
..
...
..
.
.
.
...
..
...
.. .
..
..
.
...
..
No
w
eath
ered
ro
ck
To
p o
f r
ock
elev
.= 9
41
.20
53
1
00
23
1
00
26
1
00
0
10
0
91
(5
)
89
(6
)
SD
I(JS
)S
DI(JS
)S
DI(JS
)
SD
I(JS
)
N=
24
N=
19
N=
31
N=
50/0
.1
LI
w%
D5
0
(m
m)
N=
6
N=
14
N=
31
LI
w%
D5
0
(m
m)
N=
50/0
.2
N=
15
N=
14
N=
42
N=
64
/0.7
N=
29
N=
7
N=
10
N=
23
N=
36
LI
w%
D5
0
(m
m)
LI
w%
D5
0
(m
m)
spars, durable
m
icaceous, few
coal
to m
edium
grained,
San
dsto
ne: g
ray
, fin
e
lam
in
atio
ns
to silty, sandstone
Sh
ale: g
ray
, clay
ey
No
w
eath
ered
ro
ck
To
p o
f r
ock
elev
.= 9
39
.00
0 6
5
0 83
44
9
4
0 82
0 98
88(5)
95
(6
)
durable
m
icaceous, coal spars,
to m
edium
grained,
San
dsto
ne: g
ray
, fin
e boulders
Cored O
verburden: w
/sandstone
san
dsto
ne lam
in
atio
ns
Sh
ale: g
ray
, silty
to
clay
ey
,
durable
lam
inations @
top, m
icaceous,
g
rain
ed
, few
co
al sp
ars, sh
ale
San
dsto
ne: g
ray
, fin
e t
o m
ed
iu
m
w/sandstone l
am
inations
Sh
ale: g
ray
, silty
to
clay
ey
,
sid
erite n
od
ules, d
urab
le
grain
ed
, w
/sh
ale l
am
in
atio
ns &
San
dsto
ne: g
ray
, fin
e t
o m
ed
iu
m
Base of w
eathered rock elev.=
939.60
938.8
0T
op of rock elev.=
88(4)
95(5)
0 80
0
10
0
50
1
00
7 8
9
0 20
20 84
10
6
4
18
1
00
0
10
0
17
9
3
88(4)
94(5)
70
(3
)
boulders
Cored O
verburden: w
/sandstone
m
icaceous, few
coal spars, durable
Sandstone: gray, fine to m
edium
grained,
many s
andstone l
am
inations
Sh
ale: g
ray
, silty
to
clay
ey
,
shale lam
inations, siderite nodules
Sandstone: gray, fine to m
edium
grained,
Co
al: 1
.4’ r
eco
vered
Sh
ale:(S
iltsto
ne) g
ray
, clay
partin
g
No
w
eath
ered rock
Top o
f r
ock e
lev
.= 9
38
.90
bioturbated @
top
Sandstone: gray, fine grained,
A-2
-4
(0
),S
M,S
+C
=2
2(1
6+
6)
0.2
75 13
, A
-2-4(0),S
M,S
+C
=27(22+
5)
0.1
73
8
A-4(0),S
C-S
M,S
+C
=39(31+
8)
0.1
32
1
9 -
0.4
6
A-4(0),M
L,S
+C
=56(54+
2)
0.050 21
, A
-4
(0
),S
C-S
M,S
+C
=4
4(3
1+
13
)0
.10
9
14
-1
.31
RQ
D R
EC
, A
-2-4(0),S
M,S
+C
=26(21+
5)
0.1
67 22
A-2-4(0),S
M,S
+C
=30(26+
4)
0.1
43 20
, A
-2
-4
(0
),S
C-S
M,S
+C
=3
3(2
7+
6)
0.3
14
6
-2
.73
A-4
(0
),S
C-S
M,S
+C
=4
2(3
2+
10
)0.1
29 13 -1.1
7
A-4(0),M
L,S
+C
=53(49+
4)
0.0
60
1
3
948.5
0
8-5
-1
5
PURPOSE ROAD
KY 899
11+00
PI 10
+69.74
PI 11+
42.73
POT 10
+50.00
POT 12+95.00
#1
00
1
#1
00
2#
10
03
#1
00
4
#1
00
5
C.P. 3
12+00
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M N
UM
BE
R
DR
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NO
.
SH
EE
T N
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Com
monw
ealt
h o
f K
entu
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DE
PA
RT
ME
NT
OF
HIG
HW
AY
SC
OU
NT
Y
RO
UT
EC
RO
SS
ING
PR
EP
AR
ED
BY
DE
TA
IL
ED
BY
:
DE
SIG
NE
D B
Y:
DA
TE
:C
HE
CK
ED
BY
SHEET LOCATION: 3/17/2016G:\Engr\HD1246.04\Bridges\Cadd\008-27393-S008-Subsurface Data.dgn dkirby USERNAME:FILE NAME: DATE: E-SHEET NAME:
12
-88
02
.00
28
-SE
PT
EM
BE
R-2
01
5
E
. B
AIL
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D
. G
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ER
KN
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KY
899
Ped
estr
ian
Bri
dg
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SU
BS
UR
FA
CE
DA
TA
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HN
ICA
L B
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NC
H
S8
27393
Div
isio
n o
f S
tru
ctu
ral D
esig
n
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