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SHE-Park Street Bridge PID 101705 SFN 7560710
The City of Sidney proposes to address the deteriorated condition of the Park Street Bridge over
the CSX rail line in the City of Sidney. Park Street is an urban local road with an average daily
traffic of approximately 3200 vehicles.
The existing bridge is a steel beam superstructure with concrete deck on stone wall type
abutments. The bridge was constructed in 1920 and rehabilitated in 1979. The bridge has a clear
span of 58’. The roadway width is 24’ toe-to-toe of curb, with 5’ sidewalks on each side.
The structure has a sufficiency rating of 55 and a general appraisal rating of 5 (fair). The bridge
is posted for 75% of legal load. The bridge has spalling concrete and exposed steel with
corrosion. Spalling concrete is a potential hazard for railroad personnel and equipment.
The anticipated replacement will be a simple span pre-stressed box beam superstructure with
composite concrete deck on integral stub abutments on H-piles. The new structure will provide
design standard load rating (HL93). The clear span will be increased to 78’. The roadway width
will remain 24’ toe-to-toe of curb, with 5’ sidewalks on each side.
The existing bridge is nearing the end of its serviceable life. Failure to address the condition of
this structure will result in its continued rapid deterioration, leading to the posting of further load
limits and the eventual closure of the bridge. Renovation and replacement costs for the structure
are similar. Renovation may extend the lifespan of the bridge by 10-20 years, while replacement
will provide a lifespan of 50+ years. Replacement has been determined to be the most prudent
alternative.
The project provides an opportunity to relocate the existing water main from its current location
above the bridge deck to a more protected location under the deck.
Park Street will be detoured during construction. The detour is expected to last approximately
three months.
Construction is expected to require approximately 0.2-acre of permanent right-of-way and
approximately 0.5-acre of temporary right-of-way. Permanent acquisition is expected to be
limited to the existing railroad property.
The project is located in an area of manufacturing and industrial development, with a few 1920s
housing to the southwest. Within the project area, there are no National Historic Landmarks,
sites listed or known eligible for the National Register of Historic Places (NRHP), or sites for
which Ohio Historic/Archaeological Inventory forms have been completed. The Ohio Historic
Bridge Inventory indicates this bridge is recommended not eligible for the NRHP.
The project will not involve work within waterways or wetlands. The project will impact
suitable wooded habitat for the Indiana and northern long-eared bats. The project will be subject
to cutting restriction dates to protect the Indiana and northern long-eared bats.
The project will be constructed with federal City Local Bridge funds and local funds.
Environmental clearance is scheduled for 05/01/2017. The project is currently expected to award
in January 2019.
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SHELBY COUNTYUnincorporated Places
Airports
Interstate Routes
Proposed Interstate Routes
U S Routes
Proposed U S Routes
State Routes
Proposed State Routes
Ramps
County Roads
County Sub Division Streets
Proposed County Roads
County Roads (Right of Way only)
Township Roads
Township Sub Division Streets
Township Roads (Right of Way only)
Proposed Township Roads
Municipal Streets
Railroads
County Boundary
City Boundary
Township Boundary
1
2
3
4
0 1 2 3 4 5
Miles
Revised: April - 2015
´ 0 1,000 2,000 3,000 4,000 5,000Feet
SHE-Park Street BridgePID 101705
Sidney, Ohio Quadrangle
´ 0 150 300 450 600 750Feet
SHE-Park Street BridgePID 101705
Sidney, Ohio Quadrangle
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
T
FE
DE
RA
L P
ROJE
CT
NO.
N
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
Q:\
City of
Sid
ney\
0109205
A.0
0 -S
HE
Parks
Street\
1017
05\road
way\sheets\
1017
05
GT001.d
gn 6/1/2016 3:5
1:5
4
PM jdela
ney
PID
NO.
APPROVED
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT
SIGNED:
DATE:
SIGNED:
DATE:
STANDARD CONSTRUCTION DRAWINGS
FEDERAL ROUTES
STATE ROUTES
ENGINEERS SEAL:
ENGINEERS SEAL:
LOCATION MAP
DESIGN DESIGNATION
DESIGN EXCEPTIONS
INDEX OF SHEETS:
PROJECT DESCRIPTION
SPECIFICATIONS
SUPPLEMENTAL
PROVISIONS
SPECIAL
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
2016 SPECIFICATIONS
O
S
UNDERGROUND UTILITIES
PLAN PREPARED BY:
from such use, reproduction or modification.
and expense, including, but not limited to, reasonable attorney's fees, arising
defend and hold harmless LJB Inc. from and against any and all claims,liability,
this drawing is done at the user's own risk and the user agrees to indemnify,
of LJB Inc. Any such unauthorized use or reproduction of or modification to
reproduced, or modified in any manner without the prior written authorization
2012 LJB Inc. All rights reserved. No part of this drawing may be used, C
DESIGN AGENCY
TITLE SHEET 1
10
17
05
CS
X
LATITUDE: 40°17'32" LONGITUDE: 84°09'49"
CITY OF SIDNEY
SHELBY COUNTY
SHE-PARKS-06.06
SH
E-P
AR
KS-0
6.0
6
SCHEMATIC PLAN 2
TYPICAL SECTIONS
GENERAL NOTES
PLAN AND PROFILE
CROSS SECTIONS
STRUCTURES
TRAFFIC CONTROL
3-4
5
6-7
WATER WORK
8-13
DRIVE DETAILS 14
15-16
17-18
REPLACEMENT OF THE 95 YEAR OLD PARK STREET BRIDGE
OVER THE CSX RAILROAD INCLUDING NEW PRESTRESSED
CONCRETE BOX BEAMS WITH COMPOSITE CONCRETE DECK
ON INTEGRAL STUB ABUTMENTS ON H-PILES. THIS WORK
335 LINEAL FEET OF ROADWAY.
ALSO INCLUDES RECONSTRUCTION OF APPROXIMATELY
CURRENT ADT (2016) 3188
DESIGN YEAR ADT (2036) 3698
25 MPH
25 MPH
DESIGN HOURLY VOLUME (2036)
3%
407
50
NO
NONE REQUIRED
0.73 ACRES
0.13 ACRES
0.86 ACRES
URBAN LOCAL
19-21
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL REQUIRE THE
CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT DE-
TOURS WILL BE PROVIDED AS INDICATED ON SHEET .
APPROVED
APPROVED
DATE CITY OF SIDNEY PUBLIC WORKS DIRECTOR
DATE ENGINEERING MANAGER, CITY OF SIDNEY
JUNE 1, 2016
STAGE 1 SUBMITTAL
3633
3534
30
25
23
22
28
26
27
2421
25
16
13
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19
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20
9
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119
1
23
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32
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GOODE
ST
CSX
Transportation, Inc.
Creek
River
Tawawa
SIDNEY
MUNICIPAL
AIRPORT
75
29
47
47
29D
BEGIN PROJECT END PROJECT
STA. 1770+20.00 STA. 1774+65.00
1
21
SC
HE
MA
TIC
PL
AN
Q:\
City of
Sid
ney\
0109205
A.0
0 -S
HE
Parks
Street\
1017
05\road
way\sheets\
1017
05
GB001.d
gn 6/1/2016 3:5
1:5
8
PM jdela
ney
0
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
SH
E-P
AR
KS-0
6.0
6
N
25
50
100
1767 1768 1769 1770 1771 1772 1773 1774 1775 1776 1777 1778
NO C
UR
VE
¬ = 00°10'2
3"
LT.
P.I. S
TA. 17
72+61.
51
BEGIN WORK BEGIN PROJECT END PROJECT END WORK
STA. 1770+05.00 STA. 1770+20.00 STA. 1774+65.00 STA. 1775+50.00
STRUCTURE NO. 7560710
LIN
DE
N S
TR
EE
T
AL
LE
Y
OA
K
AV
EN
UE
CS
X R
OAIL
RO
AD
NO C
UR
VE
¬ = 00°07'19"
RT.
P.I. S
TA. 17
71+
59.94
AREAS WITHIN THE WORK LIMITS
THERE ARE NO EXISTING LANDSCAPED
SE CORNER OF PARK AND LINDEN
FLANGE OF THE FIRE HYDRANT AT THE
BOLT AT TIP OF ARROW ON THE TOP
BM #1 ELEV. 1039.71
WEST SIDE OF ROSS ALUMINUM
FLANGE OF THE FIRE HYDRANT AT
BOLT AT TIP OF ARROW ON THE TOP
BM #2 ELEV. 1030.61
CORNER OF PARK ST. AND OAK AVE.
FLANGE OF THE FIRE HYDRANT AT NE
BOLT AT TIP OF ARROW ON THE TOP
BM #3 ELEV. 1027.86
P.O.T. S
TA. 17
66+31.
64
P.O.T. S
TA. 17
78+29.86
P.O.T. STA. 1766+31.64
CENTERLINE OF CONSTRUCTION REFERENCES
232433.4726 1503804.6380
P.I. STA. 1771+59.94 232434.1857 1504332.9400
P.I. STA. 1772+61.51 232434.1068 1504434.5109
P.O.T. STA. 1778+29.86 232435.3825 1505002.8572
NORTHING EASTINGDESCRIPTION
2
21
1767 1768 1769 1770 1771
CO
CB
CB
DS
CO
SA
SA
SA
8"8"
CA
LC
UL
AT
ED
CH
EC
KE
D
Q:\
City of
Sid
ney\
0109205
A.0
0 -S
HE
Parks
Street\
1017
05\road
way\sheets\
1017
05
GP001.d
gn 6/1/2016 3:5
2:0
4
PM jdela
ney
0
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
PL
AN
AN
D
PR
OFIL
E - P
AR
K
ST
RE
ET
SH
E-P
AR
KS-0
6.0
6
N
10
20
40
ST
A.
17
70
+0
5.0
0
TO
ST
A.
17
72
+0
0.0
0
DM
A
GK
B
1036.63
1036.93
1036.88
1036.59
1036.25
1035.95
1035.67
1035.47
1035.33
1035.34
1035.52
1035.85
1036.24
1036.57
120.00' VC
K = 26
1035.48
1035.50
1035.76
1036.26
1037.00
1037.95
1038.89
1039.38
-0.57% +3.99%
ELEV. 1035.16PVI STA. 1770+80.00
EL
EV. 10
37.55
PV
T S
TA. 17
71+
40.00
EL
EV. 10
38.45
ST
A. 17
71+
62.50
PV
C
125.00' VC
1035.50
-0.56%
EXISTING PROFILE GRADE
PROPOSED PROFILE GRADE
ME
ET E
XIS
TIN
G
EL
EV. 10
35.50
PV
C S
TA. 17
70
+20.00
+3.99%
1036.54
1011.09
36' - 12" TYPE B @ 1.40%
INV. 6" E & W=1032.29
INV. 12" S=1031.75
GRATE=1034.95
STA. 1770+35.00, 18.00' LT
CB-1
5' - 12" TYPE C @ 1.40%
INV. 6" E & W=1032.29
INV. 12" SE=1031.25
INV. 12" N=1031.25
GRATE=1034.95
STA. 1770+35.00, 18.00' RT
CB-1
BOTTOM=1025.00
INV. 12" NW=1031.18
TOP=1035.53
STA. 1770+40.00, 24.00' RT
DRYWELL
NO C
UR
VE
¬ = 00°07'19"
RT.
P.I. S
TA. 17
71+
59.94
1769 1770 1771 1772
1040
1035
1030
1025
1020
1015
1010
1040
1035
1030
1025
1020
1015
1010
| CONSTRUCTION PARK STREET
10451045
17681767
FIR
E
LIN
E5'5'
3'5'
3'3'
5'
16"
2'1'2' 2' 2' 3'
2'2'
2'
2'2'2'
4"1'
26"
14"
ZZZ
PL
PL
PL
PL
PLPL
PL
P LP L
P L
P L
P L
8"
4"
8"
GRAVEL
CONC.
CONC. CONC.
CONC.
12"
10"
8"
8"
16.00'
15.97'
16.50'
16.50'
16.50'
10.50'10.50'
+20
+30
+60
+60
+25
+25
+30
+22.02
B.T.A. T
YP
E 2
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BEGIN WORK
BEGIN PROJECT
STA. 1770+05.00
90°
90°
STA. 1770+20.00
CO
MM
ER
CIA
L
+65.48
5'
R
CB-1
CB-1
16.50'
12"
12"
BE
GIN
AP
PR
OA
CH S
LA
B
ST
A. 17
71+
56.45
FIR
ST P
OS
T
OFF B
RID
GE
+55.36
TY
PE T
AN
CH
OR
ASS
EM
BL
Y
+33.45
3.6'
R
WALL
RETAINING
CO
MM
ER
CIA
L
+08.58
WELL
DRY
+13.45
+21.
74
B.T.A. T
YP
E 1,
AP
P
FIR
ST P
OS
T
OFF B
RID
GE
+55.45
LIN
DE
N S
TR
EE
T
+70
+70
304 - 10" AGGREGATE BASE
452 - 8" NON-REINFORCED CONCRETE PAVEMENT
608 - 4" CONCRETE WALK
PAVEMENT LEGEND
304 - 6" AGGREGATE BASE
301 - 7" ASPHALT CONCRETE BASE, PG64-22
407 - NON-TRACKING TACK COAT
441 - 1 ƒ" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (448), APP
407 - TACK COAT
441 - 1 ‚" ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448), PG64-22
MA
TC
H LIN
E S
TA. 17
72+00 S
EE S
HE
ET 7
6
21
1773 1774 1775 1776 1777
CB
CB
SA
E
SA
CA
LC
UL
AT
ED
CH
EC
KE
D
Q:\
City of
Sid
ney\
0109205
A.0
0 -S
HE
Parks
Street\
1017
05\road
way\sheets\
1017
05
GP002.d
gn 6/1/2016 3:5
2:0
6
PM jdela
ney
0
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
PL
AN
AN
D
PR
OFIL
E - P
AR
K
ST
RE
ET
SH
E-P
AR
KS-0
6.0
6
N
10
20
40
ST
A.
17
72
+0
0.0
0
TO
ST
A.
17
75
+5
0.0
0
DM
A
GK
B
1032.91
1031.
81
1030.79
1030.50
1030.21
1029.91
1029.61
1029.31
1029.01
1028.71
1028.40
1028.10
1027.82
1027.55
1027.31
1027.05
1026.79
1026.52
1036.58
125.00' VC
K = 12
SSD = 169'
130.00' VC
K = 26
1039.36
1038.84
1037.81
1036.34
1034.81
1033.32
1032.04
1031.
01
1030.21
1029.65
+3.99% -6.14%
-6.14%-1.19%
EL
EV. 10
37.11
ST
A. 17
72+87.50
PV
T
PVI STA. 1772+25.00
ELEV. 1040.95
PVI STA. 1774+00.00 ELEV. 1030.20
EL
EV. 10
34.19
ST
A. 17
73+35.00
PV
C
1029.43
-1.19%
PROPOSED PROFILE GRADE
EXISTING PROFILE GRADE
-6.14%
1034.60
1036.39
1009.80
INV. EX. 15" E=1024.88
INV. EX. 12" E=1022.28
TOP=1029.11
STA. 1775+41.26, 17.19' RT
EX MH
INV. 12" W=1022.50
36' - 12" TYPE B @ 1.39%E
LE
V. 10
29.43
ST
A. 17
74+65.00
PV
T
86' - 12" TYPE B @ 2.33%
INV. 6" E & W=1026.44
INV. 12" S=1025.00
GRATE=1029.10
STA. 1774+55, 16.44' LT
CB-1
INV. 6" E & W=1026.44
INV. 12" E=1024.50
INV. 12" N=1024.50
GRATE=1029.11
STA. 1774+55, 16.50' RT
CB-1
1025
1020
1015
1010
1035
1030
1040
1045
1040
1035
1030
1025
1020
1015
1010
1045
1772 1773 1774 1775 1776 1777
| CONSTRUCTION PARK STREET
FIR
E
LIN
E
GRAVEL
3'3'3' 3' 3'3'3'3' 4'
4'
12"
6'
6' GRAVEL
12" 15"
CONC. CONC.
6"
6"
12"
CONC.
8"
21"
21"
12"CONC.CONC.
8"
ASPH.
8"
8"
GRAVEL
P
Z Z
Z
Z Z
L
P L
P L
P LP L
PL
PLPLPL
PLPL
PL
10.50'
15.00'
15.00'
15.00'
14.00'
14.88'
1'
BE
GIN
AP
PR
OA
CH S
LA
B
ST
A. 17
72+52.45
B.T.A. T
YP
E 1
B.T.A. T
YP
E 2
CO
MM
ER
CIA
L
+32.38
CO
MM
ER
CIA
L
+49.23
CO
MM
ER
CIA
L
+25.00
+50
+00
+65
+65
+80
+00
1'
+00
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
10'R
5'R
14.00'
14.67'
END PROJECT
STA. 1774+65.00
END WORK
STA. 1775+50.00
90°
10.5
0'
CB-1
CB-1 12"
12"
+45TY
PE T
AN
CH
OR
ASS
EM
BL
Y
+04.40
FIR
ST P
OS
T
OFF B
RID
GE
+68.46
TY
PE T
AN
CH
OR
ASS
EM
BL
Y
+02.90
FIR
ST P
OS
T
OFF B
RID
GE
+68.52
WALL
RETAINING
NO C
UR
VE
¬ = 00°10'2
3"
LT.
P.I. S
TA. 17
72+61.
51
+75
+95.06
90°
90°
+50
MA
TC
H LIN
E S
TA. 17
72+00 S
EE S
HE
ET 6
7
21
1010
1010
1010
1015
1015
1015
1020
1020
1020
1025
1025
1025
1025
1030
1030
1030
1030
1035
1035
1035
1035
1035
SA
519
1
1773
Z
PL
PL
PLPL
PL
DA
TE
ST
RU
CT
UR
E FIL
E
NU
MB
ER
ST
A.
ST
A.
CH
EC
KE
DR
EVIS
ED
DESIG
NE
DD
RA
WN
RE
VIE
WE
DD
ESIG
N
AG
EN
CY
6-16
PID
No.
101705
SH
EL
BY C
OU
NT
Y
Q:\
City of
Sid
ney\
0109205
A.0
0 -S
HE
Parks
Street\
1017
05\structures\
SH
E-P
AR
KS-0606\sheets\
PA
RK
S_
0606sp001.d
gn 6/1/2016 3:5
2:2
3
PM jdela
ney
SH
E-P
AR
KS-6.0
6S
HE-P
AR
KS 0606
7560710
PA
RK S
T.
OV
ER C
SX R
AIL
RO
AD
DW
S
1771+
71.
45
1772+52.45
BM #1 STA.
BM #2 STA.
BM #3 STA.
BM #4 STA.
, , ,
, , ,
, , ,
, , ,
ELEV. OFFSET
DESIGN TRAFFIC:
EARTHWORK LIMITS SHOWN ARE APPROXIMATE. ACTUAL SLOPES SHALL
CONFORM TO PLAN CROSS SECTIONS.
ELEV. OFFSET
ELEV. OFFSET
ELEV. OFFSET
BENCHMARK DATA
NOTES
TYPE:
LOADING:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
DATE BUILT:
DISPOSITION:
ROADWAY:
EXISTING STRUCTURE
PROPOSED STRUCTURE
TYPE:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
ROADWAY:
SPAN:
24'-0"` TOE TO TOE OF 5'-0"` SIDEWALKS
UNKNOWN
0°39'10"` RIGHT FORWARD
NONE
TANGENT
STRUCTURE FILE NUMBER:
‚" PER FOOT`
7560710
1920
STONE ABUTMENTS TO REMAIN.
SUPERSTRUCTURE TO BE REPLACED. EXISTING
WEARING SURFACE: 1"` MONOLITHIC CONCRETE
1979DATE REHABILITATED:
SIMPLE-SPAN PRESTRESSED BOX BEAMS W/COMPOSITE
CONCRETE DECK ON INTEGRAL STUB ABUTMENTS
SPAN:
24'-0" TOE TO TOE OF 5'-0" SIDEWALKS
LOADING: HL93 AND 60 PSF FUTURE WEARING SURFACE
NONE
15'-0" LONG (AS-1-15)
TANGENT
‚" PER FOOT
COORDINATES: LATITUDE 40°17'33" N
LONGITUDE 84°09'50"W
WEARING SURFACE: MONOLITHIC CONCRETE
SHEET
FOR ADDITIONAL BENCHMARK INFORMATION, SEE ROADWAY PLAN
BORING LOCATION
LEGEND
SIT
E
PL
AN
MN
MA
MM
AM
T
PROPOSED MINIMUM VERTICAL CLEARANCE = 23'-1"`
REQUIRED MINIMUM VERTICAL CLEARANCE = 23'-0"
EXISTING MINIMUM VERTICAL CLEARANCE = 21'-0"`
(FORWARD ABUTMENT)
= 18'-8"` EXISTING AND PROPOSED HORIZONTAL CLEARANCE
(REAR ABUTMENT)
= 9'-6"` EXISTING AND PROPOSED HORIZONTAL CLEARANCE
= UNLESS NOTED OTHERWISE
ON H-PILES
78'-0" C/C ABUTMENTS
58'-0"` C/C BEARING
STEEL BEAMS WITH CONCRETE DECK ON STONE
WALL TYPE ABUTMENTS
2016 ADT = 3188 2016 ADTT = 96
2036 ADT = 3588 2036 ADTT = 110
1 21035.85
1036.24
1036.54
1036.39
1034.60
1032.91
1011.09
1009.80
+3.99 % -6.14 %
1037.00
1037.95
1038.89
1039.38
1039.36
1038.84
1037.81
1036.34
1040
1030
1020
1010
1050
1040
1030
1020
1010
1050
G = -6.14%
G = +3.99%
ELEV. = 1040.95
PVI STA. 1772+25.00
125' VERTICAL CURVE
1
2G = +3.99%
G = -0.57%
ELEV. = 1035.16
PVI STA. 1770+80.00
120' VERTICAL CURVE
1
2
ELEV. = 1038.45
PVC STA. 1771+62.50
ELEV. = 1037.11
PVT STA. 1772+87.50
ELEV = 1037.55
PVT STA. 1771+40.00
78'-0"
1772 STA. 1772+52.45
BEGIN APPR. SLAB
STA. 1771+71.45
END APPR. SLAB
PLAN
| EX. RR TRACK
TO BE RELOCATED
EX. 8" WATER LINE
EX. GAS LINE
GAS LINE
EX. ABANDONED
ST
A. 17
71+
71.
45
BRID
GE LI
MIT
ST
A. 17
72+52.45
BRID
GE LI
MIT
ELEV. = 1040.95
PVI STA. 1772+25.00
PROFILE
PROPOSED
ELEVATION (TYP)
EXISTING GROUND
(TYP)
TO REMAIN
ABUTMENTS
EX. BRIDGE
NO C
UR
VE
¬ = 00°07'19"
RT.
P.I. S
TA. 17
71+
59.94
NO C
UR
VE
¬ = 00°10'2
3"
LT.
P.I. S
TA. 17
72+61.
51
PARK STREET
| CONSTRUCTION
N89°52'17"ES89°57'20"EN89°55'22"E
B-001
B-002
STA. 1772+50.95
| FWD. ABUT.
STA. 1771+72.95
| REAR ABUT.
BRIDGE
LINE ATTACHED TO
PROPOSED 8" WATER
5'-
0"
SID
EW
AL
K
5'-
0"
SID
EW
AL
K
PA
RA
PE
T
1'-0"
PA
RA
PE
T
1'-0"
12'-
0"*
12'-
0"*
* = PLUS FIT-UP
36'-
0"*
TO B
E R
EM
OV
ED
EXIS
TIN
G S
UP
ER
ST
RU
CT
UR
E
(TYP)
90°00'00"
10'-
6"
10'-
6"
10'-
6"
10'-
6"
EL. 1033.5
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
INT.INT.
BRIDGE LIMITS = 81.00'
| REAR ABUT. | FWD. ABUT.
CONCRETE DECK SLAB
6" MIN. COMPOSITE
(TYP)
GRADE ELEVATION
PROPOSED PROFILE
ELEV. = 1035.2`
LOW BEAMELEV. = 1035.2`
LOW BEAM
PROFILE ALONG | CONSTRUCTION
GRADE
EXISTING
6'-0"
TRACK
| EX. RR
(23'-
0"
RE
Q'D)
CL
EA
RA
NC
E = 23'-
1"̀
PR
OP
OS
ED
VE
RTIC
ALEL. 1033.5
BOX BEAM
PRESTRESSED CONCRETE
PROPOSED CB33-48
STA. 1771+55.36
FIRST POST OFF BRIDGE
STA. 1771+55.45
FIRST POST OFF BRIDGE
STA. 1772+68.46
FIRST POST OFF BRIDGE
STA. 1772+68.52
FIRST POST OFF BRIDGE
ASSEMBLY, TYPE 2
MGS BRIDGE TERMINAL
ASSEMBLY, TYPE 1
MGS BRIDGE TERMINAL
ASSEMBLY, TYPE 2
MGS BRIDGE TERMINAL
ESTIMATED PIPE LENGTH = 70'-0" (TYP)
HOLES TO ELEVATION 1005.00
HP10x42 STEEL PILES IN PREBORED
ELEV. = 1033.9`
T/SLOPE
EL. 1028.5
ELEV. = 1033.9`
T/SLOPE
EL. 1028.5
WALL
CAST-IN-PLACE
WALL
CAST-IN-PLACE
WALLS TO REMAIN, U.N.O.
EX. ABUTMENTS AND
TO BE REMOVED
EX. WALL
6'-0"VERTICAL CLEARANCE
POINT OF MINIMUM
¬
¬¬
¬¬
¬
U.N.O.
1772+00 1773+00
ASSEMBLY, TYPE 1, APP
MGS BRIDGE TERMINAL
19
21
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