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PROJECT DESCRIPTION
D07-BH FY19(C)
PID 99865
The proposed project involves maintenance activities on five bridges in Auglaize,
Mercer, and Shelby Counties. The project is necessary to address deterioration of the
structures, in order to maintain acceptable condition ratings.
At the AUG-364-0036 structure, traffic will be detoured for up to one month to allow for
construction. At all other locations, traffic will be maintained, although lane shifts or
closures may be required.
The project will be undertaken within the existing public right-of-way.
The project is funded with federal and state System Preservation Funds. Environmental
clearance is currently scheduled for 11/24/2017. The project is expected to be awarded in
January 2019.
AUG-364-0036, SFN 0603481: This 3-span bridge, constructed in 1958, carries SR 364
over Mile Creek in Jackson Township, Auglaize County/McClean Township, Shelby
County.
The following maintenance will be undertaken on this bridge:
Encase piers
Rebuild deck edges
Replace waterproofing and wearing surface
Patch concrete surfaces
The project is located in an agricultural area. Within the project area, minorities
represent 0% to 1% of the population; individual in poverty represent 7% to 15% of the
population.
In the immediate project area, there are no National Historic Landmarks, sites listed or
known eligible for the National Register of Historic Places, or sites for which Ohio
Historic/Archaeological Inventory forms have been completed. Ohio Historic Inventory
forms have been completed for several farmstead associated with the surrounding
agricultural properties.
Mile Creek is a modified warmwater habitat with a drainage area of 43.5 square miles at
the project location. Mussel beds are present at the bridge location and a relocation will
be required prior to construction. Narrow bank wetlands are present and will be impacted
by construction. There are no trees within the project limits at this location. The bridge
is located within the designated special flood hazard area associated with Mile Creek.
MER-119-0053, SFN 5401895: This 3-span bridge, constructed in 1956, carries SR 119
over Stoney Creek Creek in Gibson Township, Mercer County.
The following maintenance will be undertaken on this bridge:
Rebuild and seal left slab edge and bridge rail
Retrofit bridge rails
Install slope protection at rear abutment
Patch pier caps
Rebuild wing walls
Install scour protection around pier columns
The project is located in an area of mixed land-use, including a fruit farm, single-family
homes, and mowed lawn. Within the project area, minorities represent 1% to 5% of the
population; individual in poverty represent 19% to 29% of the population.
In the immediate project area, there are no National Historic Landmarks, sites listed or
known eligible for the National Register of Historic Places, or sites for which Ohio
Historic/Archaeological Inventory forms have been completed.
Stoney Creek is a warmwater habitat with a drainage area of 8.6 square miles at the
project location. No wetlands were identified at the project location. Trees within the
project construction limits do not offer suitable roost habitat for the Indiana or northern
long-eared bat. The bridge is located within the designated special flood hazard area
associated with Stoney Creek.
MER-119-0080, SFN 5401925: This 3-span bridge, constructed in 1956, carries SR 119
over Fort Creek in Gibson Township, Mercer County.
The following maintenance will be undertaken on this bridge:
Rebuild deck edges and seal with epoxy-uurethane
Rebuild wing walls
Install slope protection in front of abutments
The project is located in an agricultural area. Within the project area, minorities
represent 1% to 5% of the population; individual in poverty represent 19% to 29% of the
population.
In the immediate project area, there are no National Historic Landmarks, sites listed or
known eligible for the National Register of Historic Places, or sites for which Ohio
Historic/Archaeological Inventory forms have been completed.
Fort Creek does not have an assigned aquatic life use habitat. At the project location, it
has a drainage area of 6.6 square miles. One subfossil mussel shell was identified at the
bridge location; this was likely washed into the project area by flooding of the Wabash
River, approximately 100 feet downstream. Narrow bank/instream wetlands are present
and may be impacted by construction. There are no trees within the project limits at this
location. The bridge is located within the designated special flood hazard area associated
with Fort Creek.
MER-119-0250, SFN 5401984: This 3-span bridge, constructed in 1963, carries SR 119
over the Wabash River in Gibson Township, Mercer County.
The following maintenance will be undertaken on this bridge:
Rebuild and seal right slab edge
Encase rear pier columns
The project is located in an agricultural area. Within the project area, minorities
represent 5% of the population; individual in poverty represent 29% of the population.
In the immediate project area, there are no National Historic Landmarks, sites listed or
known eligible for the National Register of Historic Places, or sites for which Ohio
Historic/Archaeological Inventory forms have been completed.
The Wabash River is a warmwater habitat with a drainage area of 71.7 square miles at the
project location. Mussel beds are present at the bridge location and a relocation will be
required prior to construction. No wetlands were identified at the project location. Trees
within the project construction limits do not offer suitable roost habitat for the Indiana or
northern long-eared bat. The bridge is located within the designated special flood hazard
area associated with the Wabash River.
SHE-705-0307, SFN 7503423: This 3-span bridge, constructed in 1961, carries SR 705
over Loramie Creek McClean Township, Shelby County.
The following maintenance will be undertaken on this bridge:
Patch and seal abutments
Encase pier columns
Replace expansion joint plow fingers
The project is located in an agricultural area. Within the project area, minorities
represent 1% of the population; individual in poverty represent 21% of the population.
In the immediate project area, there are no National Historic Landmarks, sites listed or
known eligible for the National Register of Historic Places, or sites for which Ohio
Historic/Archaeological Inventory forms have been completed. An OHI form has been
completed for the farmstead associated with the agricultural lands in the southwest
quadrant; no right-of-way will be required from this property.
Loramie Creek is a warmwater habitat with a drainage area of 84.6 square miles at the
project location. Mussel beds are present at the bridge location and a relocation will be
required prior to construction. One small instream wetland is present and will be
impacted by construction. There are no trees within the project limits at this location.
The bridge is located within the designated special flood hazard area and floodway
associated with Loramie Creek.
´0 3,750 7,500 11,250 15,000 18,750
FeetD07-BH FY19(C)PID 99865
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5D
07-
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STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
AUGLAIZE, MERCER
N
SHELBY COUNTIES
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
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
PLAN PREPARED BY:
SIGNED:
DATE:
STANDARD CONSTRUCTION DRAWINGS
FEDERAL ROUTES
STATE ROUTES
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
2016 SPECIFICATIONS
O
S
UNDERGROUND UTILITIES
CHANGES LISTED IN THE PROPOSAL SHALL GOVERN
THIS IMPROVEMENT.
OHIO DEPARTMENT OF TRANSPORTATION
DISTRICT 7
1001 ST MARYS AVENUE
SIDNEY, OHIO
D07-BH-FY19 (C)
TITLE SHEET
LOCATION MAP
GENERAL NOTES
MAINTENANCE OF TRAFFIC
STRUCTURES OVER 20' SPAN:
AUG-364-0036
MER-119-0053
MER-119-0081
MER-119-0252
SHE-705-0308
REHABILITATION OF AUG-364-0036, MER-119-0053
MER-119-0081, MER-119-0252 AND SHE-705-0308
BY REBUILDING DECK EDGES USING ANODES, PATCHING
SUBSTRUCTURES, ENCASING PIER COLUMNS AND SEALING
CONCRETE WITH EPOXY URETHANE.
LATITUDE: 40 °17'49" LONGITUDE: 84 °09'40"
1
2
3
4
5-6
7-8
9-10
11-12
13-14
E150(557)
NONE
.96 ACRES
0 ACRES
N/A ACRES
FOR DESIGN DESIGNATIONS
SEE SHEET 2
FOR LOCATION MAPS
SEE SHEET 2
BP-3.1 7/18/14
DBR-2-73 7/19/02
DBR-3-11 7/15/11
DS-1-92 7/18/03
TST-1-99 7/15/16
800-2013 7/15/16
844 7/17/15
CA
LC
UL
AT
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CH
EC
KE
DH
ORIZ
ON
TA
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SC
AL
E IN F
EE
T
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D07-
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Y19 (C)
CW
W
XX
X
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
FEDERAL ROUTES
STATE ROUTES
LOCATION MAP
DESIGN DESIGNATION
NO
LATITUDE: 40 °24'50" LONGITUDE: 84 °47'42" (MER-119-0053)
LOCATION MAP LOCATION MAPLOCATION MAP
CURRENT ADT (2016)
DESIGN YEAR ADT (2039)
DESIGN HOURLY VOLUME (2016)
1,300
1,300
170
68 %
5 %
60 MPH
55 MPH
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT
DESIGN DESIGNATION (MER-119-0053)
NO
CURRENT ADT (2016)
DESIGN YEAR ADT (2039)
DESIGN HOURLY VOLUME (2016)
2,600
2,800
250
61 %
12 %
60 MPH
55 MPH
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT
DESIGN DESIGNATION
NO
CURRENT ADT (2016)
DESIGN YEAR ADT (2039)
DESIGN HOURLY VOLUME (2016)
2,700
3,300
330
62 %
14 %
60 MPH
55 MPH
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT
DESIGN DESIGNATION
NO
CURRENT ADT (2016)
DESIGN YEAR ADT (2039)
DESIGN HOURLY VOLUME (2016)
2,500
2,900
260
62 %
11 %
60 MPH
55 MPH
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT
DESIGN DESIGNATION (MER-119-0081)
NO
CURRENT ADT (2016)
DESIGN YEAR ADT (2039)
DESIGN HOURLY VOLUME (2016)
3,500
4,300
390
61 %
9 %
60 MPH
55 MPH
LO
CA
TIO
N
MA
P
LATITUDE: 40 °21'35" LONGITUDE: 84 °26'3 "
LATITUDE: 40 °24'48" LONGITUDE: 84 °47'24" (MER-119-0081)
LATITUDE: 40 °25'3 " LONGITUDE: 84 °45'40" LATITUDE: 40 °20'57" LONGITUDE: 84 °22'44"
N
MileCr.
OSTERLOH RD
C-20
WINNER RD
C-16
T-11
BE
RG
MA
NR
D
T-307
TRIE
BE
RR
D
T-349
Mile
Spring
SCHLATER
BR
AN
DE
WIE
RD
C-96
C-98
FORTMAN
T-100
C-17
5
T-18
1
T-12
Creek
WABASH
C-22
IN
DO
HIO
T-1
T-1
ST JOE
T-56
BARGER RD
T-30
LOWRY
RD
T-38
PARKRD
T-58
T-50
T-44
Creek
Creek
Creek
FTREC
MINSTER
RD
C-30B
ST
PE
TE
RR
D
C-31
WABASH
RD
C-21B
SHARPSBU
RG
RD
C-22
C-22
ST JOE RD
T-56
RD
RD
RD
HART RD
T-30A
REIN
HA
RD
RD
T-35
T-21A
T-33
WENDELRD
T-64
T-50
CROSS
ST
Creek C-27
RD
FRIE
ME
RIN
GR
D
C-94
RIN
G
CANAL RD#1
C-101
C-99
RD
FORTMAN RD
T-100
BR
UN
SR
D
T-99
FRIE
ME
RIN
GR
D
T-94
T-98T-98
T-19
0
GREY
STONED
R
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
FORT RECOVERY
FORT RECOVERY Saint
Earls
IslandR.J.C
Cree
k
705
364 705
49
119
49
119
49 66
705
362
SLM-00.36
AUG-364
SLM-00.53
MER-119SLM-00.81
MER-119
SLM-02.52
MER-119
SLM-03.08
SHE-705
CA
LC
UL
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UTILITIES
LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT
CONSTRUCTION LIMITS TOGETHER WITH THEIR RESPECTIVE
OWNERS:
EXISTING PLANS
NOTIFICATION
THE CONTRACTOR SHALL NOTIFY THE OHIO DEPARTMENT OF
PHONE: 937-497-6722
WORK LIMITS
THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL
CONSTRUCTION ONLY. PROVIDE THE INSTALLATION AND
OPERATION OF ALL WORK ZONE TRAFFIC CONTROL AND WORK
ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS
WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS.
TWO (2) WEEKS PRIOR TO BEGINNING WORK.
TRANSPORTATION DISTRICT 7 CONSTRUCTION ADMINISTRATOR
937-773-2523
PIQUA, OH 45356
344 W. USR 36
PIONEER RURAL ELECTRIC COOP
ELECTRIC
419-586-1807
DAVE FRITZ
CELINA, OH 45822
301 GRANDLAKE ROAD
FRONTIER COMMUNICATIONS
TELEPHONE
AUG-364-0036
MER-119-0053
419-942-1111 EXT: 9316
MIKE BOLEY
CELINA, OH 45822
6670 WABASH RD.
WABASH MUTUAL TELEPHONE
419-586-1807
DAVE FRITZ
CELINA, OH 45822
301 GRANDLAKE ROAD
FRONTIER COMMUNICATIONS
TELEPHONE
MER-119-0081
419-375-1056
RANDY DILLER
FT. RECOVERY, OH 45846
P.O. BOX 340
VILLAGE OF FT. RECOVERY
VILLAGE
419-226-4829
BRIAN HOLDEN
LIMA, OH 45801
150 S. JACKSON ST.
DOMINION EAST OHIO GAS
GAS
419-996-2249
MARK RICHHART
LIMA, OH 45805
8100 ELIDA ROAD
CHARTER
CABLE
419-942-1111 EXT: 9316
MIKE BOLEY
CELINA, OH 45822
6670 WABASH RD.
WABASH MUTUAL TELEPHONE
419-586-1807
DAVE FRITZ
CELINA, OH 45822
301 GRANDLAKE ROAD
FRONTIER COMMUNICATIONS
TELEPHONE
MER-119-0252
419-375-1056
RANDY DILLER
FT. RECOVERY, OH 45846
P.O. BOX 340
VILLAGE OF FT. RECOVERY
VILLAGE
419-942-1111 EXT: 9316
MIKE BOLEY
CELINA, OH 45822
6670 WABASH RD.
WABASH MUTUAL TELEPHONE
419-586-1807
DAVE FRITZ
CELINA, OH 45822
301 GRANDLAKE ROAD
FRONTIER COMMUNICATIONS
TELEPHONE
SHE-705-0308
937-295-3088
FORT LORAMIE, OH 45845
14 ELM STREET P.O. BOX 10
VILLAGE OF FORT LORAMIE
VILLAGE
937-331-4521
WILLIAM GOURLEY
DAYTON, OH 45439
1900 DRYDEN ROAD
DAYTON POWER & LIGHT CO.
ELECTRIC
419-753-2457
PRESTON MEYER
NEW KNOXVILLE, OH 45871
301 WEST SOUTH ST. P.O. BOX 219
NEW KNOXVILLE TELEPHONE
937-599-9285
AL HOCKLEY
SIDNEY, OH 45365
125 N. MAIN ST.
CENTURY LINK
419-586-1807
DAVE FRITZ
CELINA, OH 45822
301 GRANDLAKE ROAD
FRONTIER COMMUNICATIONS
TELEPHONE
SHE-705-0308 - SHE-705-2.86 (1960)
MER-119-0252 - MER-119-2.35 (1962)
MER-119-0081 - MER-119-00.00 (1954)
MER-119-0053 - MER-119-0.00 (1954)
AUG-364-0036 - DAR-364-0.07 (1957)
OFFICE IN SIDNEY OHIO.
EXISTING PLANS MAY BE INSPECTED IN THE ODOT DISTRICT 7
CA
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ITEM 614, WORK ZONE IMPACT ATTENUATOR FOR 24" WIDE
HAZARDS (UNIDIRECTIONAL OR BIDIRECTIONAL)
THIS ITEM SHALL CONSIST OF FURNISHING AND INSTALLING A
NON-GATING IMPACT ATTENUATOR. FURNISH AN IMPACT
ATTENUATOR FROM THE OFFICE OF ROADWAY ENGINEERING'S
APPROVED LIST FOR WORK ZONE IMPACT ATTENUATORS, FROM
THE ROADWAY STANDARDS WEB PAGE FOR ROADWAY STANDARDS
WEB PAGE.
INSTALLATION SHALL BE AT THE LOCATIONS SPECIFIED IN
THE PLANS IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
THE CONTRACTOR SHALL REPAIR OR REPLACE A DAMAGED
UNIT WITHIN 24 HOURS OF A DAMAGING IMPACT.
WHEN BIDIRECTIONAL DESIGNS ARE SPECIFIED, THE
CONTRACTOR SHALL SUPPLY APPROPRIATE TRANSITIONS.
PAYMENT FOR THE ABOVE WORK SHALL BE MADE AT THE UNIT
PRICE BID AND SHALL INCLUDE ALL LABOR, TOOLS, EQUIPMENT
AND MATERIALS NECESSARY TO CONSTRUCT AND MAINTAIN A
COMPLETE AND FUNCTIONAL IMPACT ATTENUATOR SYSTEM,
INCLUDING ALL RELATED BACKUPS, TRANSITIONS, LEVELING
PADS, HARDWARE AND GRADING, NOT SEPARATELY SPECIFIED,
AS REQUIRED BY THE MANUFACTURER.
A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION SHALL
BE MAINTAINED AT ALL TIMES, EXCEPT FOR A PERIOD NOT TO
AUG-364-0036
MER-119-0053
MER-119-0081
MER-119-0252
SHE-705-0308
ITEM 614, MAINTAINING TRAFFIC
NOTES AND DETAILS.
FOR THE MAINTENANCE OF TRAFFIC ACCORDING TO THESE PLAN
DRUMS AND ANY OTHER TRAFFIC CONTROL DEVICES NECESSARY
WORKING CONDITION) AND REMOVE ALL LIGHTS, SIGNS CONES,
(IN PROPER POSITION, CLEAN AND LEGIBLE, AND IN GOOD
THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN SIGNS
EXCEED 21 CONSECUTIVE CALENDAR DAYS FOR AUG-364-0036,
WHEN THROUGH TRAFFIC MAY BE DETOURED AS SHOWN ON SHEET
TO TRAFFIC BEYOND THE SPECIFIED LIMIT.
---. A DISINCENTIVE SHALL BE ASSESSED IN THE AMOUNT OF
$--- FOR EACH CALENDAR DAY THE ROADWAY REMAINS CLOSED
WORK ZONE MARKINGS AND SIGNS
THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN CARRIED
TO THE GENERAL SUMMARY FOR USE AT LOCATIONS IDENTIFIED
BY THE ENGINEER FOR WORK ZONE PAVEMENT MARKINGS AND
SIGNS PER THE REQUIREMENTS OF C&MS 614.04 AND 614.11.
ITEM 614, MAINTAINING TRAFFIC (NOTICE OF CLOSURE SIGN)
NOTICE OF CLOSURE SIGNS (W20-H13),SHALL BE ERECTED BY
THE CONTRACTOR PRIOR TO THE SCHEDULED ROAD OR RAMP CLOSURE
IN ACCORDANCE WITH THE NOTICE OF CLOSURE TIME TABLE BELOW.
[AT THE APPROVAL OF THE ENGINEER, PORTABLE CHANGABLE MESSAGE
SIGNS MAY BE USED IN LIEU OF THE STANDARD FLATSHEET SIGN
FOR CLOSURE DURATIONS OF LESS THAN 1 WEEK.]
THE SIGNS SHALL BE ERECTED ON THE RIGHT-HAND SIDE OF
THE ROAD/RAMP FACING TRAFFIC. THEY SHALL BE PLACED
SO AS NOT TO INTERFERE WITH THE VISIBILITY OF ANY
OTHER TRAFFIC CONTROL SIGNS. ON ROADWAYS, THEY
SHOULD BE ERECTED AT OR NEAR THE POINT OF CLOSURE.
THE SIGNS MAY BE ERECTED ANYWHERE ON RAMPS AS LONG AS
THEY ARE VISIBLE TO THE MOTORISTS USING THE RAMP.
ON ENTRANCE RAMPS, THE SIGN SHALL BE ERECTED WELL
IN ADVANCE OF THE MERGE AREA TO AVOID DISTRACTING
MOTORISTS.
THE SIGN SHALL DISPLAY THE DATE OF THE CLOSURE IN MMM-DD
FORMAT AND THE NUMBER OF DAYS OF THE CLOSURE. THE LAST
LINE OF THE W20-H13 SIGN LISTS A PHONE NUMBER WHICH A
NOTIFICATION OF TRAFFIC RESTRICTIONS
THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR
SHALL NOTIFY THE PROJECT ENGINEER IN WRITING OF ALL
TRAFFIC RESTRICTIONS AND UPCOMING MAINTENANCE OF
TRAFFIC CHANGES. THE CONTRACTOR SHALL ENSURE THE
WRITTEN NOTIFICATION IS SUBMITTED IN A TIMELY MANNER TO
ALLOW THE PROJECT ENGINEER TO MEET THE REQUIRED TIME
FRAMES SET FORTH IN THE TABLE BELOW TO INFORM THE D7
PUBLIC INFORMATION OFFICER. THIS NOTIFICATION SHALL BE
RECEIVED BY THE PROJECT ENGINEER PRIOR TO THE PHYSICAL
SETUP OF ANY APPLICABLE SIGNS OR MESSAGE BOARDS.
INFORMATION SHOULD INCLUDE, BUT IS NOT LIMITED TO, ALL
CONSTRUCTION ACTIVITIES THAT IMPACT OR INTERFERE WITH
TRAFFIC AND SHALL LIST THE SPECIFIC LOCATION, TYPE OF
WORK, ROAD STATUS, DATE AND TIME OF RESTRICTION,
DURATION OF RESTRICTION, NUMBER OF LANES MAINTAINED,
NUMBER OF LANES CLOSED, DETOUR ROUTES, IF APPLICABLE,
AND ANY OTHER INFORMATION REQUESTED BY THE PROJECT
ENGINEER.
ANY UNFORESEEN CONDITIONS NOT SPECIFIED IN THE PLANS
REQUIRING TRAFFIC RESTRICTIONS SHALL ALSO BE REPORTED
TO THE PROJECT ENGINEER USING THE NOTICE TO D7 PIO TIME
TABLE.
NOTICE TO D7 PIO TIME TABLE
ITEM
CLOSURE
OF
DURATION
D7 PIO
NOTICE DUE TO
CLOSURES
RAMP & ROAD
>= 2 WKSPRIOR TO CLOSURE
21 CALENDAR DAYS
< 2 WKS
> 12 HRS &
PRIOR TO CLOSURE
14 CALENDAR DAYS
< 12 HRSPRIOR TO CLOSURE
4 BUSINESS DAYS
RESTRICTIONS
AND
LANE CLOSURES >= 2 WKSPRIOR TO CLOSURE
14 CALENDAR DAYS
< 2 WKSPRIOR TO CLOSURE
2 BUSINESS DAYS
CHANGES
TRAFFIC PATTERN
CONSTRUCTION &
START OF
N/A
IMPLEMENTATION
PRIOR TO
14 CALENDAR DAYS
NOTICE OF CLOSURE SIGN TIME TABLE
ITEMOF CLOSURE
DURATION
TO PUBLIC
SIGN DISPLAYED
CLOSURES
RAMP & ROAD
>= 2 WKSPRIOR TO CLOSURE
14 CALENDAR DAYS
< 2 WKS
> 12 HRS &
PRIOR TO CLOSURE
7 CALENDAR DAYS
< 12 HRSPRIOR TO CLOSURE
2 BUSINESS DAYS
MOTORIST MAY CALL FOR ADDITIONAL INFORMATION (888-200-9919).
STAGE 2.
TO 119 EAST. DETAILED DETOUR PLANS WILL BE PROVIDED AT
SHEET . PROPOSED DETOUR ROUTE IS 705 TO 716 NORTH
TRAFFIC SHALL BE DETOURED AS DETAILED IN THE PLANS ON
CONCRETE PLACEMENT OR AS APPROVED BY THE ENGINEER.
MAY BE CLOSED USING STANDARD DRAWING MT-97.10 FOR
AND THE SHOULDER WILL BE CLOSED WITH PCB). A LANE
ON SHEET .(TRAFFIC WILL BE SHIFTED 2.5' TO THE RIGHT
TRAFFIC SHALL BE MAINTAINED AS DETAILED IN THE PLANS
PLACEMENT OR AS APPROVED BY THE ENGINEER.
CLOSED USING STANDARD DRAWING MT-97.10 FOR CONCRETE
PERFORMED UNDER FLAGGING OPERATIONS. A LANE MAY BE
REPAIR. THE WATERPROOFING AND ASPHALT WORK WILL BE
SHOULDER WILL BE CLOSED WITH PCB FOR EACH DECK EDGE
ON SHEET . (TRAFFIC WILL BE SHIFTED 2.5' AND THE
TRAFFIC SHALL BE MAINTAINED AS DETAILED IN THE PLANS
PLACEMENT OR AS APPROVED BY THE ENGINEER.
CLOSED USING STANDARD DRAWING MT-97.10 FOR CONCRETE
THE SHOULDER WILL BE CLOSED WITH PCB). A LANE MAY BE
ON SHEET . (TRAFFIC WILL BE SHIFTED 3' TO THE LEFT AND
TRAFFIC SHALL BE MAINTAINED AS DETAILED IN THE PLANS
APPROVED BY THE ENGINEER.
EXPANSION JOINT WORK AND CONCRETE PLACEMENT OR AS
MAY BE CLOSED USING STANDARD DRAWING MT-97.10 FOR
TRAFFIC SHALL BE MAINTAINED AT ALL TIMES EXCEPT A LANE
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
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
P001.dgn
Sheet 2/15/2017 12:5
9:3
9 P
M c
weis
s
5
14
1 2
SIT
E
PL
AN
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
WX
XX
XX
X
MM/
DD/
YY
0+00
0+00
NOTES
LEGEND
TYPE:
SPANS:
LOADING:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
STRUCTURAL FILE NUMBER:
DATE BUILT:
DISPOSITION:
ROADWAY:
EXISTING STRUCTURE
PROPOSED WORK
28' - 35' - 28' C/C BEARINGS
32'-0" F/F GUARD RAILS
CF = 30 (51)
NONE
AS-1-54 (15' LONG)
TANGENT
0603481
603481
CONT. REINFORCED CONCRETE SLAB
ON CAPPED PILE SUBSTRUCTURE.
TO BE REHABILITATED.
S.R. 364
OV
ER
MIL
E C
RE
EK
AU
GL
AIZ
E C
OU
NT
Y
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
BRID
GE
NO.:
AU
G-364-0036
7/1/1958
WEARING SURFACE: 6"` (1996)
.016 FT/FT
18 19 20 21 22
PLAN VIEW
PROFILE ALONG | CONSTRUCTION S.R. 364
S.R. 364
| CONSTRUCTION
32'-
0"
(TO REMAIN OPEN)
FIELD DRIVE(TO REMAIN OPEN)
FIELD DRIVE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
(DO NOT DISTURB)
OVERHEAD ELECTRIC
(DO NOT DISTURB)
OVERHEAD TELECOM
MIL
E C
REEK
19+00 20+00 21+00 22+00
950.59
950.47
950.35
950.23
950.71
950.83
950.95
951.
07
ELEVATIONS
PROFILE
EXISTING
BRIDGE LIMITS = 92'-6"
APP. SLAB
15'-0"
APP. SLAB
15'-0"
2:1̀ 2:1̀
DURING FIELD VISIT)
4. PATCH CONCRETE SURFACES. (LOCATIONS TO BE INDENTIFIED
3. REPLACE THE WATERPROOFING AND WEARING SURFACE.
2. REBUILD THE DECK EDGES
1. ENCASE THE PIERS
CONCRETE PIPE PILES (TYP.)
14" CAST-IN-PLACE REINFORCED940
920
900
960
PR. PIER ENCASEMENTS
STA. 19+38.75
TRANSITION
BEGIN PAVEMENT
STA. 21+61.25
TRANSITION
END PAVEMENT
STA. 20+03.75
END APP. SLAB
STA. 20+96.25
BEGIN APP. SLAB
OVER 20 FOOT SPAN
- ITEM 202 - PORTIONS OF STRUCTURE REMOVED,
EX. F/L 933.9`
ASSUMED 10-15YR H.W. ELEV. 946.7
935.71
OHWM ELEV.
EX. DITCHEX. DITCH
EX. DITCH
EX. DITCH
11'-
6"̀
11'-
6"̀
PURPOSES)
- PROPOSED ACCESS PATH (FOR ENVIRONMENTAL
- ITEM 507 PIER ENCASEMENT
SHEET .
3. TRAFFIC SHALL BE MAINTAINED PER DETAILS SHOWN ON
2. FORDING OF STREAM IS PROHIBITED.
FOR REFERENCE ONLY. ALL DIMENSIONS ARE CONSIDERED `.
1. DIMENSIONS AND DATA TAKEN FROM EXISTING PLANS AND ARE
55' RIGHT
STA. 18+30.00
50' LEFT
STA. 18+30.00
50' LEFT
STA. 22+00.00
55' RIGHT
STA. 22+00.00
(WORKPAD)
TEMPORARY FILL
(PIER ENCASEMENT)
PERMANENT FILL
DOWNSTREAM)
OHWM (UPSTREAM TO
LINEAR INVOLVEMENT BELOW
55 FT 30 FT
AREA OF IMPACT BELOW OHWM 672 SQ FT 76 SQ FT
VOLUME OF IMPACT BELOW OHWM 1082 CU FT 57 CU FT
DA
TE
ST
RU
CT
UR
E FIL
E
NU
MB
ER
CH
EC
KE
DR
EVIS
ED
DESIG
NE
DD
RA
WN
RE
VIE
WE
DD
ESIG
N
AG
EN
CY
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
M001.dgn
Sheet 2/15/2017 12:5
9:5
2 P
M c
weis
s
6
14
2 2
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
W
XX
X
XX
XM
M/
DD/
YY
603481
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
ST
AG
E 1
DE
TAILS
BRID
GE
NO.:
AU
G-364-0036
S.R. 364
OV
ER
MIL
E C
RE
EK
HALF TRANSVERSE SECTION
NOTES & LEGEND
PIER DETAILS
ABUTMENT SECTION
STD. DRAWING TST-1-99
PR. BRIDGE RAIL,SEE
DRAWING DS-1-92
DRIP STRIP, SEE STD.
1'-6"
6"
SEALING (TYP.)
LIMITS OF
- EMBEDDED GALVANIC ANODE (EGA)
WEARING SURFACE
PR. ASPHALT
PR. WATERPROOFING
| S.R. 364
ABOUT THE CENTERLINE
BRIDGE IS SYMMETRICAL
3"
1'-1‚
"̀
12'-0" - LANE4'-0" - SHOULDER
CMS ITEM 519 (TYP.)
PATCH CONCRETE PERWEARING SURFACE
PR. ASPHALT
WEARING SURFACE
PR. ASPHALT
EXPANSION JOINT
PR. POLYMER MODIFIED
| ABUTMENT PILE
BRIDGE LIMITS = 92'-6"
PR. WATERPROOFING
2'-0"
3'-
0"
1'-0"̀
PIPE PILES (TYP.)
14" CAST-IN-PLACE CONCRETE
EX. GROUND SLOPE
EX. GROUND SLOPE
3"
3"
2'-6"
SAWCUT REMOVAL LIMITS
TRANSVERSE STEEL SHALL NOT BE CUT.
1. EXISTING TRANSVERSE REINFORCING STEEL TO REMAIN.
- PR. QC2 BRIDGE DECK CONCRETE
- ITEM 446 ASPHALT CONCRETE
- ITEM 519 CONCRETE PATCHING
FLOOD WATER LEVEL
TO RAISE THE TOP ABOVE THE NORMAL
MAY INCREASE THE ENCASEMENT LENGTH
3'-
0"
MIN.
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
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
P002.d
gn
Sheet 2/15/2017 12:5
9:5
4 P
M c
weis
s
7
14
1 2
SIT
E
PL
AN
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
WX
XX
XX
X
MM/
DD/
YY
0+00
0+00
NOTES
LEGEND
TYPE: CONTINUOUS REINFORCED CONCRETE SLAB
ON CAPPED PILE PIERS AND ABUTMENTS.
SPANS:
LOADING:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
STRUCTURAL FILE NUMBER:
DATE BUILT:
DISPOSITION:
ROADWAY:
26' - 32.5' - 26' C/C BEARINGS
F/F GUARDRAIL38'
CF - 130 (51)
30° R.F.
AS-1-54 (15' LONG)
1° CURVE LEFT
5401895
7/1/1956
TO BE REHABILITATED
EXISTING STRUCTURE
PROPOSED WORK
BRID
GE
NO.:
ME
R-119-0053
S.R. 119
OV
ER S
TO
NY C
RE
EK
ME
RC
ER C
OU
NT
Y
54018
95
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
28 29
PLAN VIEW
PROFILE ALONG | CONSTRUCTION S.R. 119
ST
ON
Y CREE
K
30'-
0"
45'-
0"
PR. CONSTRUCTION LIMITS
PR. CONSTRUCTION LIMITS
RETROFIT BRIDGE RAIL
REBUILD SLAB EDGE AND
(DO NOT DISTURB)
OVERHEAD ELECTRIC
TO R
EM
AIN
OP
EN
EX.
DRIV
E
TO R
EM
AIN
OP
EN
EX.
DRIV
E
TO R
EM
AIN
OP
EN
EX.
DRIV
E
BRIDGE LIMITS = 86'-2ƒ"`
15'-0"
APP. SLAB
15'-0"
APP. SLAB
& WATERPROOFING
- REPLACE ASPHALT WEARING SURFACE
- REBUILD SLAB EDGE AND WINGWALLS.
38'-
0"̀
11'-
6"̀
4'-
0"̀
30°0'0"
7. RETROFIT BRIDGE RAILS PER STD. DRAWING DBR-3-11.
6. SEAL THE LEFT SLAB EDGE.
5. PLACE SCOUR PROTECION AROUND PIER COLUMNS.
4. REBUILD WINGWALLS.
3. PATCH PIER CAP SPALLING.
2. PLACE SLOPE PROTECTION AROUND REAR ABUTMENT.
1. REBUILD THE LEFT SLAB EDGE AND BRIDGE RAIL.
STA. 28+83.23
BEGIN APP. SLAB
STA. 27+97.00
END APP. SLAB
CHORD
REFERENCE
28+00 28+50 29+0027+50
ELEVATIONS
PROFILE
EXISTING
921.
90
921.
86
921.
86
921.
86
920
900
880
940
OHWM = 911.26
EX. F/L = 907.84
11'-
6"̀
PATCH PIER CAP
(TYP.)
REBUILD WINGWALLS
SHEET .
3. TRAFFIC SHALL BE MAINTAINED PER DETAILS SHOWN ON
2. FORDING OF STREAM IS PROHIBITED.
FOR REFERENCE ONLY. ALL DIMENSIONS ARE CONSIDERED `.
1. DIMENSIONS AND DATA TAKEN FROM EXISTING PLANS AND ARE
(WORKPAD)
TEMPORARY FILL
(SCOUR PROTECTION)
PERMANENT FILL
DOWNSTREAM)
OHWM (UPSTREAM TO
LINEAR INVOLVEMENT BELOW
60 FT 54 FT
AREA OF IMPACT BELOW OHWM 1106 SQ FT 815 SQ FT
VOLUME OF IMPACT BELOW OHWM 4488 CU FT 3583 CU FT
PURPOSES)
- PROPOSED ACCESS PATH (FOR ENVIRONMENTAL
DA
TE
ST
RU
CT
UR
E FIL
E
NU
MB
ER
CH
EC
KE
DR
EVIS
ED
DESIG
NE
DD
RA
WN
RE
VIE
WE
DD
ESIG
N
AG
EN
CY
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
M002.d
gn
Sheet 2/15/2017 12:5
9:5
6
PM c
weis
s
8
14
2 2
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
W
XX
X
XX
XM
M/
DD/
YY
ST
AG
E 1
DE
TAILS
BRID
GE
NO.:
ME
R-119-0053
S.R. 119
OV
ER S
TO
NY C
RE
EK
54018
95
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
TRANSVERSE SECTION
NOTES & LEGEND
PIER DETAILABUTMENT SECTION
| S.R. 119
SHOULDER = 7'-6"`
EX. GROUND LINE
(REAR ABUTMENT ONLY)
PR. SLOPE PROTECTION
(LEFT DECK EDGE ONLY)
REPLACE ASPHALT WEARING SURFACE| ABUTMENT PILES
BRIDGE LIMITS
MINED FOR STAGE 2)
(SIZE TO BE DETER-
PROTECTION (TYP.)
PR. ROCK CHANNEL
WEARING SURFACE
PR. ASPHALT
6"
SEALING
LIMITS OF
DRAWING DBR-3-11
RETROFIT PER STANDARD
SEE STD. DRAWING DS-1-92
PR. DRIP STRIP,
RETROFIT PER STD. DRAWING DBR-3-11
REINSTALL EX. BRIDGE RAIL AND
1'-6"
SHOULDER = 7'-6"`
- EMBEDDED GALVANIC ANODE (EGA)
- PR. ASPHALT PAVEMENT
- PR. CONCRETE PATCHING PER ITEM 519
1'-1ƒ
"̀
LANE = 11'-6"`
38'-0"`
LANE = 11'-6"`
ASP
HA
LT
4"̀ E
X.
SAWCUT REMOVAL LIMITS
3'-0"
EXPANSION JOINT
TO REPAIRING THE
PATCH CONCRETE PRIOR
DECK EDGE REPAIR
WITHIN THE LIMITS OF THE
MODIFIED EXPANSION JOINT
REPLACE THE POLYMER
- PR. QC2 BRIDGE DECK CONCRETE
WINGWALL DETAIL
EDGE OF SLAB
ABUTMENT FACE
2'-
0"̀
EX. STEEL TO REMAIN
TRANSVERSE STEEL SHALL NOT BE CUT.
1. EXISTING TRANSVERSE REINFORCING STEEL TO REMAIN.
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
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
P003.d
gn
Sheet 2/15/2017 12:5
9:5
8 P
M c
weis
s
9
14
1 2
SIT
E
PL
AN
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
WX
XX
XX
X
MM/
DD/
YY
0+00
0+00
TYPE:
SPANS:
LOADING:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
STRUCTURAL FILE NUMBER:
DATE BUILT:
DISPOSITION:
ROADWAY:
EXISTING STRUCTURE
PROPOSED WORK
22' - 27.5' - 22' C/C BEARINGS
38'-0" F/F GUARDRAILS
CF = 130 (51)
NONE
AS-1-54 (15' LONG)
TANGENT
5401925
TO BE REHABILITATED.
CONTINUOUS REINFORCED CONCRETE SLAB
WITH CAPPED PILE SUBSTRUCTURE.
BRID
GE
NO.:
ME
R-119-0081
S.R. 119
OV
ER F
OR
T C
RE
EK
ME
RC
ER C
OU
NT
Y
54019
25
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
7/1/1956
NOTES
LEGEND
41 42 43 4445
PC Sta. 43+17.14
3. PLACE SLOPE PROTECTION IN FRONT OF ABUTMENTS.
2. REBUILD WING WALLS.
1. REBUILD BOTH DECK EDGES AND SEAL WITH EPOXY-URETHANE.
| CONSTRUCTION S.R. 119
STA. 42+41.25
END APP. SLAB
STA. 43+14.25
BEGIN APP. SLAB
PR. CONSTRUCTION LIMITS
PR. CONSTRUCTION LIMITS
(DO NOT DISTURB)
EX. TELECOM UTILITY
(DO NOT DISTURB)
EX. ELECTRIC & TELECOM UTILITY
| LOWRY ROAD
38'-
0"̀
BRIDGE LIMITS = 73'-0"
15'-0"
APP. SLAB
15'-0"
APP. SLAB
920
900
880
940
42+00 43+00 44+0041+00 45+00
ELEVATIONS
PROFILE
EXISTING
921.
86
921.
86
921.
86
921.
86
921.
86
921.
86
921.
86
921.
86
PLAN VIEW
PROFILE ALONG | CONSTRUCTION S.R. 119
2:1̀ 2:1̀
(TYP.)
REBUILD WINGWALLS
DBR-3-11 (TYP.)
& RETROFIT PER STD. DRAWING
REINSTALL EX. BRIDGE RAIL
FO
RT C
RE
EK
(TYP.)
PR. SLOPE PROTECTION
5-10 YR. STORM HW 916.0
54'-
0" (T
YP.)
50'-
0" (T
YP.)
OVER 20 FOOT SPAN
- ITEM 202 - PORTIONS OF STRUCTURE REMOVED,
PURPOSES)
- PROPOSED ACCESS PATH (FOR ENVIRONMENTAL
SHEET .
3. TRAFFIC SHALL BE MAINTAINED PER DETAILS SHOWN ON
2. FORDING OF STREAM IS PROHIBITED.
FOR REFERENCE ONLY. ALL DIMENSIONS ARE CONSIDERED `.
1. DIMENSIONS AND DATA TAKEN FROM EXISTING PLANS AND ARE
OHWM = 908.2
(WORKPAD)
TEMPORARY FILL
(SLOPE PROTECTION)
PERMANENT FILL
DOWNSTREAM)
OHWM (UPSTREAM TO
LINEAR INVOLVEMENT BELOW
44 FT 0 FT
AREA OF IMPACT BELOW OHWM 374 SQ FT 0 SQ FT
VOLUME OF IMPACT BELOW OHWM 187 CU FT 0 CU FT
11'-
6"
11'-
6"
DA
TE
ST
RU
CT
UR
E FIL
E
NU
MB
ER
CH
EC
KE
DR
EVIS
ED
DESIG
NE
DD
RA
WN
RE
VIE
WE
DD
ESIG
N
AG
EN
CY
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
M003.d
gn
Sheet 2/15/2017 1:00:0
0
PM c
weis
s
10
14
2 2
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
W
XX
X
XX
XM
M/
DD/
YY
ST
AG
E 1
DE
TAILS
BRID
GE
NO.:
ME
R-119-0081
S.R. 119
OV
ER F
OR
T C
RE
EK
54019
25
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
HALF TRANSVERSE SECTION
ABUTMENT SECTION
NOTES & LEGEND
| S.R. 119 REBUILD WINGWALLS
| S.R. 119
1'-0•
"̀
3"
3"
6"
LIMITS OF SEALING
1'-6"
- PR. ASPHALT WEARING SURFACE
2'-6"
HALF BRIDGE WIDTH = 19'-0"
SHOULDER = 7'-6" LANE = 11'-6"
RETROFIT PER STD. DRAWING DBR-3-11
REINSTALL EX. BRAIDGE RAIL AND
SEE STD. DRAWING DS-1-92
PR. DRIP STRIP,
SAWCUT REMOVAL LIMITS
PR. TYPE 3 WATERPROOFING
SLAB LIMITS = 38'-0"
2'-
6"̀
2'-
6"̀
BRIDGE SLAB SEAT
EX. GROUND LINE
- EMBEDDED GALVANIC ANODE (EGA)
- PR. QC2 BRIDGE DECK CONCRETE
TRANSVERSE STEEL SHALL NOT BE CUT.
1. EXISTING TRANSVERSE REINFORCING STEEL TO REMAIN.1'-4"
DESIGN TRAFFIC:
DIRECTIONAL DISTRIBUTION =
HYDRAULIC DATA
DRAINAGE AREA = SQ. MILES
YEAR
FEET.
STRUCTURE CLEARS THE
DESIGN HW BY
TYPE:
SPANS:
LOADING:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
STRUCTURAL FILE NUMBER:
DATE BUILT:
DISPOSITION:
ROADWAY:
EXISTING STRUCTURE
PROPOSED WORK
CONTINUOUS REINFORCED CONCRETE SLAB
WITH CAPPED PILE SUBSTRUCTURE
34'-0", 42'-6", 34'-0"
36'-0" F/F GUARDRAILS
CF - 130(57)
6°35' R.F.
AS-1-54 (25' LONG)
0°-28' CURVE RIGHT
3/16" / FT
5401984
1963
TO BE REPAIRED
10-15
2.2
70.8
2015 ADT = 2700 2015 ADTT =
2035 ADT = 3300 2035 ADTT =
432
528
0.62
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
CW
WC
WW
D07-
BH-F
Y19 (C)
B
RID
GE.:
ME
R-119-0252
S.R. 119
OV
ER
WA
BA
SH RIV
ER
133+25.00
134+37.01
OD
OT
DIS
TRIC
T 7
P
LA
NNIN
G
& E
NGIN
EE
RIN
G
54019
84
PID
No.
99
86
5
ME
RC
ER C
OU
NT
Y
I:\
ProjectData\
D07\
998
65
_B
H-F
Y19_
C\
Desig
n\
Road
way\
Sheets\
998
65
_S
P004.d
gn
Sheet
2/15/2
017
1:0
0:0
3
PM c
weiss
21
11
14
GE
NE
RA
L
PL
AN
5.0" (1998) WEARING COURSE:
3. ENCASE THE REAR PIER COLUMNS
2. SEAL RIGHT SLAB EDGE
1. REBUILD RIGHT SLAB EDGE USING ANODES
NOTES
LEGEND
132 133 134 135 136
4:1
4:1
2:1
2:1
4:1
4:1
4:1
4:1
AND DITCH
EX. TOE OF SLOPE
AND DITCH
EX. TOE OF SLOPE
PR. CONSTRUCTION LIMITS
PR. CONSTRUCTION LIMITS
TO B
E
MAIN
TAIN
ED
EX. FIE
LD
DRIV
ESTA. 133+25.00
END APP. SLAB
STA. 134+37.01
BEGIN APP. SLAB
WA
BAS
H RIV
ER
11'-
6"
11'-
6"
S.R. 119
| CONSTRUCTION
2:1̀2:1̀
132+00 133+00 134+00 135+00
920
940
960
900
934.26
934.26
934.13
934.04
934.00
934.00
934.05
934.13
934.27
ELEVATIONS
PROFILE
EXISTING
APP. SLAB
25'-0"`
ST
A. 13
3+25.00
ST
A. 13
4+37.01
= 930.39
25 YR. H.W.
PROFILE ALONG | CONSTRUCTION S.R. 119
PLAN VIEW
+1.26%-1.17%
APP. SLAB
25'-0"`
1
BRIDGE LIMITS = 112.01'`
REBUILD SLAB EDGE
PIER COLUMNS
ENCASE REAR
36'-
0"̀
(WORKPAD)
TEMPORARY FILL
(PIER ENCASEMENT)
PERMANENT FILL
DOWNSTREAM)
OHWM (UPSTREAM TO
LINEAR INVOLVEMENT BELOW
65 FT 34 FT
AREA OF IMPACT BELOW OHWM 689 SQ FT 25 SQ FT
VOLUME OF IMPACT BELOW OHWM 517 CU FT 75 CU FT
OVER 20 FOOT SPAN
- ITEM 202 - PORTIONS OF STRUCTURE REMOVED,
PURPOSES)
- PROPOSED ACCESS PATH (FOR ENVIRONMENTAL
- ITEM 507 PIER ENCASEMENT
SHEET .
3. TRAFFIC SHALL BE MAINTAINED PER DETAILS SHOWN ON
2. FORDING OF STREAM IS PROHIBITED.
FOR REFERENCE ONLY. ALL DIMENSIONS ARE CONSIDERED `.
1. DIMENSIONS AND DATA TAKEN FROM EXISTING PLANS AND ARE
OHWM = 918.81
& WATERPROOFING
- REPLACE ASPHALT WEARING SURFACE
DA
TE
ST
RU
CT
UR
E FIL
E
NU
MB
ER
CH
EC
KE
DR
EVIS
ED
DESIG
NE
DD
RA
WN
RE
VIE
WE
DD
ESIG
N
AG
EN
CY
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
M004.d
gn
Sheet 2/15/2017 1:00:16
PM c
weis
s
12
14
2 2
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
W
XX
X
XX
XM
M/
DD/
YY
ST
AG
E 1
DE
TAILS
BRID
GE
NO.:
ME
R-119-0252
S.R. 119
OV
ER
WA
BA
SH RIV
ER
54019
84
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
NOTES & LEGEND
ABUTMENT SECTION
TRANSVERSE SECTION
36'-0"
- EMBEDDED GALVANIC ANODE (EGA)
- QC2 BRIDGE DECK CONCRETE
1'-5"̀ 3"
6"
LIMITS OF SEALING
USING NEW TYPE B ANCHORS
REINSTALL EXISTING BRIDGE RAIL
LANE = 11'-6"
5'-0"
- PROPOSED ASPHALT CONCRETE WEARING SURFACE
REAR PIER DETAIL
PILES (TYP.)
EX. 12BP53 PIER
PR. PIER ENCASEMENT
1'-0"̀
3'-
0"
3'-
0"
EX. GROUND LINE
EX. GROUND LINE
| ABUTMENT PILES
BRIDGE LIMITS
EXPANSION JOINT
PR. POLYMER MODIFIED
WEARING SURFACE
PR. ASPHALT
SHOULDER = 6'-6" SHOULDER = 6'-6"LANE = 11'-6"| S.R. 119
WEARING SURFACE
PR. ASPHALT
2'-0"
3'-0"
SAWCUT REMOVAL LIMITS
SEE STD. DRAWING DS-1-92
PR. DRIP STRIP,
ASP
HA
LT
5"̀ E
X.
STAGE.
ENCASEMENT ABOVE THE NORMAL FLOOD
MAY INCREASE INORDER TO EXTEND THE
THE HEIGHT OF THE PIER ENCASEMENTS TRANSVERSE STEEL SHALL NOT BE CUT.
1. EXISTING TRANSVERSE REINFORCING STEEL TO REMAIN.
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
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
P005.d
gn
Sheet 2/15/2017 1:00:18 P
M c
weis
s
13
14
1 2
SIT
E
PL
AN
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
WX
XX
XX
X
MM/
DD/
YY
0+00
0+00
TYPE:
SPANS:
LOADING:
SKEW:
APPROACH SLABS:
ALIGNMENT:
CROWN:
STRUCTURAL FILE NUMBER:
DATE BUILT:
DISPOSITION:
ROADWAY:
EXISTING STRUCTURE
PROPOSED WORK
CONTINUOUS STEEL BEAM WITH COMPOSITE
REINFORCED CONCRETE DECK AND SUBSTRUCTURE.
56'-0", 70'-0", 56'-0", | BEARING
36'-0" F/F GUARDRAIL
HS20-44 AND ALTERNATE MILITARY, CASE 2
45° 00' 00" LF
25'-0" LONG (AS-1-81)
TANGENT
0.0156
7503423
TO BE REHABILITATED.
BRID
GE
NO.:
SH
E-705-0308
S.R. 705
OV
ER L
OR
AMIE C
RE
EK
SH
EL
BY C
OU
NT
Y
7503423
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
7/1/1961
NOTES
LEGEND
162 163 164
TS Sta. 16
4+66.61
165 166
960
940
920
900
980
163+00 164+00 165+00 166+00162+00
951.
15
951.
21
951.
01
950.87
950.73
950.43
BRIDGE LIMITS = 188.36'
25'-0"
APP. SLAB
25'-0"
APP. SLAB
PLAN VIEW
PROFILE ALONG | CONSTRUCTION S.R. 705
36'-
0"
EL. 932.5
NORMAL WATER
CONCRETE PILES (TYP.)
14" CAST-IN-PLACE REINFORCED
(TYP.)
PR. PIER ENCASEMENT
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
S.R. 705
| CONSTRUCTIONSTA. 162+76.82
END APPROACH SLABSTA. 164+65.18
BEGIN APPROACH SLAB
(DO NOT DISTURB)
OVERHEAD ELECTRIC
(DO NOT DISTURB)
OVERHEAD TELECOM
65' RIGHT
STA. 164+66.61
34.826' RIGHT
STA. 165+92.66
34.826' RIGHT
STA. 166+7.67
60' LEFT
STA. 165+50
C
REEK
FO
RT L
OR
AMIE
(DO NOT DISTURB)
EX. OVERHEAD ELECTRIC
PURPOSES)
- PROPOSED ACCESS PATH (FOR ENVIRONMENTAL
- ITEM 507 PIER ENCASEMENT
SHEET .
3. TRAFFIC SHALL BE MAINTAINED PER DETAILS SHOWN ON
2. FORDING OF STREAM IS PROHIBITED.
FOR REFERENCE ONLY. ALL DIMENSIONS ARE CONSIDERED `.
1. DIMENSIONS AND DATA TAKEN FROM EXISTING PLANS AND ARE
12'-
0"
12'-
0"
C (TYP.)
PROTECTION TYPE
EX. ROCK CHANNEL
(WORKPAD)
TEMPORARY FILL
(PIER ENCASEMENT)
PERMANENT FILL
DOWNSTREAM)
OHWM (UPSTREAM TO
LINEAR INVOLVEMENT BELOW
70 FT 48 FT
AREA OF IMPACT BELOW OHWM 1384 SQ FT 57 SQ FT
VOLUME OF IMPACT BELOW OHWM 3114 CU FT 153 CU FT
TO BE REPLACED (TYP.)
EXPANSION JOINT PLOW FINGERS
5. REPLACE EXPANSION JOINT PLOW FINGERS.
4. ENCASE PIER COLUMNS.
3. SEAL ABUTMENTS WITH EPOXY-URETHANE.
IN ABUTMENT.
2. INVESTIGATE EPOXY INJECTION OF VERTICAL CRACKS
1. PATCH ABUTMENTS PER ITEM 519.
PLOW FINGERS (TYP.)
REPLACE EXPANSION JOINT
5-10 YR. H.W. EL. 945.8
ANNUAL H.W. EL. 943.3
OHWM 935.2
DA
TE
ST
RU
CT
UR
E FIL
E
NU
MB
ER
CH
EC
KE
DR
EVIS
ED
DESIG
NE
DD
RA
WN
RE
VIE
WE
DD
ESIG
N
AG
EN
CY
PID
No.
I:\
Project
Data\
D07\99865_
BH-F
Y19
_C\
Desig
n\
Road
way\
Sheets\99865_S
M005.d
gn
Sheet 2/15/2017 1:00:3
1 P
M c
weis
s
14
14
2 2
D07-
BH-F
Y19 (C)
99
86
5
CW
W
XX
X
CW
W
XX
X
XX
XM
M/
DD/
YY
ST
AG
E 1
DE
TAILS
BRID
GE
NO.:
SH
E-705-0308
S.R. 705
OV
ER L
OR
AMIE C
RE
EK
7503423
OD
OT
DIS
TRIC
T 7
PL
AN
NIN
G
& E
NGIN
EE
RIN
G
PIER DETAILS
NOTES & LEGEND
NORMAL WATER
EX. GROUND LINE
2'-0"
- ITEM 519 CONCRETE PATCHING
64'-0"`
& | BEAM C
| CONSTRUCTION S.R. 705
ABUTMENT ELEVATION
3'-
0"
SECTION A-A
| BEARING
EX. GROUND LINE
TOP OF WINGWALL
DECK LIMITS
SEALER LIMITS (TYP.)
EPOXY-URETHANE
CO
NC
RE
TE S
EA
LE
R
LI
MIT
S
OF
BRIDGE LIMITS
CONCRETE PIPE PILES (TYP.)
14" CAST-IN-PLACE REINFORCED
1'-0"̀
3'-
0"
MIN.
FLOOD WATER LEVEL
TO RAISE THE TOP ABOVE THE NORMAL
MAY INCREASE THE ENCASEMENT LENGTH
1. REPLACE THE EXISTING EXPANSION JOINT PLOW FINGERS.
SEE NOTE 1.
Recommended