PROJECT DESCRIPTION D07-BH FY19(C) PID 99865 · Patch pier caps Rebuild wing walls Install scour protection around pier columns The project is located in an area of mixed land-use,

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.


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.



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.


over Fort Creek in Gibson Township, Mercer County.


Rebuild deck edges and seal with epoxy-uurethane

Rebuild wing walls

Install slope protection in front of abutments


represent 1% to 5% of the population; individual in poverty represent 19% to 29% of the

population.




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.


over the Wabash River in Gibson Township, Mercer County.


Rebuild and seal right slab edge

Encase rear pier columns


represent 5% of the population; individual in poverty represent 29% of the population.




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.


Patch and seal abutments

Encase pier columns

Replace expansion joint plow fingers


represent 1% of the population; individual in poverty represent 21% of the population.



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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MER-119-0053 Traffic Maintained

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AUG-364-0036 Detour

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SHE-705-0308 Traffic Maintained

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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

http://www.dot.state.oh.us/Divisions/Engineering/Pavement/Pages/Standard-Construction-Drawings.aspx

http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx




http://www.dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/Pages/ProposalNotesSupplementalSpecificationsandSupplements.aspx

http://www.dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/Pages/ProposalNotesSupplementalSpecificationsandSupplements.aspx

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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



DESIGN SPEED

LEGAL SPEED


NHS PROJECT

DESIGN DESIGNATION (MER-119-0053)

NO

CURRENT ADT (2016)



2,600

2,800

250

61 %

12 %

60 MPH

55 MPH



DESIGN SPEED

LEGAL SPEED


NHS PROJECT

DESIGN DESIGNATION

NO

CURRENT ADT (2016)



2,700

3,300

330

62 %

14 %

60 MPH

55 MPH



DESIGN SPEED

LEGAL SPEED


NHS PROJECT

DESIGN DESIGNATION

NO

CURRENT ADT (2016)



2,500

2,900

260

62 %

11 %

60 MPH

55 MPH



DESIGN SPEED

LEGAL SPEED


NHS PROJECT

DESIGN DESIGNATION (MER-119-0081)

NO

CURRENT ADT (2016)



3,500

4,300

390

61 %

9 %

60 MPH

55 MPH

LO

CA

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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

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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

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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

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RD

RD

T-35

T-21A

T-33

WENDELRD

T-64

T-50

CROSS

ST

Creek C-27

RD

FRIE

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RIN

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C-101

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T-100

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FORT RECOVERY

FORT RECOVERY Saint

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SLM-00.36

AUG-364

SLM-00.53

MER-119SLM-00.81

MER-119

SLM-02.52

MER-119

SLM-03.08

SHE-705

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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


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.


419-586-1807

DAVE FRITZ

CELINA, OH 45822

301 GRANDLAKE ROAD


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.


419-586-1807

DAVE FRITZ

CELINA, OH 45822

301 GRANDLAKE ROAD


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


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

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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


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


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

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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

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ER

CH

EC

KE

DR

EVIS

ED

DESIG

NE

DD

RA

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RE

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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


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:


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


ST

ON

Y CREE

K

30'-

0"

45'-

0"

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 .





(WORKPAD)

TEMPORARY FILL

(SCOUR PROTECTION)

PERMANENT FILL

DOWNSTREAM)

OHWM (UPSTREAM TO


60 FT 54 FT



PURPOSES)


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"`


- 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.


3'-0"

EXPANSION JOINT

TO REPAIRING THE

PATCH CONCRETE PRIOR

DECK EDGE REPAIR

WITHIN THE LIMITS OF THE

MODIFIED EXPANSION JOINT

REPLACE THE POLYMER


WINGWALL DETAIL

EDGE OF SLAB

ABUTMENT FACE

2'-

0"̀

EX. STEEL TO REMAIN



DA

TE

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RU

CT

UR

E FIL

E

NU

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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:


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


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



(DO NOT DISTURB)

EX. TELECOM UTILITY

(DO NOT DISTURB)

EX. ELECTRIC & TELECOM UTILITY

| LOWRY ROAD

38'-

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


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


PURPOSES)


SHEET .





OHWM = 908.2

(WORKPAD)

TEMPORARY FILL

(SLOPE PROTECTION)

PERMANENT FILL

DOWNSTREAM)

OHWM (UPSTREAM TO


44 FT 0 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


PR. DRIP STRIP,


PR. TYPE 3 WATERPROOFING

SLAB LIMITS = 38'-0"

2'-

6"̀

2'-

6"̀

BRIDGE SLAB SEAT

EX. GROUND LINE




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:


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



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.


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


65 FT 34 FT



OVER 20 FOOT SPAN


PURPOSES)



SHEET .





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"


- 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"



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.


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D07\99865_

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99

86

5

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XX

X

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WX

XX

XX

X

MM/

DD/

YY

0+00

0+00

TYPE:

SPANS:

LOADING:

SKEW:

APPROACH SLABS:

ALIGNMENT:

CROWN:


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


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

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NGIN

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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


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)



SHEET .





12'-

0"

12'-

0"

C (TYP.)

PROTECTION TYPE

EX. ROCK CHANNEL

(WORKPAD)

TEMPORARY FILL

(PIER ENCASEMENT)

PERMANENT FILL

DOWNSTREAM)

OHWM (UPSTREAM TO


70 FT 48 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

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NO.:

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E-705-0308

S.R. 705

OV

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7503423

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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.

Documents

PROJECT DESCRIPTION D07-BH FY19(C) PID 99865 · Patch pier caps Rebuild wing walls Install scour protection around pier columns The project is located in an area of mixed land-use,