memorial highway - maine turnpike · 2018. 12. 11. · astm a709/a709m, grade 36 astm a615/a615m,...

2

2

QUANTITIES

DPD

NOT TO SCALE

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Date:2/17/2

017

CONTRACT:

SHEET NUMBER:

OFMTA PROJECT MANAGER:

Scale:

No. Revision By Date

Designed by:

CONSULTANT PROJECT MANAGER:

By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596

VANASSE HANGEN BRUSTLIN, INC.

500 Southborough Dr.

Suite 105B

South Portland, ME 04106

VHB:55108.00

2017.05 36

SOUTHERN BRIDGE REPAIRS

MTA PROJECT NO. 2017.05

MED

TSB

RSB2/17/17

2/17/17 2/17/17 RALPH C. NORWOOD, IV

2/17/17

ESTIMATED QUANTITIES

ITEM NO. DESCRIPTION UNITTotal

Quantity

Ridge Road

Beech

Hill Road

CiderRoute 236

Interchange

York

Thomas Road

Captain

Road

Two Rod

Street

North

Road

Tatnic

202.30

403.210

409.15

502.29

502.71

507.095

513.09

515.201

515.202

518.10

518.20

518.391

518.4

518.75

518.80

520.24

520.2401

520.2408

520.2409

526.301

607.431

615.07

618.14

629.05

631.1

631.11

631.12

631.171

631.36

645.135

652.30

652.312

652.33

652.34

652.35

652.41

652.45

656.75

659.10

Remove Existing Concrete Wearing Surface (1126 SY)

Hot Mix Asphalt, 9.5 mm Nominal Maximum Size

Bituminous Tack Coat - Applied

Structural Concrete Wearing Surface on Bridges (130 CY)

Bridge Drain Pipe Extension

Aluminum Bridge Railing - Splice Retrofit

Slope Protection - Portland Cement Concrete

Pigmented Protective Coating for Concrete Surfaces

Clear Protective Coating for Concrete Surfaces

Abutment Repairs

Pier Repairs

Repairing Granite Curb Joint and Bedding Mortar

Epoxy Injection Crack Repair

Fascia and Overhang Repairs

Partial Depth Concrete Deck Repairs

Bridge Joint Modification - Joint Sealant

Bridge Joint Modification Type 1

Bridge Joint Modification - Captain Thomas

Temporary Concrete Barrier, Type 1

Work Zone Crash Cushions

Snow Fence

Loam

Seeding Method Number 2

Hand Labor, Straight Time

Air Compressor (Including Operator)

Air Tool (Including Operator)

All Purpose Excavator (Including Operator)

Truck - Small (Including Operator)

Foreman

Bridge Overpass Mounted Sign Support

Flashing Arrow

Type III Barricades

Drum

Cone

Construction Signs

Maintenance of Traffic Control Devices

Portable Changeable Message Sign

Truck Mounted Attenuator

Mobilization

1

4

3

1

12

23

30

6

74

53

880

1

1

1

4

1,385

2

2

1

8

2

350

100

1

6

20

1

1

4

8

460

500

40

74

20

370

1

304

32

1

1

4

15

30

540

790

356

6

45

53

510

LS

TON

Gal

LS

EA

EA

SY

SY

SY

SF

SF

LF

LF

SF

SF

LF

LS

LS

UNIT

LF

CY

UNIT

HR

HR

HR

HR

HR

HR

EA

EA

EA

EA

EA

EA

SF

LS

EA

CD

LS

LS

LS

1

328

2

2

32

42

4

50

432

10

2

4

810

290

133

321

10 10 10 10 10

1

1

4

1

8

2

350

100

6

20

1

830.17 1

3

1

202.202 Removing Pavement Surface SY 42

50

Bridge Drainage Modification - Cider Hill

LS

LS

527.341

Field Office Type B

652.361

Temporary Soil Erosion and Water Pollution Control .33 .33 .33

.32 .34 .34 Utility Conduit Hanger System Hardware

424.3333 LF 500

EA507.0929 Aluminum Bridge Rail - 2 Bar Post Remove & Reset

500

1 1

627.712 LF 4 Inch White or Yellow Pavement Marking Line 1,050 1,050

LS652.3611 1 1 Maintenance of Traffic Control Devices - Utility Repairs

On-Ramp

Route 1

1,580

529

65

134

50

50

50

50

50

3,199

.17

3 5

50

50

50

50

50

3,199

.83

639.19

10

Low Modulus Joint Sealer, Applied

1,810

GENERAL NOTES

3

3

SPECIFICATIONS

DESIGN LOADING

GENERAL CONSTRUCTION NOTES

Live Load (for existing components) HS 20-44

NEW MATERIALS

BASIC DESIGN STRESSES (NEW MATERIALS)

Functional Class

Design Speed (MPH) (for existing)

AADT

SUPERSTRUCTURE NOTES

High Strength Bolts (except as noted)

All Material (except as noted)

Structural Steel:

Reinforcing Steel

Concrete (Unless noted otherwise)

ASTM A 325

ASTM A 709/A 709M, Grade 36

Structural Steel:

Reinforcing Steel

Concrete

ASTM A325, Type 1

ASTM A709/A709M, Grade 36

ASTM A615/A615M, Grade 60

Class AAA - Modified

Functional Class


AADT

Functional Class


AADT

Functional Class


AADT

Functional Class


AADT

Minor Collector

35

2,670

Principal Arterial

45

18,240

Major Urban Collector

35

5,650

Minor Arterial

40

19,570

Third Edition with 2016 Interims

AASHTO LRFD Bridge Construction Specifications,

December of 2014, with all revisions thereto.

Details for Highways and Bridges, Revision of

State of Maine Department of Transportation Standard

Revision of December 2014.

Construction: State of Maine Department of Transportation Standard Specifications,

Design: AASHTO LRFD Bridge Design Specifications, 2014 with 2016 Interims.

TRAFFIC DATA

I-95

BEECH RIDGE ROAD UNDERPASS BRIDGE

CIDER HILL ROAD UNDERPASS BRIDGE

YORK INTERCHANGE UNDERPASS BRIDGE

ROUTE 236 UNDERPASS BRIDGE

EROSION CONTROL NOTES

UTILITIES NOTESPrincipal Arterial Interstate

70

45,100

Fu = 120,000 psi

Fy = 36,000 psi

fy = 60,000 psi

f'c = 4,500 psi9.

8.

7.

6.

5.

4.

3.

2.

1.

Exposed concrete surfaces of the abutments as shown in these plans.

All exposed concrete surfaces of the piers.

coating for concrete surfaces shall be applied to the following areas:

For Beech Ridge Road, Cider Hill Road and York Interchange pigmented protective

as-built plans are based on the NGVD 29 datum.

The proposed elevations shown in these plans are based on NAVD 88 datum. The

Chamfer all exposed new concrete edges ƒ" unless otherwise noted.

and accuracy of these plans is not guaranteed.

at www.maineturnpike.com/project-and-planning/construction contracts. The completeness

Copies of the As-Built plans are posted on the Maine Turnpike Authority website

December 2014 with updates.

State of Maine, Department of Transportation Standard Details, Highways and Bridges,

For additional details referenced or not shown in these drawings, see the

generated by the work of this project.

containment, proper management and disposal of all lead-contaminated hazardous waste

be coated with a lead-based paint system. The Contractor is responsible for the

become the property of the Contractor. The steel portions of the existing bridges may

Any portions of the existing bridges removed by the Contractor shall

to the Resident for approval prior to starting work.

The Contractor shall submit his proposed staging area(s) and field trailer location

All work shall be completed within the existing Right of Way.

There are no permanent or temporary easements associated with this project.

unless otherwise included in these plans.

MaineDOT Best Management Practices for Erosion and Sediment Control latest revision

(MaineDOT) 2014 Standard Details for Highways and Bridges with all updates and

All details shall be in conformance with Maine Department of Transportation

1.

3.

2.

1.

approved non-shrink mortar.

Mortar for bedding and for joints in granite curb on bridges where required shall be an1.

BRIDGE RAIL REHABILITATION NOTES

with the Maine Department of Transportation Best Management Practices.

All temporary and permanent erosion control devices shall be installed in accordance

Resident and approved by the utility owners.

Contractor shall protect all existing utilities from damage during construction as directed by the

payments.

Dig Safe marks, the Authority shall deduct the added marking costs from the Contractor's

locations marked, or should the Contractor fail to maintain the Authority's previously established

project. Should the Contractor need additional sign locations and/or additional excavation

The Authority has programmed two field visits for Maine Turnpike utility coordination on this

there are no underground utilities in the marked areas.

until the Authority has located and marked its underground utilities, or notified the Resident

excavation locations shall be marked at the notification time. Excavation will not be permitted

arrange for Maine Turnpike underground utility location. All proposed sign locations and

The Contractor shall notify the Resident 10 days prior to construction so the Resident can

to call Dig Safe at 1-888-344-7233 at least 72 hours prior to the start of the work.

are notified by the Contractor of the proposed construction. The Contractor is also required

conditions encountered. No work shall be started until the owners of the various utilities

Contractor due to any variance between the data shown on the plans and the actual field

utilities are shown. No separate or additional compensation will be allowed to the

sources. Locations are not guaranteed to be accurate nor is it guaranteed that all

Existing utilities on these plans were compiled from existing plans and various other

NOT TO SCALE

Functional Class


AADT

Local Rural

30

500

CAPTAIN THOMAS ROAD UNDERPASS BRIDGE

included in Item 507.095, Aluminum Bridge Railing - Splice Retrofit.

General Plan and Elevation Sheets. All costs for furnishing and installing retrofit tabs shall be

Repair sheared splice bar retrofits as shown on the Beech Ridge Road and Cider Hill Road 1.

Functional Class


AADT

ROUTE 1 ON-RAMP (RAMP H) UNDERPASS BRIDGE

Urban Interstate

35

4,920

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

4

4

EGD

JAR

MDS

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

AND SIGN SUMMARIES

TRAFFIC CONTROL NOTES

NOT TO SCALE

SYEL = SOLID YELLOW EDGE LINE

SWEL = SOLID WHITE EDGE LINE

BWLL = BROKEN WHITE LANE LINE

ABBREVIATIONS FOR ALL WORK ZONE PLANS

48"x48" 4 - Black on OrangeW20-5a(L)

2

LEFT LANES

CLOSED

MILE21

48"x48"LANE

CLOSED

MILE21

W20-5R 8 - Black on OrangeRIGHT

LEFT

LANE

CLOSED

MILE21

48"x48"W20-5L 8 - Black on Orange

1 MILE(1 MILE)

ROAD

WORK48"x48"W20-1 4 - Black on Orange

48"x48"W4-2(R) 8 - Black on Orange

48"x48"W4-2(L) 8 - Black on Orange

50

SPEEDLIMIT

48"x48"W3-5(50) 8 - Black on Orange

TO STOP

PREPARED 48"x48"W3-4 8 - Black on OrangeBE

WORKZONE

SPEEDLIMIT

36"x54"R2-12 8 - Black on White

END

DOUBLE

FINES 36"x24"R2-6aP 8 - Black on White

50

SPEEDLIMITR2-1(50) 48"x60" 8 - Black on White

WORK

ZONE36"x24"G20-5aP 8 - Black on Orange

ROAD WORK

END*G20-2 48"x24" 4 - Black on Orange

Signs" - 2012

Highway

to "Standard

Shall Conform

Text Dimensions

EXPECT

TRAFFIC

STOPPED 7"

7"

7"4"

4"48"x48"CS-3 8 - Black on Orange

Height

Letter

Spacing

Vertical

Sign Size Quantity and Color

(Inches)

Text Dimensions

CONSTRUCTION SIGN SUMMARY

8 - Black on Orange

8 - Black on Orange

8 - Black on Orange

8 - Black on Orange

TEMPORARY TRAFFIC CONTROL GENERAL NOTES

At the completion of the work, the temporary detours shall be removed.

guardrail overlaps as approved by the Resident.

Approach ends of temporary concrete barrier shall be protected by temporary impact attenuators or with

closed, at a location approved by the Resident.

PCMS for turnpike mainline road closures shall be placed at least 500 feet in advance of the underpass to be

the proposed closure. PCMS for the bridge closure shall be placed within 500 feet of the bridge to be closed.

Contractor shall provide advanced notice of all road closures with PCMS at least seven working days prior to

closure.

All lane closures shall require approval of the Resident a minimum of two working days in advance of the lane

the Turnpike traveled way. Temporary lane closures shall be removed if no work is occurring.

Temporary lane closures will be required, with advanced approval, whenever work will occur within four feet of

During night operations, temporary work lighting shall be directed away from approaching lanes of traffic.

expense, except for any temporary concrete barrier supplied by the Authority.

Any signs, equipment, or devices found to be damaged or unserviceable shall be replaced at the Contractor's

following construction.

the conflicting existing sign(s) during construction. The existing sign(s) shall be uncovered or re-installed

Resident. Where existing sign conflict with construction signs, the contractor shall temporarily remove or cover

obstructing existing signs and to ensure proper sight lines to the construction signs as determined by the

All traffic control signs shall be maintained in like-new condition. Placement of signs shall be adjusted to avoid

NCHRP 350 test level 3 (TL-3) requirements regardless of where implemented on the project.

changeable message signs (PCMS), and other traffic control equipment along the roadside shall meet or exceed

All traffic control signs, sign support structures, channelizing devices, flashing arrow panels (FAP), portable

Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD), chapter 6.

All traffic control equipment and layouts shall conform to the 2009 edition of the Federal Highway

and a two left lane closure for two nights along both the northbound and southbound roadways.

each bridge will require the closure of the right shoulder for two days, a daytime right lane closure for one day,

requires lane closures along the Turnpike to replace the utility hanger brackets. It is expected that the work at

The traffic control plan for the Tatnic Road overpass, the North Street overpass and the 2 Rod Road overpass

to replace the overpass mounted sign support structures.

The traffic control plan for the US Route 1 On-Ramp (Ramp H) bridge requires lane closures along the Turnpike

lane at all times.

one-way operation using flaggers on Captain Thomas Road. The work shall maintain a minimum 12-foot travel

The traffic control plan for the Captain Thomas Road bridge joint replacement work requires an alternating

Route 236 and York Interchange Underpass Work Zone Plans for details.

are to temporarily close one lane of traffic in both direction for short term durations at each bridge. See State

The traffic control plans for State Route 236 Bridge Rehabilitation and York Interchange Bridge Rehabilitation

both bridges concurrently at any time through construction.

the Cider Hill Road bridge closures uses the Beech Ridge Road bridge. Therefore, the Contractor shall not close

The detour plan for the Beech Ridge Road bridge closure uses the Cider Hill Road bridge. The detour plan for

Bridge Road, and US Route 1 to bypass the bridge. See the Cider Hill Road Detour Plan for details.

all traffic for the duration of construction. A temporary detour is proposed along Beech Ridge Road, Scotland

The traffic control plan for the Cider Hill Road Bridge rehabilitation is to close the Cider Hill Road Bridge to

Road, Cider Hill Road, and US Route 1 to bypass the bridge. See the Beech Ridge Road Detour Plan for details.

Bridge to all traffic for the duration of construction. A temporary detour is proposed along Scotland Bridge

The traffic control plan for the Beech Ridge Road Bridge rehabilitation is to close the Beech Ridge Road

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Sign

Height

Letter

Spacing

Vertical

(Inches)

Text Dimensions

Size Quantity and Color

Signs" - 2012

Highway

to "Standard

Shall Conform

Text Dimensions

(AHEAD)

ROAD

AHEAD

WORK

RIGHT

SHOULDER

CLOSED

1000 FT

RIGHT

CLOSED

SHOULDER


END

ROAD WORK

TURNPIKE RIGHT SHOULDER CLOSURES

W21-5bR

W21-5aR

W20-1

G20-2

48"x48"

48"x48"

48"x48"

48"x24"

TEMPORARY LANE & ROADWAY CLOSURES

W21-5bL

W21-5aL

*W20-1

*G20-2

48"x48"

48"x48"

48"x48"

48"x24"

8 - Black on Orange

8 - Black on Orange

*8 - Black on Orange

*8 - Black on Orange

*SIGNS MAY BE REUSED FOR DIFFERENT WORK AREA APPROACHES

Sign

Height

Letter

Spacing

Vertical

(Inches)

Text Dimensions


Signs" - 2012

Highway

to "Standard

Shall Conform

Text Dimensions

(AHEAD)

LEFT

SHOULDER

CLOSED

1000 FT

ROAD

AHEAD

WORK

LEFT

CLOSED

SHOULDER


END

ROAD WORK

TURNPIKE MEDIAN WORK AREA

EGD

JAR

MDS

BE

TO STOP

PREPARED

EXPECT

TRAFFIC

STOPPED

ROAD

1 MILE

WORK

DOUBLE

FINES

WORK

ZONE

ENDWORKZONE

SPEEDLIMIT

BE

TO STOP

PREPARED

EXPECT

TRAFFIC

STOPPED

ROAD

1 MILE

WORK

SPEEDLIMIT

DOUBLE

FINES

WORK

ZONE

ENDWORKZONE

SPEEDLIMIT

LEGEND

800'

BUFFER ZONE

R2-12

G20-2

WORK AREA

FLASHING ARROW

INTERVALS ON TAPER

DRUMS SPACED @ 40'

CS-3 ***

W20-1 (1 MILE)

W3-4 ***

W20-5 (RxL) (1/2 MILE)

260'

800'

800'

1300'

1300'

2640'

1000'

500'

500'

RIGHT

LANE

CLOSED

MILE21

LEFT

LANE

CLOSED

MILE21

W3-5

LANE

TRAVEL

OF SHORT DURATION

DAYTIME LANE CLOSURE

(MAINLINE)

ON TANGENT

@ 80' INTERVALS

DRUMS SPACED

G20-5aP

SEE NOTE 1

R2-1

R2-6aP

SHLD SHLD

MAIN

E

TU

RNPIK

E

SYE

L

BW

LL

SW

EL

END

ROAD WORK

12"

800'

BUFFER ZONE

R2-12

WORK AREA

FLASHING ARROW

INTERVALS ON TAPER

DRUMS SPACED @ 40'

CS-3 ***

W20-1 (1 MILE)

W3-4 ***

W20-5 (RxL) (1/2 MILE)

260'

800'

800'

1300'

1300'

2640'

1000'

500'

100'

50

W3-5

LANE

TRAVEL

OF SHORT DURATION


(MAINLINE)

ON TANGENT

@ 80' INTERVALS

DRUMS SPACED

G20-5aP

R2-1

R2-6aP

SHLD SHLD

SYE

L

BW

LL

SW

EL

12"

(MAINLINE)

SPEEDLIMIT

50

SPEEDLIMIT

50 SPEEDLIMIT

50

LANE

TRAVEL

SHLD SHLD

BW

LL

SYE

L

SW

EL

|

MAIN

E

TU

RNPIK

E

500'

G20-2END

ROAD WORK

WORK AREA

1500'

ROAD

AHEAD

WORK

W20-1 (AHEAD)

TEMPORARY CONCRETE BARRIER

W21-5bR (1000')

RIGHT

SHOULDER

CLOSED

1000 FT

500'

W21-5aR

500'

500'

BUFFER ZONE - DRUMS AT 80' ON CENTER

BARRIER TAPER AT 8:1

50' MINIMUM

DRUMS AT 40' ON CENTER

W4-2(RxL)

W4-2LW4-2R

W20-5R W20-5L

RIGHT

LANE

CLOSED

MILE21

LEFT

LANE

CLOSED

MILE21

SEE NOTE 1

MAIN

E

TU

RNPIK

E

W4-2LW4-2R

W20-5R W20-5L

W4-2(RxL)

G20-2

500'

END

ROAD WORK

RIGHT

CLOSED

SHOULDER

DETAIL

USE GUARDRAIL OVERLAP

CRASH CUSHION OR

CONTRACTOR MAY INSTALL

SHOULDER CLOSURE

3.

2.

1.

Type 3 Barricade

Type 3 Barricade with Sign

Work Area

Temporary Impact Attenuator


Drums/Channelizing Devices

Construction Sign on Easel

Construction Sign on Post Support

850'

850'

260'

(incidental or pay item), they shall not be located in the buffer zone.

When truck mounted attenuators are included in the contract

Signs designated with *** shall be used during stoppages of traffic.

For sign details, see construction sign summary.

signs may be split onto two easels.

is placed at the end of the taper.

is not bracketed. One sign assembly

1. For easel set up only, this sign

when lane closure is removed.

1. Post mounted signs shall be covered

work zone.

is within a previously established

required if the shoulder closure

1. The W20-1 and G20-2 signs are not

NOT TO SCALE

SHOULDER WORK ZONE PLANS

TURNPIKE LANE AND

SIGNS ON EASELS

SINGLE LANE CLOSURE ON TURNPIKE

POST MOUNTED SIGN SETUP

SINGLE LANE CLOSURE ON TURNPIKE SHOULDER CLOSURE ON TURNPIKE

BW

LL

LANE

PASSING

LANE

PASSING

BW

LL

LANE

PASSING

BW

LL

LANE

TRAVEL LANE

TRAVEL

LANE

TRAVEL

5

5

GENERAL NOTES

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

6

6JAR

MDS

LEGEND

(MAINLINE)

LANE

PASSING

LANE

TRAVEL

SHLD SHLD

BW

LL

SYE

L

SW

EL

|

MAIN

E

TU

RNPIK

E

500'

G20-2END

ROAD WORK

WORK AREA

1500'

ROAD

AHEAD

WORK

W20-1 (AHEAD)

500'

500'

BUFFER ZONE - DRUMS AT 80' ON CENTER


Type 3 Barricade


Work Area






260'

LEFT

CLOSED

SHOULDERW21-5aL

W21-5bL (1000')

LANE

PASSING

LANE

TRAVEL

SHLDSHLD

1500'

W20-1 (AHEAD)

500'

500'


260'

W21-5aL

W21-5bL (1000')

MEDIAN WORK AREA

ROAD

AHEAD

WORK

LEFT

CLOSED

SHOULDER

LEFT

SHOULDER

CLOSED

1000 FT

LEFT

SHOULDER

CLOSED

1000 FT

G20-2

500'

END

ROAD WORK

SW

EL

BW

LL

SYE

L

MEDIAN WORK TYPICAL

8' 4'12'12' 4' 12' 12' 8'6' 3' 6'1' 1'

edge of pave

ment

lane line

should

er line

edge line

edge of pave

ment

edge of pave

ment

lane line

should

er line

edge line

edge of pave

ment

(Not to Scale)




2.

1.

MEDIAN PROTECTION

NOT TO SCALE

EGD

BW

LL

LANE

TRAVEL

lane line

12'

lane line

12'

AT 80' ON CENTER

BUFFER ZONE - DRUMS

LANE

TRAVEL

BW

LL

GENERAL NOTES

Pier


800'

800'

WORK ZONE PLANS

TURNPIKE MEDIAN

work, contact the Resident for additional traffic control requirements.

guardrail without an adjacent lane closure. If required by the Contractor's

3. No equipment or hardware shall be left within 4 feet of the back of the

2. Lane closure shall be required to enter and exit the median work area.

established work zone.

1. The W20-1 and G20-2 signs are not required if the work is within a previously

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

BUFFER ZONE

800'

1300'

2600'

800'

1300'

W4-2 (L)

DOUBLE

FINES

WORK

ZONEG20-5aP

SEE NOTE 1

R2-1

R2-6aP

SPEEDLIMIT

50

W20-5a (L)(1/2 MILE)

W3-5SPEEDLIMIT

50

DRUMS SPACED @ 40' INTERVALS

SYL

BW

L

SW

L

1000'

800'

ON TAPERS (TYP.)

FLASHING ARROW BOARD

850'

260'

SHLD

500'

850'

FLASHING ARROW BOARD

DRUMS SPACED

@ 80' INTERVALS

ON TANGENT (TYP.)

800'

800'

500'

12"

SHLD

BW

L

É

MAIN

E

TU

RNPIK

E

W4-2 (L)

(MAINLINE)

SIGNS ON EASELS

DOUBLE LANE CLOSURE

be split onto two easels.

sign assembly is placed at the end of the taper. Signs may

1. For easel set up only, this sign is not bracketed. One

OF SHORT DURATION

NIGHTTIME DOUBLE LANE CLOSURE

(TYPICAL FOR UTILITY HANGER REPLACEMENTS)

BRIDGE WORK AREA

7

7JAR

MDS

LEGEND

Type 3 Barricade


Work Area









2.

1.

NOT TO SCALE

EGD

GENERAL NOTES

ENDWORKZONE

SPEEDLIMIT

END

ROAD WORK G20-2

R2-12

ROAD

1 MILE

WORK

2

LEFT LANES

CLOSED

MILE21

EXPECT

TRAFFIC

STOPPED

BE

TO STOP

PREPARED

CS-3 ***

W20-1 (1 MILE)

W3-4 ***

LANE

PASSING

LANE

TRAVEL

LANE

PASSING

100'

SYE

L

SW

EL

G20-2END

ROAD WORK

SPEED LIMIT ON TANGENT

INTERVALS EQUAL TO TWICE THE

DRUMS OR CONES SPACED @

50'

SPEED LIMIT ON TANGENT

INTERVALS EQUAL TO THE

DRUMS OR CONES SPACED @TAPER (100 FT. MAX)

ONE LANE TWO-WAY TRAFFIC

350'

W20-7

350'

W20-4ONE LANE

AHEAD

ROAD

W20-1

350'

ROAD

AHEAD

WORK

G20-2END

ROAD WORK

W20-7

W20-4ONE LANE

AHEAD

ROAD

W20-1

350'

ROAD

AHEAD

WORK

LOCAL ROAD SINGLE LANE CLOSURE

DS

YL

(MA

X)

350'

350'

3. Sign spacing assumes local road speed is 40mph or less.

to approaching drivers.

2. Flaggers shall be located so they are clearly visible

for short duration operations (less than 1 hour).

1. Road work ahead and end road work signs may be omitted

Sign

Height

Letter

Spacing

Vertical

(Inches)

Text Dimensions


Signs" - 2012

Highway

to "Standard

Shall Conform

Text Dimensions

ROAD

AHEAD

WORK


END

ROAD WORK

W20-7

W20-4

W20-1

G20-2

36"x36"

36"x36"

36"x36"

36"x18"

2 - Black on Orange

2 - Black on Orange

2 - Black on Orange

2 - Black on Orange

LOCAL ROAD SINGLE LANE CLOSURES

(AHEAD)

ONE LANE

AHEAD

ROAD

(TYPICAL FOR CAPTAIN THOMAS ROAD)

REPLACEMENTS WORK ZONE PLANS

CAPTAIN THOMAS ROAD AND UTILITY HANGER

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CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

8

8

EGD

JAR

MDS

LEGEND

G20-2

WORK AREA

FLASHING ARROW

500'

LANE

PASSING

LANE

TRAVEL

OF SHORT DURATION


SHLD SHLD

SYE

L

BW

LL

SW

EL

END

ROAD WORK

12"

W4-2(RxL)

W4-2LW4-2R

W20-5R W20-5L

NOT TO SCALE

RIGHT

LANE

CLOSED

1500 FT

LEFT

LANE

CLOSED

1500 FT

ROAD

1/2 MILE

WORK

500'

500'

W20-5 (RxL) (1500 FT)

500'

W20-1 (1/2 MILE)

Work Area

Cones/Channelizing Devices


(LOCAL ROAD)

LANE

PASSING

LANE

TRAVEL

SHLDSHLD

SYE

L

BW

LL

SW

EL

12"

3.

2.

1.



Signs designated with *** shall be used during stoppages of traffic.


G20-2

500'

W4-2(RxL)

500'

500'

W20-5 (RxL) (1500 FT)

500'

W20-1 (1/2 MILE)

WORK AREA

END

ROAD WORK

W4-2LW4-2R

W20-5R W20-5L

RIGHT

LANE

CLOSED

1500 FT

LEFT

LANE

CLOSED

1500 FT

ROAD

1/2 MILE

WORK

FLASHING ARROW

GENERAL NOTES

UNDERPASS WORK ZONE PLANS

STATE ROUTE 236 AND YORK INTERCHANGE

SIGNS ON EASELS

SINGLE LANE CLOSURE

INTERCHANGE

TANGENT FOR YORK

@ 80' INTERVALS ON

236,

ON TANGENT FOR ME

@ 90' INTERVALS

CONES SPACED

INTERVALS ON TAPER FOR YORK INTERCHANGE

CONES SPACED @ 40'

INTERVALS ON TAPER FOR ME 236,

CONES SPACED @ 45'

615' FOR YORK INTERCHANGE

1000' FOR ME 236'

Southbound Off-ramps and the westbound approach from US Route 1.

be placed at 1/2 mile on Chases Pond Road, Maine Turnpike Exit 7 Northbound and

2. For short duration lane closures on the York Interchange Bridge, W20-1 (1/2 Mile) shall

Route 236.

Southbound C-D Road, and the Maine Turnpike Exit 3 Northbound Off-ramp to State

placed at 1/2 mile on both approaches of State Route 236, on the Maine Turnpike

1. For short duration lane closures on State Route 236, W20-1 (1/2 Mile) signs shall be

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CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

LANE CLOSURE


8 - Black on Orange

8 - Black on Orange

8 - Black on Orange

8 - Black on Orange

12 - Black on Orange

8 - Black on Orange

(Inches)

Text Dimensions

Sign Size Quantity and Color

W4-2L

W4-2R

W20-5R

W20-5L

W20-1

G20-2

48"x48"

48"x48"

48"x48"

48"x48"

48"x48"

48"x24"

Height

Letter

Spacing

Vertical

Signs" - 2012

Highway

to "Standard

Shall Conform

Text DimensionsEND

ROAD WORK

ROAD

1/2 MILE

WORK

(1/2 MILE)

LEFT

LANE

CLOSED

1500 FT(1500)

RIGHT

LANE

CLOSED

1500 FT(1500)

M4-9(MOD R)D3-1b

M4-9(MOD L)D3-1b

M4-9(MOD R)D3-1a

M4-9(MOD DR)D3-1a

M4-9(MOD L)D3-1b

M4-9(MOD L)D3-1b

M4-9(MOD R)D3-1a

M4-9(MOD R)D3-1a

M4-9(MOD S)D3-1b

M4-9(MOD AL)D3-1b

M4-9(MOD AL)D3-1b

M4-9(MOD AR)D3-1a

M4-9(MOD AR)D3-1a

STRUCTUREOVERHEAD SIGN

INSTALL NEAR

M4-10RR11-3b(3)

DETOUR

END

D3-1aM4-8a

(Retain in Place for Cider Hill Detour)


(Retain Post for Cider Hill Detour)(Relocate to [A] on Cider Hill Detour)


(Retain Post for Cider Hill Detour)(Relocate to [D] on Cider Hill Detour)



Cider Hill Detour)(Retain in Place for

Cider Hill Detour)(Retain in Place for

(Not Reused in Cider Hill Detour)

(Relocate to [C] on Cider Hill Detour)

(Relocate to [E] on Cider Hill Detour)

FA

LL

MILL

RO

AD

ROAD

CLOSED

R11-2

PROJECT LOCATION

1000 FT

CLOSED

ROAD

CIDER HILL ROAD

RIVERWOOD DRIVE

WE

LC

H

RO

AD

BE

TT

Y

BEECH RIDGE

ROAD

SOUTHSIDE ROAD

500'

1000'M4-10LR11-3b(2)

500 FT

DETOUR

W20-2

DRIV

E

SALT

WATE

R

PUDDIN

G LANE

R11-3b(1)

R11-3b(1)

R11-3b(1)

R11-3b(1)

SC

OT

LA

ND

BRID

GE

RO

AD

W20-3(1000)

W20-3(500)

500 FT

CLOSED

ROAD

500 FT AHEAD

LOCAL TRAFFIC ONLY

FOLLOW DETOUR

OVER TURNPIKE

*

*

*

*

*

*

*

*

*

*

*

*

*

Sign Quantity and ColorSize

Height

Letter

Spacing

Vertical

(Inches)

Text Dimensions

SHSB - Text Dimensions Shall Conform to "Standard Highway Signs Book" - 2012 Edition.

ROAD

CLOSED

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

DETOUR

ENDSHSB

SHSB

LEGEND

Detour Route

Type 3 Barricade with Detour Sign

Detour Sign on Post Support

500 FT

DETOUR

6"/4.5"

3"

5"6"

4"

4"

6"4"

6"/4.5"3.5"

2.5"

3.5"

2.5"

1.5"

DETOUR

END

DETOUR PLAN AND SIGN SUMMARY

BEECH RIDGE ROAD

BEECH RIDGE ROAD DETOUR SIGN SUMMARY

M4-8a

M4-9 (MOD. AL)

M4-9 (MOD. AR)

M4-9 (MOD. DR)

M4-9 (MOD. L)

M4-9 (MOD. R)

M4-9 (MOD. S)

M4-10L

W20-2

D3-1a

D3-1b

R11-2

R11-3b (1)

R11-3b (2)

24"x18"

30"x24"

30"x24"

30"x24"

30"x24"

30"x24"

30"x24"

48"x18"

36"x36"

36"x36"

36"x36"

60"x12"

60"x15"

48"x30"

60"x30"

2 - Black on Orange

2 - Black on Orange

2 - Black on Orange

1 - Black on Orange

3 - Black on Orange

4 - Black on Orange

1 - Black on Orange

1 - Black on Orange

1 - Black on Orange

1 - Black on Orange

1 - Black on Orange

7 - Black on Orange

8 - Black on Orange

2 - Black on White

5 - Black on White

1 - Black on White

48"x18" 1 - Black on OrangeM4-10R

W20-3 (1000)

W20-3 (500)

5"6"

4"

60"x30" 1 - Black on WhiteR11-3b (3)

5"

4"

3.5"

3.5"

4"

4"

3.5"

3.5"

4"

60"x36"

D3-1bM4-8a

- Sign to be shared with Cider Hill Road Detour

Notes:

Beech Ridge Road detour. See Cider Hill Road detour for additional information.

posts shall be moved to the corresponding location indicated [A] through [E] at the end of the

M4-9 signs identified to be relocated for the Cider Hill Road detour onto retained posts or new

detour shall remain at the end of the Beech Ridge Road detour.

M4-9 signs and posts identified to be retained in the same location for the Cider Hill Road

detour.

enough to mount the Cider Hill Road D3-1 and M1-5 signs required for the Cider Hill Road

All M4-9 signs to be reused for the Cider Hill Road detour shall be installed on posts tall

3.

2.

1.

2.75"

3"

3"

3.75"

4"

500 FT AHEAD

LOCAL TRAFFIC ONLY

Route AssemblyExisting ME-91 Mount Next To

9

9EGD

JAR

MDS

0700 1400700

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



KDW TSB

2/17/17


2/17/17

(Relocate to [B] on Cider Hill Detour)

FOLLOW DETOUR

OVER TURNPIKE

FOLLOW DETOUR

OVER TURNPIKE

FOLLOW DETOUR

OVER TURNPIKE

FOLLOW DETOUR

OVER TURNPIKE

STRUCTUREOVERHEAD SIGN

INSTALL NEAR

M4-10RR11-3b(2)

(MOD)R11-3

(MOD)R11-3

(MOD)R11-3

M4-10R(MOD)R11-3

M4-10L(MOD)R11-3

FA

LL

MILL

RO

AD

ROAD

CLOSED

R11-2

500'

1000'

1000 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

CIDER HILL ROAD

RIVERWOOD DRIVE

WE

LC

H

RO

AD

BE

TT

Y

BEECH RIDGE

ROAD

SALT

WATE

R

DRIV

E

SOUTHSIDE ROAD

500 FT

DETOUR

W20-2

PUDDIN

G LANE

LOCATIONPROJECT

SC

OT

LA

ND

BRID

GE

RO

AD

W20-3(1000)

W20-3(500)

500 FT

CLOSED

ROAD

W20-3(500)

500 FT

CLOSED

ROAD

W20-3(1000)

Sign Quantity and ColorSize

Height

Letter

Spacing

Vertical

(Inches)

Text Dimensions

SHSB - Text Dimensions Shall Conform to "Standard Highway Signs Book" - 2012 Edition.

ROAD

CLOSED

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

DETOUR

END

SHSB

5"6"

4"

SHSB

6"/4.5"

3"

3"

2.5"

2"

LEGEND

Detour Route

Type 3 Barricade with Detour Sign

Detour Sign on Post Support

6"/4.5"

3"

3"

2.5"

2"

5"6"

4"

4"

4"6"

3.75"

3.75"

3.75"

3.75"

3.75"

3.75"

3.75"

3.75"

3.5"

4"

7.5"

7"

500 FT

DETOUR

M1-5

M4-8a

M4-10R

M6-4

W20-2

D3-1a

D3-1b

R11-2

R11-3(MOD)

R11-3b (1)

R11-3b (2)

24"x24"

24"x18"

48"x18"

21"x15"

36"x36"

36"x36"

36"x36"

48"x15"

48"x15"

48"x30"

60"x36"

60"x30"

60"x30"

18 - Black on White

1 - Black on White

10 - Black on Orange

8 - Black on Orange

5 - Black on White

1 - Black on White

1 - Black on White

DETOUR PLAN AND SIGN SUMMARY

CIDER HILL ROAD

CIDER HILL ROAD DETOUR SIGN SUMMARY

48"x18"M4-10L

W20-3 (1000)

W20-3 (500)

M4-9 (MOD. AL)

M4-9 (MOD. AR)

M4-9 (MOD. L)

M4-9 (MOD. R)

M4-9 (MOD. S)

30"x24"

30"x24"

30"x24"

30"x24"

30"x24"

Notes:

2.

1.

Beech Ridge Detour)(Retain in Place from

M4-9(MOD R)M1-5

D3-1a

See Beech Ridge Detour for additional information."M4-9(MOD) [X]".

the letter in the brackets: detour shall be moved to the corresponding location indicated by

M4-9 signs identified to be relocated onto other posts at the end of the Beech Ridge Road

D3-1 detour signs.

shall have the required Cider Hill Road D3-1 and M1-5 signs replace the Beech Ridge Road

All locations with M4-9 signs identified to be retained from the Beech Ridge Road detour

1 Relocated

1 New - Black on Orange

1 Relocated

2 Relocated

1 Relocated

2 Retained


1 Relocated


1 Relocated

2 Retained


1 Relocated

3 Retained


1 Relocated


1 Relocated


2 Relocated

2 Relocated

DETOUR

END

DETOUR

END

M6-4M1-5

M4-8a





D3-1a

Ridge Detour)(Relocate from Beech

M4-9(MOD AL)M1-5

D3-1a

M4-9(MOD L)M1-5

D3-1a

M4-9(MOD L)M1-5

D3-1aM4-8a

M4-9(MOD AL)M1-5

D3-1a

Detour)Beech Ridge

(Relocate from

M4-9(MOD AL)M1-5

D3-1a

M4-9(MOD L)M1-5

D3-1a

Detour)Beech Ridge

(Relocate from

Detour)Beech Ridge

(Relocate from

M4-9 (MOD R) [A]M1-5

D3-1a

M4-9 (MOD L) [B]

M1-5D3-1a

M4-9 (MOD AR) [C]M1-5

D3-1b

M1-5D3-1b

M4-9 (MOD AR) [E]

Route AssemblyExisting ME-91

Mount Above

10

10EGD

JAR

MDS

0700 1400700



M4-9(MOD S)M1-5

D3-1b

M4-9(MOD R)M1-5

D3-1b

M4-9(MOD L)M1-5

D3-1b

Detour)Beech Ridge

(Relocate from

M4-9(MOD R)M1-5

D3-1b

M4-9(MOD R)M1-5

D3-1b

M1-5D3-1b

M4-9 (MOD S) [D]

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CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



TSB

2/17/17


2/17/17

Measurement

Limit of

Measurement

Limit of

1" Min. Sawcut (Typ.)

TYPICAL VERTICAL SURFACE CONCRETE REPAIR DETAILS

TYPICAL HORIZONTAL SURFACE CONCRETE REPAIR DETAILS

Seat Surface

Deck or Abutment

CONCRETE REPAIR NOTES

CONCRETE SURFACE REPAIR NOTES

EPOXY INJECTION CRACK REPAIR NOTES

11

11

NOT TO SCALE

CONCRETE REPAIR TYPICAL DETAILS


CONCRETE REPAIR DETAILS

TYPICAL OVERHEAD SURFACE

(Typ.)

Reinforcement

Existing

(Typ.)

Reinforcement

Existing

(Typ.)

Reinforcement

Existing

Limit of

Measure

ment

Remain (Typ.)

Existing Reinforcement to

Consist of Removal and Placement.

Limits of Concrete Repair to

Remain (Typ.)



Limits of Concrete Repair to

Remain (Typ.)



Limits of Concrete Repair toKEY

Proposed Concrete

Existing Concrete

DPD

Face of Concrete


5.

4.

3.

2.

1.

2.

1.

4.

3.

2.

1.

The estimated repair quantities are based on inspections completed in April and May 2016.

increase at the Resident's discretion.

concrete surfaces and agree on the repair limits. Estimated repair quantities may

Prior to the start of concrete repairs the Resident and the Contractor shall sound all

Crack Repair.

of cracks 1/16" or more in width. Work shall be paid under Item 518.4 Epoxy Injection

Where epoxy injection crack repair is specified the work shall include pressure injection

518.10 Abutment Repairs, 518.20 Pier Repairs, 518.75 Fascia and Overhang Repairs.

and placement and curing of repair materials. Repairs shall be measured for payment under

Where surface repairs are specified the work shall include removal of unsound concrete

access for inspection.

Repair work shall include: surface repairs, epoxy injection crack repair and providing

All crack repairs shall be completed in accordance with Supplemental Specification 518.

type of repairs proposed.

All crack repairs shall be completed by an individual qualified and experienced in the

Perform general finishing.

Prepare and patch repair areas with Class AAA modified concrete.

continuing the removal.

Resident and Contractor shall agree on the revised pay limits prior to the Contractor

limits change during the demolition process the Contractor shall notify the Resident. The

Chip concrete to the depth specified in Supplemental Specification 518. If the removal

Perform 1" deep saw cuts along limits of removal. Specification 518 (T

yp.)

Per Supple

mental

Specification

Per Supplemental

518 (Typ.)

Specification 518 (T

yp.)

Per Supple

mental

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

4.

3.

2.

1.

MISCELLANEOUS DETAILS

12

12

1 •" = 1'-0"

01 1

BRIDGE DRAIN MODIFICATION NOTES

pipe extensions prior to ordering sleeves.

Contractor shall field verify diameter of rubber sleeve required for drain

Bridge Drain Extension.

All costs for bridge drain pipe extensions shall be included in Item 502.71,

Secure each rubber sleeve to drain pipe with two stainless steel clamps.

preparation prior to installation is not required.

Install rubber sleeve on the end of each steel drain pipe. Pipe surface

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

01 2

1" = 1'-0"

51

1/2" = 1'-0"

0

É Splice (Symmetry)

Axis

Min

or

Major

Axis

1…"…"

…"

ƒ"

REAR ELEVATION

‚" 1"

3Œ

"

1"

SECTION A-A

Not to Scale

Socket Head, …" Max. Projection

‚- 20 UNC x ƒ" Flat Point,

Install Stainless Steel Set Screw

MODIFICATION DETAILS

BRIDGE RAILING SPLICE

3¿"

3§"

ƒ"

„"

…"

Max.

1'-6"1'-0"± 3"

ƒ" (Traffic Rail)

…" (H

and

Rail)

Head Tapping Screws

Steel Type F Hex Washer

for …" Ì x 1" Stainless

Rail Bar and Splice Bar

Drill Š" Ì Holes in

É Rail Bar

Splice Bar

Rail Section

To Fit

A

A

CURB DETAIL

Protective Coating (Typ.)

Limits of Clear

É Exterior Girder

(Bridge Rail not Shown for Clarity)

Top of Curb

Scale: •" = 1'-0"

Scale: 1" = 1'-0"

TYPICAL BRIDGE DRAIN SECTION

DETAIL AScale: 1•" = 1'-0"

1"±

1'-0

"See Detail A

Scupper to Remain

Existing Steel

Angles to Remain

Existing 3x3xŠ

Pipe Extension

Proposed Rubber Sleeve

Steel Drain Pipe to Remain

Existing 6" Nominal Dia.

Min.

6"

Pipe Extension

Proposed Rubber Sleeve

Two Stainless Steel Clamps

Secure Rubber Sleeve with

Steel Drain Pipe to Remain

Existing 6" Nominal Dia.

É Existing 6" Nominal Dia. Steel Drain Pipe

Date:2/17/2017

Scale: 1" = 1'-0"

TO 2-BAR ALUMINUM RAIL

SNOW FENCE POST ATTACHMENT

of bridge rail.

Fence shown from back

NOTE:

(Beyond)

É 2-bar Aluminum rail post

(Beyond)


of the fence (Typ.)

on the traffic facing side

Screws shall not be drilled

or an approved equal.

self-drilling screws

steel washer head,

2 - 1" long #10 stainless

to rail post with

Cast end cap secured

To be Field Verified by Contractor

Varies (See Bridge Plans for Spacing)

(Typ.)

Tension bar

1‡" O.D. Pipe,

U-Bolt (Typ.)

(Typ.)

Tension band

Fascia

plate will allow

bottom rail as low as base

Bottom rail 1†" O.D. pipe. Install

Fence Fabric

Chain-link

Top rail 1†" O.D. pipe

end rail clamp (Typ.)

2" X 1†" 14 GA. galvanized

SECTION A-AScale: 3" = 1'-0"

2Š

"

‹"Ì Hole

(Typ.)

Hardened Washer

Round Bend U-Bolt

2" x 5" x Š"Ì

BARRIER DETAILScale: 1" = 1'-0"

A

É of Post

A

4'-0" To to

p of fabric

fence fabric

Chain-link

1‡" O.D. Pipe

U-Bolt (Typ.)

NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

the curb.

avoid conflicts, as directed by the Resident. Snow fence fabric shall be cut around sign support and extended to

Where bottom rail of snow fence conflicts with a sign support structure, Contractor shall move bottom rail up to

rail clamp holes as a guide.

Holes in end rail clamps shall be shop drilled. The Contractor shall field drill a hole in the rails using the end

A153) as applicable.

hardware shall be hot-dip galvanized in accordance with AASHTO M111 (ASTM A123) or AASHTO M232 (ASTM

be hardened steel commercial Type A plain and shall meet the dimensional requirements of ANSI B18.22. All

All bolts and nuts shall be steel conforming to ASTM A307 and ASTM A563 Grade A respectively. Washers shall

posts and other rails.

chain-link fence fabric twice (double pigtailed) at both ends. Space ties @ 6" o.c. to bottom rail and @ 12" o.c. to all

Alternatively, wire ties may be standard round 9 gauge zinc-coated steel. All ties shall be wrapped around

down upon completion.

fabric. space ties @ 6" o.c. to bottom rail and @ 12" o.c. to all posts and other rails. Twisted ends shall be bent

twisted together in a close helix of 1• machine turns (3 full twists) tightly around the post and chain-link fence

wrap 360 degrees around the post and one complete diamond of the chain-link fence. The two ends shall be

Round wire ties shall be 9 gauge zinc-coated steel preformed to the radius of the post and power-fastened to

Install chain link fence fabric with twisted barbs at the bottom rail.

around sign support brackets.

Install chain-link fence fabric between aluminum bridge rails and snow fence frame. Cut and extend fabric down

nominal pipe sizes are shown on the drawing.

alloy conforming to AASHTO M181 (ASTM B429, alloy 6063-T6). All pipe shall be schedule 40, standard weight,

Post and rail pipe shall be hot-dip galvanized steel conforming to AASHTO, M181, Grade 1 (ASTM F1083) or aluminum

bottom. The size of wire mesh (fabric) shall be 1".

aluminum-coated conforming to AASHTO M181, Type II (ASTM A491), Chain-link fabric shall be knuckled on top and

Chain-link fabric shall be 9 gauge steel, zinc-coated conforming to AASHTO M181,Type I, Class D (ASTM A392),

END RAIL CLAMP

with nut and washer

…" Carriage Bolt

(See Note 8)

With Nut and Washer

…" Carriage Bolt

Scale: 3" = 1'-0"

(At Post)

1‡" O.D. Pipe

Rail 1†" O.D.

14 GA. Galvanized end rail clamp

Scale: 1" = 1'-0"

of bridge rail.

Fence shown from back

NOTE:

(Beyond)


(Beyond)


To be Field Verified by Contractor

Varies (See Bridge Plans for Spacing)

(Typ.)

Tension bar

1‡" O.D. Pipe,

U-Bolt (Typ.)

(Typ.)

Tension band

Fence Fabric

Chain-link

Top rail 1†" O.D. pipe

end rail clamp (Typ.)

2" X 1†" 14 GA. galvanized

AT BRIDGE MOUNTED SIGN LOCATIONS

TO 2-BAR ALUMINUM RAIL

SNOW FENCE POST ATTACHMENT

two bolts (Typ.)

Attach coupler using

will allow

bottom rail as low as sign support

Bottom rail 1†" O.D. pipe. Install

steel wire

galvanized

Install 7 guage

support

mounted sign

around bridge

Cut fence fabric

Fascia

cap (Typ.)

Cast end

DOUBLE PIGTAILED TIE - ALTERNATE

POWER FASTENED TIENot to Scale

Not to Scale

diamond

One fence

(See note 4)

twice at both ends

chain-link fence fabric

Loop each tie around

wire tie

9 Gauge steel

steel wire tie

9 Gauge

Rail

Power Fastened Ties

fabric, 1" mesh

Chain-link fence

Rail

fence fabric

Chain-link

TENSION BAND DETAILScale: 6" = 1'-0"

tension bar

ƒ" x ‚" Galvanized steel

nut and washer

Š" Carriage Bolt with (Galvanized)

tension bar band

1" Wide x „" steel

1‡" O.D. pipe

Post

13

01 2

1" = 1'-0"

3" = 1'-0"

0 16" = 1'-0"

0 0.5

Filena

me:...\

BRID

GE\

013_

Sno

wfence.d

gn

Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

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2017.05 36



MED

TSB

RSB2/17/17


2/17/17

13

SNOW FENCE DETAILS

DPD

NOTES

14

14

SIGN SUPPORT STRUCTURE DETAILS

NOT TO SCALE

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

SIGN SUPPORTS REFERENCE ANGLE

A - ROUTE 1 ON-RAMP (RAMP H) SOUTHBOUND RIGHT

B - ROUTE 1 ON-RAMP (RAMP H) SOUTHBOUND LEFT

B - ROUTE 1 ON-RAMP (RAMP H) NORTHBOUND

B - ROUTE 236

A - ROUTE 236

Sign supports details shown for Route 236 signs, Route 1 On-Ramp supports are opposite hand.

existing sign panels.

Contractor shall install new sign panels within 5 consecutive work days of removing

list.

shall be prepared and coated with an approved cold galvanizing compound from MaineDOT pre approved products

Galvanizing shall be removed immediately prior to field welding in the area of the weld. Welded area and the weld

Item 645.135, Bridge Overpass Mounted Sign Support.

The faying surfaces at the new web sign structure connection shall be painted and sealed and shall be incidental to

Bridge Overpass Mounted Sign Support.

All faying surfaces and existing sign web connections shall be painted and shall be incidental to Item 645.135,

645.

The signs panels will be supplied by others. The Contractor shall pick up the new sign panels per special provision

and existing sign support web connections as directed by the Resident, to a max spacing of 6'-0".

locations. The spacing of the lateral bracing shall be adjusted as necessary to avoid conflicts with bridge rail posts,

Prior to fabrication the Contractor shall field verify existing bridge rail post and existing sign support web connection

Drill and anchor (4) †" dia. A325 galvanized bolt 8" long (1•" above top of concrete) with galvanized nut and washer.

See applicable MaineDOT Standard Details 645(03) and 645(10) - 645(23) for additional requirements.

incidental to the related contract items.

Existing signs and support structures shall be removed and become property of the Contractor. This work shall be

1'-10"

(Min.)

1'-4•"

(Max.)

5•"

2" 6•"

1'-0

"

2"

2"

8"

…" Steel Plate

‚

TS 4x4x‰

Bridge Fascia

ANCHOR PLATE DETAILNot to Scale

‚

6•

"

6•"

(Max.)

5•"

(Min.)

1'-4•"

Anchor Plate

End of(Typ.) (See Note 3)

ƒ" Ì Hole

See Note 3

„" Preformed Pad

Bridge Rail

Face of

TS 4x4x‰…" Anchor Plate

ANCHOR PLATE SECTIONNot to Scale

Bridge Fascia

to Accommodate Tube Steel

Trim Snow Fence

12

1

TS 3x3x‰

TS 4x4x‰

OVERPASS MOUNTED SIGN SUPPORT SECTION

É Girder No. 1

Not to Scale

(Small sign panel shown, medium sign panel similar)

TS 4x4 End Cap

for Base Plate Connection

Existing Girder Web

Field Drill Holes in

(See Note 5)

(By Others)

Sign Panel

(See Note 2)

W 6x15

Face of Web

Face of Curb

Bridge Fascia

(Typ.)

6'-2•" Max. Support at Bridge Fascia

É Overpass Mounted Sign

(Typ.)

TS 4x4x‰

Not to Scale

(Bottom chord lateral bracing not shown for clarity)

PLAN - MEDIUM SIGN PANEL

OVERPASS MOUNTED SIGN SUPPORT

Min.

1'-0

"

(Typ.)

TS 3x3x‰

(Typ.)

W 6x15

Overhang

Curb

Granite

Detail (Typ.)

Anchor Plate

4'-0

" Min.

B

(Typ.) (See N

ote 4)

(See N

ote 5)

Face of Web

Face of Curb

Bridge Fascia

(Typ.)

6'-2•" Max. Support at Bridge Fascia

É Overpass Mounted Sign

(Typ.)

TS 4x4x‰

Not to Scale

(Bottom chord lateral bracing not shown for clarity)

PLAN - LARGE SIGN PANEL

OVERPASS MOUNTED SIGN SUPPORT

Min.

1'-0

"

(Typ.)

TS 3x3x‰

(Typ.)

W 6x15

4'-0

" Min.

Overhang

Curb

Granite

Detail (Typ.)

Anchor Plate

A

(Typ.) (See N

ote 4)

(See N

ote 5)

File

na

me:...\

BRID

GE\014

_signsup_01.dgn

Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

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T. BryantTEL (207) 889-3150

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VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

SIGN DETAILS

15

15EGD

JAR

MDS

ROUTE 236 OVER INTERSTATE 95 AT MM 1.25 IN YORK, ME

NORTHBOUND LEFT SIGN NORTHBOUND RIGHT SIGN

12'-6"

9'-0"

MAINE

15'-0"

10'-6" 14'-0"

9'-6"

2'-6"

20'-6"

NORTHBOUND SIGN SOUTHBOUND LEFT SIGN SOUTHBOUND RIGHT SIGN

ROUTE 1 ON-RAMP (RAMP H) UNDERPASS BRIDGE AT MM 1.8 IN YORK, ME

15'-6"

9'-6"

10'-6"

16'-0"

MAINE

2'-6"

19'-0"

Filena

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Sig

nDetailsPla

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

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FAX (207) 253-5596



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2017.05 36



TSB

2/17/17


2/17/17

Span 1

123'-0"

Span 2

123'-0"

246'-0"

É Brg., Pier No. 1

Sta. 11+07.32

Shld

10'-0" Lane

12'-0" Lane

12'-0" Lane

12'-0" Shld

13'-0" Shld

13'-0" Lane

12'-0" Lane

12'-0" Lane

12'-0" Shld

10'-0"

PLAN

É Construction

I-95 NBI-95 SB

ELEVATION

I-95 NBI-95 SB

É Brg., Pier No. 1

Sta. 11+07.32

BEECH RIDGE ROAD

Sta. 1136+44.16 Maine Turnpike

Sta. 11+07.32 Beech Ridge Road =

É Brg., Abut. No. 1

Sta. 9+84.32


Sta. 12+30.32


Sta. 12+30.32


Sta. 9+84.32

(Turnpike Guardrail not Shown for Clarity)

Substructure (Typ.)

to Exposed

Protective Coating

Apply Pigmented

Vertical Clearance

16'-6" Minimum Vertical Clearance

17'-8" Minimum

16

16

GENERAL PLAN AND ELEVATION

Wingwall No. 3

Abut. No. 2

Wingwall No. 1

Abut. No. 1

Wingwall No. 2

Abut. No. 1

Bridge Deck (Typ.)

Patch Repair Concrete

Fence (Typ.)

Install Snow

Concrete Replacement (Typ.)

Bridge Joint Header

Install Elastomeric Concrete

Below Bottom Flange (Typ.)

Downspout to Min. 12"

Extend Bridge Drain

Repairs to Substructure (Typ.)

Epoxy Injection Crack

(Typ.)

to Substructure

Concrete Patch Repair

3'-11"

11'-0"

11'-0"

3'-11"

35'-1•

"(T

yp.)

0

1/16" = 1'-0"

16 16 32

10" of Fascia (Typ.)

Seal back to within

Cut Expansion Joint

18

32

85

(Both Fascias)

Snow Fence

and Bedding Mortar (Typ.)

Repair Brush Curb

Wingwall No. 4

Abut. No. 2 (See Note 4)

(See Note 4)

Ground (Typ.)

Approximate Existing

NOTES

51

1/2" = 1'-0"

0

**

REPAIR QUANTITIES (SF)

ESTIMATED

(See Note 5) (Typ.)

Protection

Repair Slope

Removal Detail)

and Patch (See Bolt

Steel below Concrete

Cut Existing Sign

Scale: ˆ" = 1'-0"

Scale: ˆ" = 1'-0"

#

Limit of Surface Patch Repair

Linear Feet of Crack Repair

Square Footage of Repair

Limit of Crack Repair

#

KEY

Miscellaneous Details Sheet) (Typ.)

to Curb and Fascia (See

Apply Clear Protective Coatings

(See Miscellaneous Details Sheet) (Typ.)

(As needed, 8 Locations)

Install Splice Bar Retrofit

1

Limit of Pavement Repair

depth Concrete Repairs.

Assuming 5% of the Deck will require partial

Includes 234 S.F. Additional Repair Quantity

Concrete Deck Surface Patch Repairs 370

(See Special Provision 507)

Post that has Missing Anchor Bolt

Remove and Reset Bridge Rail

(Typ.)

Shoulders (See Note 3)

Coating to Bridge Deck

Apply Clear Protective

as directed by the Resident Engineer.

Reset and point slope protection

to snow fence production.

existing bridge rail spacing prior

may vary.The Contractor shall verify

The existing bridge rail spacing

striping for the length of the bridge.

bridge deck up to the white line

applied in the shoulders of the

Clear Protective Coating Shall be

Deck Repairs.

item 518.80 Partial Depth Concrete

related work shall be incidental to

Removal of existing sign bolt and

Engineer.

deck as directed by the Resident

repairs along edges of the bridge

shielding when performing patch

Contractor shall provide vertical

5.

4.

3.

2.

1.

Filena

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n&ele

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01.d

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

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T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:

TSB

55108.00

AT MM 4.80 IN YORK, ME

BEECH RIDGE ROAD OVER INTERSTATE 95

MTA PROJECT REHABILITATION OF

KDW

MED

2017.05 36

RSB

2/17/17

2/17/17

2/17/17

2/17/17

RALPH C. NORWOOD, IV

10+0011+0012+00

1136+

00

1137+

00

É Exterior Girder

(Bridge Rail not Shown for Clarity)

Top of Curb

Patch Repair

Concrete

Scale •" = 1'-0"

BOLT REMOVAL

DETAIL

Remove Existing Sign Bolts

2" Minimum below Top of Curb

(See Note 2)

17

17

TRANSVERSE SECTION

SUPERSTRUCTURE

0 71

3/8" = 1'-0"

#






#

KEY

Filena

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MS

TA\

017

_Brid

ge

Typ.d

gn

Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

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2/17/17

2/17/17

2/17/17


1'-11" 14'-11" 1'-11"14'-11"

Out-to-Out

33'-8"

É Roadway

1'-4" 7" 1'-4"7"

G1 G2 G3 G4 G5

Scale: …" = 1'-0"

SUPERSTRUCTURE TRANSVERSE SECTION

3'-4" 3'-4"4 Spaces @ 6'-9" 27'-0"

DECK CONCRETE REPAIR NOTES

4.

3.

2.

1.

4.

3.

2.

1.

EXPANSION JOINT NOTES

Repair Note 1)

(See Deck Concrete

Deck Repairs

Partial Depth Concrete

(Typ.)

(See Snow Fence Details Sheet)

Install Snow Fence

Joint modifications shall be paid for under Item 520.2401 Bridge Joint Modification Type I.

recommendations.

Steel surfaces shall be prepped and elastomeric concrete shall be applied according to the manufacturers

minimum anchor profile or roughened surface.

All concrete surfaces where elastomeric concrete is to be applied shall have a • inch

Refer to MaineDOT Standard Details Section 520 for details and information not shown.

Specification 518.

Prepare and patch repair areas. Install new reinforcing steel, as required. See Supplemental

shall agree on the revised pay limits prior to the Contractor continuing the removals.

during the demolition process, the Contractor shall notify the Resident. The Resident and Contractor

Chip concrete to the depth specified in Supplemental Specification 518. If the removal limits change

Sawcut 1" deep along all limits of removal.

limits. Work shall be paid under Item 518.80 Partial Depth Concrete Deck Repairs.

concrete using a chain drag or other method approved by the Resident to determine the required repair

Prior to the start of deck concrete repairs, the Resident and the Contractor shall sound all deck

É Bearing

EXISTING EXPANSION JOINT SECTION

Existing 8" Concrete

Deck to Remain (Typ.)

Existing Pavement

to Remain

É Bearing

PROPOSED EXPANSION JOINT SECTION

SECTIONS AT EXPANSION JOINTS AT ABUTMENTSNot to Scale

Strip Seal

Existing Steel

Angles to

Remain

Existing Extrusions

to Remain

Diaphragm

Existing

Existing Beam

Existing

Pavement

Saw Cut

Remove Existing 3" Pavement

3"

Min.

Surface to Remain

Existing Concrete Wearing

Back of Existing Backwall

Diaphragm

Existing

Existing Beam

3"

Min.

•" Amplitude

Anchor Profile (Typ.)

Saw Cut Pavement

Bridge Joint Modification Type I

Incidental to Item 520.2401,

Pavement Strip Repair Payment

Butt JointMin.

12"

Elastomeric Concrete Header

Install 3"x10" Min.

Remove Existing

Backwall Chamfer

| Construction

Face of Abutment

Footing

G1G2G3G4G5


Protective Coating

Limits of Pigmented

PLANScale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

ELEVATION

Conduit Opening

18

18

Typical Details Sheet.

For Concrete Repair Notes and Details see Concrete Repair 1.

NOTE

2

1

10 15

3/16" = 1'-0"

EAST WINGWALL ELEVATION

ABUTMENT NO. 1

WEST WINGWALL ELEVATION

ABUTMENT NO. 1

1

ABUTMENT NO. 1 REPAIRS

**


ESTIMATED

Existing Slope (Typ.)

Approximate Top of Existing Slope (Typ.)

Approximate Top of

Scale: ‰" = 1'-0" Scale: ‰" = 1'-0"

As A contingency


Surface Patch Repairs 20

Granite Block Pavers

Approximate Top of Existing

#






#

KEY

1

East Wingwall

West Wingwall

2

1

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

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2/17/17

2/17/17

2/17/17


Slope Protection

Existing Concrete

Joint Angle

Existing Expansion

Protective Coating

Limits of Pigmented

TYPICAL ABUTMENT SECTIONNot to Scale

19

19

PLANScale: ‰" = 1'-0"


É Construction

G1 G2 G3 G4 G5

Protective Coating

Limits of Pigmented

Scale: ‰" = 1'-0"

ELEVATION

Face of Abutment

Footing

Conduit Opening

West Wingwall

1.

NOTE

10 15

3/16" = 1'-0"


ABUTMENT NO. 2


ABUTMENT NO. 2

•" Wide Crack …" Wide Crack

1

East Wingwall


Approximate Top of

6

12.5


Approximate Top of


Repair Typical Details Sheet.

For Concrete Repair Notes and Details see Concrete

**


ESTIMATED

Scale: ‰" = 1'-0" Scale: ‰" = 1'-0"

1

2

As A contingency


Surface Patch Repairs 20

KEY

#






#

2

Existing Block Pavers

Approximate Top of

1

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019_

Abut2_

01.d

gn

Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

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2/17/17

2/17/17

2/17/17


É PierÉ Construction

G1 G2 G3 G4 G5

SOUTH ELEVATION END ELEVATIONScale: ‚" = 1'-0"

Scale: ‚" = 1'-0"

(Looking West)

PLANScale: ‚" = 1'-0"

G1 G2 G3 G4 G5

É Brg., Pier

É Pier

NORTH ELEVATION END ELEVATIONScale: ‚" = 1'-0"

Scale: ‚" = 1'-0"

(Looking East)

G5 G4 G3 G2 G1 É Pier

NOTES

20

20

Protective Coating

Limits of Pigmented

4 80

1/4" = 1'-0"

PIER REPAIRS


Limits of Pigmented


Limits of Pigmented

#






#

KEY

Typical Details Sheet.

For Concrete Repair Notes and Details see Concrete Repair 1.

Filena

me:...\

MS

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020_

Pier1_

01.d

gn

Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

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KDW

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2/17/17

2/17/17

2/17/17


É Brg., Pier No. 1

Sta. 19+56.77

I-95 SB I-95 NB

É Construction


Sta. 19+56.17 Cider Hill Road =

CIDER HILL ROAD

PLAN

Shld

10'-0"

Lane

12'-0" Lane

12'-0" Lane

12'-0" S

hld

13'-0" S

hld

13'-0" Lane

12'-0" Lane

12'-0" Lane

12'-0" S

hld

10'-0"

É Brg., Pier No. 1

Sta. 19+56.77

Span 2

130'-0ƒ"

Span 1

130'-0ƒ"

ELEVATION


Sta. 20+89.81


Sta. 18+29.54


Sta. 18+29.54


Sta. 20+89.81

(Turnpike Guardrail not Shown for Clarity)

Wingwall No. 1

Abut. No. 1

Wingwall No. 3

Abut. No. 2

Wingwall No. 4

Abut. No. 2

52'-0‚

"

47'-6ƒ

"

Fence (Typ.)

Install Snow

Wingwall No. 2

Abut. No. 1

0016 16 32

Limits of Snow Fence 20 Spaces @ 8'-0"± = 160'-0"±

Slope Protection

Existing Concrete

Limits of Snow Fence 21 Spaces @ 8'-0" = 168'-0"±

Wearing Surface (Typ.)

Replace Reinforced ConcreteUnderside of Deck

Repair Spall on

Min. 12" Below Bottom Flange (Typ.)

Extend Bridge Drain Downspout to

260'-1•" (Long Chord)

(See Note 2)

Scale ˆ" = 1'-0"

Scale ˆ" = 1'-0"

1/16" = 1'-0"

(See Note 2)

Vertical Clearance

16'-6" Minimum

Details Sheet)

(See Slope Protection Repair

Repair Concrete Slope Protection

(Both Fascias)

Snow Fence

(See Miscellaneous Details Sheet)

(As Needed 15 Locations)

Install Splice Bar Retrofit (Typ.)

Details Sheet) (Typ.)

Fascia (See Miscellaneous

Coatings to Curb and


(See Trough and Hopper Details Sheet)

Install Expansion Device - Joint Seal

Detail Sheet)

Protection Repair

Protection (See Slope

Repair Concrete Slope

Shoulders (See Note 1) (Typ.)

Coating to Bridge Deck


prior to snow fence production.

Contractor shall verify existing bridge rail spacing

The existing bridge rail spacing may vary. The

striping for the length of the bridge.

shoulders of the bridge deck up to the white line

Clear Protective Coating Shall be applied in the

2.

1.

19+0020+00

21+00 18+00

1210+00

1211+00

8'-6"

11'-0"

11'-0"

8'-6"

21

21


I-95 SB I-95 NB

Substructure (Typ.)

to Exposed

Protective Coating

Apply Pigmented

Ground (Typ.)

Approximate Existing Repairs to Substructure (Typ.)

Epoxy Injection Crack

33

NOTE

**


ESTIMATED

#






#

KEY

As A Contingency


Overhead Surface Repairs 53

**

Depth Concrete Repairs.

Assumes 5% of the Deck will require Partial

Concrete Deck Repairs 510

Substructure (Typ.)


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CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

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T. BryantTEL (207) 889-3150

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CIDER HILL ROAD OVER INTERSTATE 95


36

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2/17/17

2/17/17


22

22

TRANSVERSE SECTION

SUPERSTRUCTURE

0 71

3/8" = 1'-0"

#






#

KEY

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CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



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2/17/17

2/17/17


DECK CONCRETE REPAIR NOTES

Scale: …" = 1'-0"


1'-10" 19'-6" 1'-10"19'-6"

Out-to-Out

42'-8"

G4 G6G3G2G1

6" 1'-4"6"1'-4"

G5

É Roadway

Spacing VariesVaries Varies

3.6% Slope

wearing surface with transverse sawcut grooves.

3 •"± and replace with 3 •"± unreinforced concrete

Remove existing reinforced concrete wearing surface

Deck repairs (See Note 3)

Partial Depth Concrete

(See Miscellaneous Details) (Typ.)

Bridge Drains

Extend All Existing

Elevations Sheet for Locations)

(See General Plan and

Deck Fascia underside

Patch Repair Bridge

Sheet) (Typ.)

(See Snow Fence Details

Install Snow Fence

8.

7.

6.

5.

4.

3.

2.

1.

deck as directed by the Resident Engineer.

Contractor shall provide vertical shielding when performing work along edges of the bridge

Sawcut Grooves) and be incidental to Item 502.29.

Transverse sawcut grooves shall be in accordance with Special Provision Section 502 (Transverse

Specification 518.

Prepare and patch repair areas. Install new reinforcing steel as required. See Supplemental

shall agree on the revised pay limits prior to the Contractor continuing the removals.

during the demolition process, the Contractor shall notify the Resident. The Resident and Contractor

Chip concrete to the depth specified in Supplemental Specification 518. If the removal limits change

Sawcut 1" deep along all limits of removal.

Item 518.80 Partial Depth Concrete Deck Repairs.

approved by the Resident to determine the required repair limits. Work shall be paid under

Resident and the Contractor shall sound all deck concrete using a chain drag or other method

After removing existing wearing surface and prior to the start of deck concrete repairs, the

with the Resident. Work shall be incidental to Item 502.29.

measure depth of rebar and to confirm wearing surface depth. Test locations shall be confirmed

Approximately every 20ft Contractor shall core drill or chip 2 exploratory holes in each lane to

surface can be installed to the existing lines and grade.

The Contractor shall perform topographic survey of the deck surface so that the proposed wearing

É Construction

PLAN

ELEVATION

‰" = 1'-0"

10 15

3/16" = 1'-0"

Working Line


ABUTMENT NO. 1


ABUTMENT NO. 1

5

Ground (Typ.)


23

Protective Coating

Limits of Pigmented

Tie Holes

Repair Concrete

1

ABUTMENT NOTES

In Backwall

Opening

Conduit

23


G6 G5 G4 G3 G2 G1

**


ESTIMATED

Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

51

1/2" = 1'-0"

0


#






#

KEY

4.

3.

2.

1.

(See Note 4)

with Joint Sealant

Abutment and Slope Protection

Reseal Gap between

9

polyurethane joint sealant and shall be incidental to 513.09 Slope Protection.

Joint sealant shall be from the MaineDOT Qualified Products List for silicone and

necessary precautions before any abutment repairs.

Contractor should be aware of excessive pigeon excrement at the abutment and take

and backwall is spalled.

Based on visual inspection it is estimated approximately 30% of the bridge seat

For Concrete Repair Notes and Details see Concrete Repair Typical Details Sheet.

1Repair „" Crack

1

for Bridge Seat and Backwall Repairs (See Note 2).

Includes A 165 S.F. Additional Repair Quantity

Abutment Surface Patch Repairs 173

and Hopper Details)

for Clarity) (See Trough

Down Spout (Not Shown

Install Hopper and

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CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



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2/17/17

2/17/17

2/17/17


Slope Protection

Existing Concrete

Protective Coating

Limits of Pigmented

TYPICAL ABUTMENT SECTIONScale: •" = 1'-0"

É Construction


PLAN

ELEVATION

10 15

3/16" = 1'-0"

Working Line

3 2

47


ABUTMENT NO. 2


ABUTMENT NO. 2

Ground (Typ.)


24

24

Protective Coating

Limits of Pigmented

G3


G2G1 G4 G5 G6

**


ESTIMATED

Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

#






#

KEY

2

2 on Abutment No. 1 Repairs).

for Bridge Seat and Backwall Repairs (See Note

Includes A 165 S.F. Additional Repair Quantity


NOTE

1.

Repair Typical Details Sheet.

For Concrete Repair Notes and Details See Concrete

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



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RSB

2/17/17

2/17/17

2/17/17

2/17/17


In Backwall

Opening

Conduit

É Pier

É PierÉ Construction

PLAN

G1 G2 G3 G4 G5 G6

É Pier

SOUTH ELEVATIONLOOKING SB

4 80

1/4" = 1'-0"

Protective Coating

Limits of Pigmented

Protective Coating

Limits of Pigmented

Protective Coating

Limits of Pigmented

(Typ.)

Existing Ground

Approximate

NORTH ELEVATION LOOKING NB

(Typ.)

Existing Ground

Approximate

É Pier

Protective Coating

Limits of Pigmented

Protective Coating

Limits of Pigmented

25

18

181

25

**


ESTIMATED

PIER REPAIRS

„"± Wide Crack

„"± Wide Crack

G1 G2 G3 G4 G5 G6

G6 G5 G4 G3 G2 G1

As A contingency


Pier Surface Patch Repairs 6

Scale: ‚" = 1'-0" Scale: ‚" = 1'-0"

Scale: ‚" = 1'-0"

Scale: ‚" = 1'-0"

Scale: ‚" = 1'-0"

#






#

KEY

NOTE

1.

See Concrete Repair Typical Details Sheet.

For Concrete Repair Notes and Details

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Date:2/17/2

017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



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See Detail B

Not to Scale

Not to Scale

DETAIL B

ABUTMENT NO. 1

SECTION THRU HOPPER AT

65°

Between Girders

Top of Seat

See Detail C

115°

Detail A)

Strap (See


Joint Vertical Plate

Existing Finger

Joint Vertical Plate

Existing Finger

Web Plate

Girder

Hopper

Proposed

•"

Clr.

É Brg., Abut. 1

Detail D

Drainage Seal

Proposed

26

26

NOT TO SCALE

TROUGH AND HOPPER DETAILS

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



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HOPPER DETAILSNot to Scale

TROUGH AND HOPPER NOTES

9"

6"

2'-0"

1'-0"

TOP VIEW

5"

6"

2'-0"

FRONT VIEW

Water Flow

5"

6"

Water Flow

Not to Scale

DETAIL C

(Min.)

6"

Anchor Bolt (Typ.)

†" Concrete

12x6x‚

Structural TubingStrap ‚"x2"

DETAIL A

†" Bolt

Abutment Backwall

Face of

9"

6"

5"

6"

SIDE VIEW

12x6x‚

Structural Tubing

Varies

65°

Ê ‚" (Typ.)

(Bond to Concrete)

1"x2"x12"

Rubber Block

1. See Special Provision 520 for joint seal specifications and installation details.

JOINT SEAL NOTE

8.

7.

6.

5.

4.

3.

2.

1.

Bolts shall be located every 2'-0" on center, offset 1'-0" from threaded rod, for the length of the joint.

Prior to installation Contractor shall remove existing drainage channel.

Bridge Joint Modification - Cider Hill.

All costs for the complete trough system, including labor and materials shall be incidental to Item 520.2409

Coat bolts, threaded studs and nuts with nickel based anti-seize lubricant during installation.

shall be submitted for approval prior to fabrication.

Shop drawings for the complete trough system including the steel attachment plates, and fasteners

dip galvanized. Joint seal A36 steel sheet shall be galvanized after bends have been made.

and hot-dipped galvanized in accordance with ASTM A123. All associated fasteners shall be hot

All drain or hopper components shall be blast cleaned to the requirement of SSPC-CP6/NANCE 3

All plates shall be ‚" thick and shall conform to ASTM A36 unless noted otherwise.

joint seal steel.

Contractor shall confirm dimensions on site prior to submitting shop drawings of hopper and

DETAIL DNot to Scale

1•"

on Center for Length of Joint

Nuts in…" Dia. Hole at 2'-0"

Threaded Rod with Two Hex

‚" Dia. Galvanized Steel

(See Joint Seal Note 1)

Proposed Drainage Seal

1•"

2•

"

1"

3•

"

0•"

0•"

Steel Plate

Galvanized

‰" A36

R = •"

45°

135° …" Bolt

É Brg., Abut. 1

3" Clear

3'-0"

Min.

(2 Required)

Bent Ê ‚"x2"

Bent Ê ‚"x2"

†" Ì Bolt (Typ.)

Strap Detail A)

(Similar to

Split Strap ‚"x2"

Anchor Bolt (Typ.)

†" Concrete

7"

DETAIL A

B

B

Scale: ‚" = 1'-0"

Scale: 1 •" = 1'-0"

SECTION B-B

3

0.33

Coated Steel Mesh

6"x6"-10 Gage Epoxy I-95 NB

É Construction

PLAN

Shld

10'-0"


Sta. 18+29.54


Sta. 18+29.54

Wingwall No. 1

Abut. No. 1

Repair Concrete Slope Protection

Slope Protection

Existing Concrete

2:1 Slop

e

Wingwall No. 2

Abut. No. 1

14'-3

"

2'-0"

(No Joint)

| Slope Change

(No Joint)

| Slope Change

2'-0"

2'-0"

27

27

47'-6ƒ

"

16'-8"±

Regrade Area to Drain

REPAIR DETAIL

SLOPE PROTECTION

02 14

3/32" = 1'-0"

30

1 •" = 1'-0"

01 1

4 80

1/4" = 1'-0"

See Detail A

Drain.

Composite Hopper and

Fabricate and Install

to Drain

Regrade Area

Scale: ‘" = 1'-0"

Scale: ‘" = 1'-0"

(See Note 3)

Protection in this Area

Repair Concrete Slope

3.

2.

1.

Swale

Concrete

Existing

A A

VIEW A-A

SLOPE REPAIR ITEM NOTES

shall be used for replacing concrete slope protection.

in-kind as directed by the Resident. Class A concrete

Remove and reset or replace concrete slope protection

Loam and seed regraded area with 2 inches of loam.

Item 513.09 Slope Protection - Portland Cement Concrete.

Regrading area to drain will be paid for under

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


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RSB

2/17/17

2/17/17

2/17/17

2/17/17


19+00

18+00

8'-6"

11'-0"

11'-0"

8'-6"

2"4"

4"

4"

8"

3'-0"

Grade

Existing

Proposed Grade

In this Area

Slope Protection

Repair Concrete

5'-0"

5'-0"

5'-0"

4'-0"±

4'-0"±

4'-0"±

4'-0"±

4'-0"±

Existing Concrete S

wale

| Dum

my Joint

| Dum

my Joint

to drain

Regrade area

to drain

Regrade area

15'-0"

Ground (Typ.)


Scale ˆ" = 1'-0"



KEY

NOTES

# Linear Feet of Crack Repair

Square Footage of Repair#


6.

5.

4.

3.

2.

1.

support web connections.

conflicts with bridge rail posts and existing sign

Contractor shall field verify sign location to avoid

Approximate sign locations are shown on the plans.

waterproofing membrane.

responsible to repair any damage to the

waterproofing membrane. The contractor shall be

Pavement removal shall not disturb bridge

low modulus joint sealer.

applied and vertical edges shall be treated with

Prior to paving bituminous tack coat shall be

9.5mm Nominal Maximum Size.

paid for under Item 403.210 Hot Mix Asphalt

Strip patch repair shall be 1•" deep and will be

Modification - Joint Sealant.

for under Item 520.24 Bridge Joint

Polyurethane Joint Sealants and will be paid

Qualified Products List for Silicone and

Joint sealant shall be from the MaineDOT

areas may be determined by the Resident.

Repair joint seal where noted, additional repair

support and extended to curb.

Snow fence fabric shall be cut around sign

bridge rail spacing prior to snow fence production.

mounted sign. The Contractor shall verify existing

particularly around existing overhead bridge

The existing bridge rail spacing may vary,


Sta. 87+22.03

É Brg., Pier No. 1

Sta. 88+20.03

É Brg., Pier No. 2

Sta. 88+93.28


Sta. 89+66.53

Wingwall No. 4

Abut. No. 2

28

28

GENERAL PLAN

Wingwall No. 1

Abut. No. 1

Lane

Lane

Lane

Lane

Lane

Lane

Lane

Lane

Off

Ramp

Varies

13'-0"

Shldr

Shldr8'

-0"

12'-0"

13'-0"

Ramp

12'-0"

12'-0"

12'-0"

13'-0"

12'-0"

12'-0"

12'-0" 13

'-0"

10'-0"

12'-0"

12'-0"

13'-0"

4'-0"



(See Note 1)

(See Note 1)

(See Note 2) (Typ.)

Repair Joint Seal

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CONTRACT:

SHEET NUMBER:




By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


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2/17/17

2/17/17

2/17/17


615+

00

É Construction

14'-0"

8'-0"

8'-0"

Lane

Lane

Shldr

Shldr

Lane

Lane

50'-7

"

48'-7

…"


Sta. 88+20.03 Route 236 =

1'-6

"

016 16 32

1/16" = 1'-0"

3'-0"±

Scale: Designed by:


ROUTE 236 OVER INTERSTATE 95


87+0088+0089+0090+00

Wingwall No. 3

Abut. No. 2

I-95 NBI-95 SBI-95 SB

8'-0"

26'-0"

10'-0"

60'-8

"

Fence (Typ.)

Install Snow

Surface (See Note 3) (Typ.)

Bituminous Wearing

Strip Patch Repair

Wingwall No. 2

Abut. No. 1

615+

00

Date:2/17/2017

PLAN

ROUTE 236

Curb

Curb

Curb

Curb

(See Note 2) (Typ.)

Repair Joint Seal

(Typ.)

Structure Details Sheet)

(See Sign Support

Sign Support

Not to Scale

EXISTING SECTION A-A

(See Note 2)

To be Provided by Others

Replacement Joint Seal

Remove Existing Joint Seal.

Wingwall No. 2

Abut. No. 1

Wingwall No. 3

Abut. No. 2

Remove Joint Seal

I-95 SB

Sta. 293+85.15


Sta. 296+11.15


Sta. 294+98.15

É Brg., Pier No. 1

I-95 NB

Shld

10'-0" S

hld

10'-0"

Lane

12'-0"Lane

12'-0"Lane

12'-0"Lane

12'-0"Lane

12'-0"Lane

12'-0" S

hld

13'-0"

Shld

13'-0"

PLAN

POND ROAD

CHASES

12'-0"

12'-0"

12'-0"

12'-0"

10'-0"

10'-0"

Fence (Typ.)

Install Snow

11'-5"

11'-5"

Lane

Lane

Lane

Lane

Media

n

8'-0"

8'-0"

Curb

Curb

Remove Joint Seal

293+00 294+00 295+00 296+00 297+00

243+

00

244+

00

(See Note 1)

(See Note 1)

A

A

Scale: ˆ" = 1'-0"


Fascia (See Miscellaneous

Coating to Curb and



(See Miscellaneous

Below Bottom Flange

Downspout to Min. 12"

Extend Bridge Drain

É Construction

Wingwall No. 4

Abut. No. 2

Wingwall No. 1

Abut. No. 1

Span 2

113'-0"

Span 1

113'-0"

226'-0"


Sta. 293+85.15

É Brg., Pier No. 1

Sta. 294+98.15


Sta. 296+11.15

I-95 SB I-95 NB

ELEVATION

Ground (Typ.)


Substructure (Typ.)

to Exposed

Protective Coating

Apply Pigmented(Typ.)

Slope Protection

Transition Barrier (Typ.)



Sta. 294+98.15 Chases Pond Road =

Substructure (Typ.)


(Both Fascias)

Snow Fence

Scale: ˆ" = 1'-0"

Date:2/17/2017

4.

3.

2.

1.

related contract items.

All joint modifications shall be incidental to the

September 2017.

Turnpike Authority and completed prior to

This work shall be coordinated with the Maine

SSPC-SP11- Power Tool Cleaning to Bare Metal.

lower extrusion to a surface cleanliness of

prepare all inside surfaces of joint beam down

Contractor shall remove existing seal and

to curb.

shall be cut around sign support and extended

snow fence production. Snow fence fabric

existing bridge rail spacing prior to

mounted sign. The Contractor shall verify

particularly around existing overhead bridge

The existing bridge rail spacing may vary,

1

2

016 16 32

1/16" = 1'-0"

**


ESTIMATED

As A Contingency


Concrete Patch Repairs 8

#






#

KEY

NOTES

Scale: Designed by:



YORK INTERCHANGE OVER INTERSTATE 95


29

29


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CONTRACT:

SHEET NUMBER:




By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596


Suite 105B


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2/17/17


2/17/17

É Construction Working Line

PLAN

ELEVATION


20'-10ƒ"

Ground (Typ.)


See Concrete Repair Typical Detail Sheet.

1. For Concrete Repair Notes and Details

SHEET NOTE

Limits of Pigmented Protective Coating

8

Protective Coating

Limits of Pigmented

Slope

Existing

TYPICAL ABUTMENT SECTION

30

30

10 15

3/16" = 1'-0"


G8 G7G9 G6 G5 G3G4 G2 G1G10G11G12

**


ESTIMATED

As A contingency



Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

6 2 6 2 12

#






#

KEY

31

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



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2/17/17


2/17/17

10 15

3/16" = 1'-0"

É Construction Working Line

PLAN

ELEVATION


32

31

31

Ground (Typ.)


See Concrete Repair Typical Detail Sheet.

1. For Concrete Repair Notes and Details

SHEET NOTE

#

Limits of Pigmented Protective Coating

Protective Coating

Limits of Pigmented

Slope

Existing

TYPICAL ABUTMENT SECTION

G5 G6G4 G7 G8 G9G1 G2 G3 G10 G11 G12


**


ESTIMATED

Scale: ‰" = 1'-0" Scale: ‰" = 1'-0"

Scale: ‰" = 1'-0"

6

12

2

#






#

KEY

2

As A contingency



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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:

TSB

55108.00

KDW

MED

2017.05 36




RSB

2/17/172/17/17

2/17/17


2/17/17

G7

É Column 5É Column 6É Column 7É Column 8

É Pier

É Construction

G9 G8

PLAN

G12 G11 G10

SOUTH ELEVATIONEAST ELEVATION

4 80

1/4" = 1'-0"

Protective Coating

Limits of Pigmented

Protective Coating

Limits of Pigmented

É Pier Protective Coating

Limits of Pigmented

NORTH ELEVATION WEST ELEVATION

É Pier

Protective Coating

Limits of Pigmented

Protective Coating

Limits of Pigmented

32

NOTE

32

PIER NO. 1 REPAIRS

G12 G11 G10

G10 G11 G12

G9 G8 G7

G7 G8 G9

1.

the same as Pier No. 1.

Apply pigmented protective coating to Pier No. 2

symmetric to Pier No. 2, girders G1 through G6.

Pier No. 1 consisting of girders G7 through G12 is

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:

TSB

55108.00

KDW

MED

2017.05 36




RSB

2/17/172/17/17

2/17/17


2/17/17

PLAN

É Construction

É Brg., Pier No. 1

Sta. 50+00.00

North Wingwall

East Abut.

North Wingwall

East Abut.

É Brg., East Abut.

Sta. 50+98.95

É Brg., West Abut.

Sta. 49+01.05

South Wingwall

West Abut.

North Wingwall

West Abut.

Scale: ‘" = 1'-0"

Shld

12'-0"

Shld

12'-0"

Lane

12'-0"

Lane

12'-0"

Lane

12'-0"

lane

12'-0"

Lane

12'-0"

Lane

12'-0"

Shld

12'-0"

Shld

12'-0"

Shld

4'-0"

Shld

4'-0"

Median

9'-0"

Median

9'-0"

33

33

(Typ.)

Protection

Slope

02 14

3/32" = 1'-0"

30

I-95 SB I-95 NB


Sta. 50+00.00 Captain Thomas Road =CAPTAIN THOMAS ROAD

GENERAL PLAN

(See Joint Details Sheet)

Replace Joint Seal

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:

TSB

55108.00

KDW

MED

2017.05 36

RSB

2/17/17

2/17/17

2/17/17

2/17/17


AT MM 14.80 IN WELLS, ME

CAPTAIN THOMAS RD OVER INTERSTATE 95


49+00 50+00 51+00

658

+00

657

+50

Scale: …" = 1'-0"


4 Spaces @ 6'-9" 30'-0"2'-6" 2'-6"

G3G2G1 G4 G5

1'-6" 16'-0"

Out-to-Out

35'-0"

1'-6"16'-0"

É Roadway

34

34

1 •" = 1'-0"

01 1

NOTES

JOINT DETAILS

4.

3.

2.

1.

Modifications- Captain Thomas.

All joint modifications will be paid for under item 520.2408 Bridge Joint

prior to September 2017.

This work shall be coordinated with the Maine Turnpike Authority and completed

cleanliness of SSPC-SP11- Power Tool Cleaning to Bare Metal.

Prepare all inside surfaces of joint beam down lower extrusion to a surface

be modified as shown.

Existing compression seal shall be removed and existing seal joint edge beam shall

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:

TSB

55108.00

KDW

MED

2017.05 36

RSB

2/17/17

2/17/17

2/17/17

2/17/17


AT MM 14.80 IN WELLS, ME

CAPTAIN THOMAS RD OVER INTERSTATE 95


DETAIL A

PROPOSED

Not to Scale

4"

Remove Existing Seal

EXISTING

1ƒ"

Beam as Shown (Typ.)

Lip of Joint Edge

Remove Top

Scale: 1•" = 1'-0"

Existing Girder

EXISTING EXPANSION JOINT SECTION

Deck to Remain (Typ.)

Existing 8" Concrete

to Remain (Typ.)

Existing Steel Angles

to Remain (Typ.)

Existing Extrusions

to Remain (Typ.)

Existing Pavement

É Bearing

Detail A

G1 G2

G2G1

G5G4

Scale: ƒ" = 1'-0"

(28 Total Utility Supports)

(Looking South)

Scale: …" = 1'-0"

(28 Utility Supports)

(Looking East)

35

35

MM 42.00

TWO ROAD ROAD

MM 35.30

NORTH STREET

MM 15.21

TATNIC ROAD

MATERIAL NOTES

2.

1.

UTILITY SUPPORT HANGER NOTES

Rod (Typ.)

New Threaded

0 71

3/8" = 1'-0"

Scale: …" = 1'-0"

over Turnpike South Bound Lanes)

(30 Utility Supports, Including 3 Steel Supports

(Looking South)

Support Beam (Typ.)

Existing W4x13 Utility

Support (Typ.)

and Washer, 8 Per

New Heavy Hex Nut

Support Beam (Typ.)


Support Beam (Typ.)


Rod (Typ.)

New Threaded

Rod (Typ.)

New Threaded

Support (Typ.)

and Washer, 16 Per

New Heavy Hex Nut

Support (Typ.)

and Washer, 16 Per

New Heavy Hex Nut

UTILITY SUPPORT REPAIR DETAILS

MULTIPLE LOCATIONS

3.

2.

1.

manufactured by American U-Tel for fiberglass (4.5" O.D) conduit or approved equal.

Steel utility support systems shall be removed and replaced with composite supports

hot dipped galvanized.

Grade A563 heavy hex locking nuts and associated washers. All hardware shall be

All utility support hardware shall consist of ƒ" dia. Grade A36 threaded rod, 1‚"

item 830.17 Utility Conduit Hanger System Hardware.

All labor, equipment and materials necessary to complete this work shall be incidental to

rod will not be permitted.

measurements within the shoulder of each bridge location. Field cutting of new threaded

The rod length and hardware depicted in the plan set is based on limited field

Contractor shall field verify threaded rod lengths prior to rod and hardware procurement.

re-installation.

composite square tube and pipe hardware if damaged during the removal and

performing this work. The contractor shall be fully responsible for replacing the existing

and submit installation and a temporary support plan at least three weeks prior to

shall be temporarily supported at the location being replaced. The contractor shall design

support hangers. The existing composite support hardware shall be re-used. The conduit

At each bridge location the utility support system hardware shall be replaced for all utility

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:55108.00

2017.05 36



MED

KDW TSB

RSB2/17/17


2/17/17

PLAN

I-95 NBI-95 SB

23+00 24+00

22+00

634+

00

É Brg. East Abut.

É Brg. Pier

É Brg. West Abut.

ROUTE 1 ON-RAMP

Ë Construction

Shld

12'-0"Lane

12'-0"Lane

12'-0"Lane

12'-0"

Shld

4'-0"Shld

4'-0"Lane

12'-0"Lane

12'-0"Lane

12'-0"Shld

12'-0"

Sta. 634+25.03

Sta. 23+05.80

(See Sign Support Structure Details Sheet)

Replace Existing Sign Supports and Signs

(See Sign Support Structure Details Sheet)

Replace Existing Sign Supports and Signs

NOTES

support web connections.

bridge rail posts and existing sign

sign location to avoid conflicts with

the plans. Contractor shall field verify

Approximate sign locations are shown on

structures have been installed.

and reinstall after new sign support

snowfence panels during construction

contractor shall remove existing

If needed to access sign support, the

2.

1.

GENERAL PLAN

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Date:2/17/2017

CONTRACT:

SHEET NUMBER:


Scale:


Designed by:


By Date By Date

Checked

In Charge ofDrawn

Designed

MEMORIAL HIGHWAY

THE GOLD STAR

T. BryantTEL (207) 889-3150

FAX (207) 253-5596



Suite 105B


VHB:

TSB

55108.00

KDW

MED

2017.05 36

RSB

2/17/17

2/17/17

2/17/17

2/17/17


BRIDGE AT MM 1.8 IN YORK, ME

ROUTE 1 ON-RAMP (RAMP H) UNDERPASS


Scale of Feet

20 0 10 20

36

36

memorial highway - maine turnpike · 2018. 12. 11. · astm a709/a709m, grade 36 astm a615/a615m,...

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