M R 2 .0 O F T 7 W IN 2 E T O P T 0 A N S T ES M T R A P E D B€¦ · M P B (S B O N) R M P...

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GENERAL CONSTRUCTION NOTES

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42.

41.

40.

39.

38.

37.

36.

35.

34.

33.

32.

31.

30.

29.

28.

27.

26.

25.

24.

23.

22.

21.

20.

19.

18.

17.

the Resident for approval prior to rebar fabrication.

considered incidental to the related contract items. Reinforcing steel schedules shall be submitted to

more information. Payment for all work associated with developing reinforcing steel schedules will be

responsibility of the Contractor. Refer to Subsection 503.03 of the Standard Specifications for

Reinforcing Steel Schedules for the precast pier column and precast pier cap will be the

Removal pay item.

developing, submitting and finalizing the Demolition Plan will be considered incidental to the Bridge

Demolition Plan for appropriateness and completeness. Payment for all work necessary for

of the bridge shall be undertaken by the Contractor until MaineDOT has reviewed the Bridge

remove and dispose of all materials included in the existing bridge. No work related to the removal

to the start of demolition work. The plan shall outline the methods and equipment to be used to

The Contractor shall submit a Bridge Demolition Plan to the Resident at least 10 business days prior

removal pay item.

required to remove and dispose of the existing bridge will be considered incidental to the bridge

offices on Child Street in Augusta. Payment for all labor, materials, equipment, and other costs

Waste Management Regulations." Chapter 850. A copy of this regulation is available at MaineDOT's

the steel in accordance with the Maine Department of Environmental Protection's "Maine Hazardous

disposal of the bridge components, including lead-coated steel. The Contractor shall recycle or reuse

the existing bridge and any hazardous waste generated as a result of the storage, recycling, or

removed, the Contractor is solely responsible for the care, custody, and control of the components of

OSHA mandated personal protection standards related to this process. Once the existing bridge is

the process of demolishing the bridge. The Contractor is responsible for implementing appropriate

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

the existing bridge are coated with a lead-based paint system. The Contractor is responsible for the

The existing bridge shall be removed by and become property of the Contractor. The steel portions of

Adjustments to Compensation.

adjustments will be made in accordance with Standard Specifications Section 109.7, Equitable

c. If a design change results in changes to estimated quantities for Lump Sum pay items, price

those requirements will be followed.

b. If other Contract Documents specifically allow a change in payment or a Lump Sum pay item,

109.2, Elimination of Items, will take precedence.

a. If a Lump Sum pay item is eliminated, the requirements of Standard Specifications Section

quantities are different from the MaineDOT provided estimated quantities, except as follows:

the Contract Bid amount, with no addition or reduction in payment to the Contractor if the actual final

are provided by MaineDOT for informational purposes only. Lump sum pay items will be paid for at

Quantities included for pay items measured and paid for by lump sum are estimated quantities and

address.

The existing median concrete barrier plans (WIN 019201.00) may be accessed at the MaineDOT web

made to the bridge during its lifespan.

unlikely that the plans will show any construction field changes or alterations which may have been

reproductions of the original drawings as prepared for the construction of the bridge. It is very

The existing bridge plans may be accessed at the MaineDOT web address. The plans are

between the boring locations.

collected at discrete locations. Data provided may not be representative of the subsurface conditions

The boring logs contained in the plan set present factual and interpretive subsurface information

Bidder's or Contractor's interpretations of, or conclusions drawn from, the geotechnical information.

actual subsurface conditions at the construction site. MaineDOT will not be responsible for the

Contractor. No assurance is given that the information or interpretations will be representative of

Geotechnical information furnished or referred to in this plan set is for the Bidders and the

June 2019) may be accessed at the MaineDOT web address.

Ohio Street Bridge Over Interstate 95 Bangor, Maine" dated (Nov. 25, 2011 with Addendum #1 dated

The project geotechnical report titled: "Preliminary Geotechnical Design Report For the Replacement of

http://www.maine.gov/mdot/contractors/

Project information referred to below may be accessed at the following MaineDOT web address:

-Concrete wearing surface.

-All exposed faces of median concrete barriers and pier protection.

-All exposed areas of new abutments, piers, and wingwalls to one foot below grade.

-Fascias down to the drip notch.

-All exposed surfaces of concrete curbs and sidewalks.

Protective Coating for Concrete Surfaces shall be applied to the following areas:

Contract items.

it is apparent that runoff will cause continual erosion. Payment will be made under the appropriate

with Stone Ditch Protection shall be constructed after paving and shoulder work is completed, where

Extended-use Erosion Control Blanket, seeded gutters, riprap downspouts and other gutters lined

Mulch. Payment will be made under Item No. 619.14, Erosion Control Mix.

directed by the Resident. Placement shall be in accordance with Standard Specifications Section 619,

Erosion Control Mix may be substituted in those areas normally receiving loam and seed as

unless otherwise noted or directed by the Resident.

Loam shall be placed to a nominal depth of 4 inches in lawn areas and 2 inches in all other areas

equipment rental items.

existing subbase layers of new subbase 6 inches or less thick will be made under appropriate

the plans, payment for removing existing pavement, grubbing, shaping, ditching and compacting the

In areas where the Resident directs the Contractor not to excavate to the subgrade line shown on

the Resident.

Do not excavate for Aggregate Subbase Course where existing material is suitable as determined by

For easements, construction limits and right-of-way lines, refer to Right-of-Way Map.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

[email protected]

(207)947-4322

Cemetery Director

Joe Gallant

the work within the cemetery. The Contact for the Mount Pleasant Catholic Cemetery will be:

Cemetery staff and install flagging to mark the locations of existing grave sites prior to performing

The Contractor shall coordinate the work within the cemetery fence limits with Mount Pleasant

and Item 524.301, Temporary Structural Support - Pier.

Temporary Structural Support - Abutment 1, Item 524.301, Temporary Structural Support - Abutment 2,

costs required for temporary supports for this work will be paid for under Item 524.301,

nearby travel ways (I-95 and Ohio Street). Payment for all labor, materials, equipment, and other

Excavation will be required for construction of both abutments and the pier while supporting

devices used to shift I-95 traffic lanes shall remain in place until the protected work is completed.

for lane shifts and lane closures shall be approved by the Resident. Any standard channelization

Lane shifts and lane closures on I-95 shall conform to MUTCD standards. Traffic control plans

drainage items.

backsloping requirements will not be paid for directly but will be considered incidental to the related

install drainage structures. Additional excavation for the Contractor's convenience or to comply with

structures are informational only and represent the approximate minimum quantity required to

Estimated quantities for required structural earth excavation related to drainage and minor

gravel.

Paved entrances shall be constructed with 3" hot mix asphalt and 12" aggregate subbase course

repairs will be at the Contractor's expense.

repaired to the satisfaction of the Resident. All work, equipment, and materials required to make

Any damage to the slopes caused by the Contractor's equipment, personnel, or operation shall be

there is no drop-off from the edge of shoulder pavement.

The Contractor shall plan and conduct work accordingly so that upon final completion of the project,

method of attachment to the new steel shall be approved by the Resident.

demolition and reinstalled on the new steel girders. Payment will be incidental to the Contract. The

northbound barrel and the north fascia of the southbound barrel shall be removed prior to bridge

Existing Ohio Street placards affixed to the existing steel girders on the south fascia of the

approved by the Resident.

All waste material not used on the project shall be disposed of off the project site in waste areas

from the site.

vehicles which are required for the work shall be on site. The Contractor's workers shall park away

residences and drives or creating unsafe traffic conditions near the project site. Only those

The Contractor shall limit the number of vehicles on the project site to prevent blocking private

On-Ramp, all commercial driveways, and residential driveways during construction.

Unless otherwise noted, the Contractor shall maintain access to 15th Street, the I-95 Southbound

at each end of the pipe with brick and mortar.

will be considered incidental to related Contract Items. Abandoned drainage piping shall be plugged

Work required to abandon or remove existing drainage piping will not be paid for separately, but

No existing drainage shall be abandoned, removed, or plugged without prior approval of the Resident.

separately and will be considered incidental to related Contract Pay Items.

Any necessary cutting of catch basins to allow for proposed pipe connections will not be paid for

for separately and will be considered incidental to related Contract Pay Items.

Any necessary cutting of existing pipes to fit in areas of proposed catch basins will not be paid

center of grate. Catch basin offset locations are measured to the center of grate.

Catch basin and rim elevations noted on the cross sections are the top of grate elevations at the

Management Practices for Erosion Control and Sediment Control, Latest Edition.

All work shall be done in accordance with the Maine Department of Transportation's Best

being paid for under the equipment rental items.

No separate payment for superintendent or foreman will be made for the supervision of equipment

Contract.

be deliverable. No separate payment will be made for this work; it will be considered incidental to the

The Contractor will be responsible for maintaining all existing mailboxes to ensure that the mail will

long non-guardrail backslopes.

Seeding Method No. 3 shall be utilized on all non-guardrail slopes, all guardrail fill slopes, and on

Unless otherwise noted, Seeding Method No. 1 shall be utilized on all lawns and developed areas;

items.

the field by the Resident. Payment for clearing will be considered incidental to related Contract

The clearing limits as shown on the plans are approximate. The exact limits will be established in

incidental to the related Contract Pay Items.

Payment for connections between proposed guardrail and existing guardrail will be considered

each section of beam guardrail. No exposed ends are allowed.

A MASH compliant guardrail end treatment shall be installed concurrently with the placement of

Two reflectorized flexible guardrail markers (Item 606.353) will be installed at each guardrail end.

Locations of utilities shown are approximate and should be verified in the field by the Contractor.

All utility facilities shall be adjusted by the respective utilities unless otherwise noted.

50.

49.

48.

47.

46.

45.

44.

43.

the Contract.

information: https://oeaaa.faa.gov/oeaaa/external/portal.jsp. This will be considered incidental to

the FAA at least 45 days prior to beginning construction. Reference the following website for more

14CFR Part 77.9, the Contractor is required to file notice of use of tall construction equipment with

Due to the close proximity of this project to the Bangor International Airport, in accordance with

incidental to related Contract Pay Items.

and the Precast Concrete Barrier Type II will not be paid for separately and will be considered

Leveling sand used for the installation of the Precast Concrete Pier Protection Barrier System

Remove Existing Bridge unless noted otherwise.

Payment for removal of existing abandoned utilities will be considered incidental to Item 202.19,

the satisfaction of the Resident. The limits of removal shall be equal the limits of excavation.

The existing abandoned utilities carried on the existing bridge shall be removed and plugged to

sides that face traffic. This will be considered incidental to related contract pay items.

Portable concrete barrier used for roadway blockades shall have retroreflective tape applied to all

separately and will be considered incidental to related Contract Pay Items.

pavement for the installation of the median barrier and pier protection will not be paid for

Removal of existing concrete barrier, sawcutting of existing pavement, and removal of existing

The removal of chain link fence will be considered incidental to the Contract.

Property Office. Payment will be incidental to the Contract.

the survey control marker located on the Northeast wingwall with the Resident and the MaineDOT

Prior to demolishing the East abutment, the Contractor shall coordinate the removal and resetting of

[email protected]

(207)557-1663

MaineDOT Project Manager

Shawn Smith

concurrently. The Contact for the I-95 paving project will be:

95 and the ramps with the MaineDOT paving Contract work that will be happening in the area

The Contractor shall coordinate traffic control, paving operations and limits of work on Interstate

D.

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105

110

110

110

115

115

115

115

115

120

120

120

120

120

120

125

125

125

125

125

130

130

130

130

130

130

130130

130

130

130

130

130 130

135

135

135

Sill E

L

Sill E

L

IPF

CNTRL

Sill E

L

W

IPF

Sill E

L

Sill E

L

Sill E

L

W

D. O.

Sill E

L

Sill E

L

IPF

Sill E

L

W

Sill E

L

W

Sill E

L

Sill E

L

Sill E

L

Sill E

L

Sill E

L

W

Sill E

L

W

IPF

Sill E

L

Sill E

L

CNTRL

DIRECTION ONLY

WW

W

W W

W

116

+00

117

+00

PC = STA. 114+73.30

47

+00

47

+94

PC = STA. 45+28.66

PT = STA. 47+48.37

113

+00

114

+00

44

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45

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24+00 25+00

PT

=

ST

A. 25

+62.65

POE = STA. 47+93.74

10

+00

11

+00

11

+88

26+00

27+00 28+00

29+00 30+00

PC

=

ST

A. 25

+06.94

115

+00

E = 0.08'

T = 27.86'

L = 55.71'

R = 5000.00'

PI = 25+34.79

CURVE DATA #1

OHIO STREET

54

+00

55

+00

PT = STA. 55+00.00

E = 8.56'

T = 226.80'

L = 452.75'

R = 3000.00'

PI = 117+00.10

CURVE DATA #1

INTERSTATE 95

E = 3.02'

T = 109.97'

L = 219.71'

R = 2000.00'

PI = 46+38.63

CURVE DATA #1

RAMP D (SB OFF)

60

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OHIO STREET

16th S

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OHIO STREET

Basin (Typ.)

Proposed Catch

Manhole (Typ.)

Proposed

4

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S 62° 13' 47.29" ES 61° 35' 29.07" E

Curve #1

STA 60+00.00 Ramp B

STA 25+46.66 Ohio Street =

STA 10+00.00 15th Street

STA 30+04.05 Ohio Street =

Interstate 95

Street = STA 115+21.92

STA 27+00.00 Ohio

Bar

Stop

STA 26+10

Abut. No 1

É Brg.

STA 27+90

Abut. No. 2

É Brg.

Matchline (See Sheet Number 6)


018722.0

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PLAN

25 0 25 50

STA 27+00

É Pier

90'-0"

180'-0"

90'-0"

STA 30+60.00

Pavement and Curb

Match Existing

Flared Terminal

Midway Splice,

Guardrail

31" W-Beam

07-19

07-19

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Pole

Utility

Temp.

Reset Fence

Remove &

Reset Fence

Remove &

Tree

Remove

Sta. 44+56.00

Begin Mill & Overlay

LEGEND

Pavement Steps

Basin to Grade

Adjust Catch

Manhole to Grade

Adjust Drain

Basin to Grade

Adjust Catch

Manhole to Grade

Adjust Drain

Details)

(See Median Barrier

Pier Protection

Done By Others

Gate Valve

Done By Others

Gate Valve

Electrical Conduit (Typ.)

Proposed Permanant

for Highway Lighting

Temp. Service Drop

Temp. Utility Pole with

Conduit

Temporary Electrical

(Typ.)

Electrical Pull Box

Proposed Permanant

Chain Link Fence

Remove & Replace

Chain Link Fence

Remove & Replace

(1

OF

3)

GE

NE

RA

L

PL

AN

Transition

Bridge Rail

W-Beam to 3-Bar

Transition

Bridge Rail

W-Beam to 3-Bar

Curve #1

Fence to Limit of Work

Remove Chain Link

(By Others)

Utility Pole

Relocate

ditch

to existing

drain

Grade to

Retain

Highway Lighting)

(Paid Under Item 634.16

Relocate Street Light

Notes:

See Note 1.

Mailbox

Reset

Remove &

Skew (Typ.)

4°-00'-00"

STA 10+60.00

Pavement and Curb

Match Existing

Panel (Typ.)

Detectable Warning

on New Pole

Street Light Mounted

Incidental to Item 526.501)

Existing Barrier Transition Block

Barrier at Existing Joint (Removal of

Concrete Barrier to Existing Median

Connect Single Slope Double-Faced

Incidental to Item 526.501)

Existing Barrier Transition Block

Barrier at Existing Joint (Removal of

Concrete Barrier to Existing Median

Connect Single Slope Double-Faced

Terminal

Midway Splice, Flared

31" W-Beam Guardrail

Pole

Maintain Utility

Drainage Structure

Remove Existing

Conduit to Existing

Connect Proposed

to be Maintained

Existing Service Drop

Terminal

Midway Splice, Flared

31" W-Beam Guardrail

Rail Transition

4-Bar Bridge

W-Beam to

Existing

Conduit to

Proposed

Connect

Basin(s)

or at Catch

Below Grade

Minimum 2'

Downspouts a

Drain

Existing Deck

Cut & Cap

Pipes

Structures and

Existing Drain

Remove

Conduit (Typ.)

Electrical

Existing

Main

Through Abandoned Water

Conduit Fed (Schedule 120)

Proposed Electrical

Conduit

Existing

Connect to

Conduit

Existing

Connect to

Transition W/ 89' Radius

W-Beam to 4-Bar Bridge Rail

STA 31+00.61

Match Existing Guardrail

(By Others)

Manhole to Grade

Adjust Sewer

(By Others)

Manhole to Grade

Adjust Sewer

(By Others)

Grade

Manhole to

Adjust Sewer

(By Others)

Manhole to Grade

Adjust Sewer

(By Others)

Manhole to Grade

Adjust Sewer

(By Others)

Utility Pole

Remove and Replace

(By Others)

Pole

Replace Utility

Remove and

See Note 2

See Special Provision 634 - Highway Lighting.2.

Waterline construction plans and details located on sheets 70 and 71.1.

120

120

125

125

125

125

125

INTE

RS

TA

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BO

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INTE

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BO

UN

D)

RA

MP

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B

ON)

RA

MP

D (S

B

OFF)

POB = STA. 40+00.00

108

+00

109

+00

110

+00

111

+00

112

+00

40

+00

41

+00

42

+00

43

+00

PC = STA. 50+00.00

50

+00

51

+00

52

+00

53

+00

E = 7.95'

T = 250.34'

L = 500.00'

R = 3937.60'

PI = 52+50.34

CURVE DATA #1

RAMP F (NB ON)

63

+00

64

+00

65

+00

65

+71

108

+00

109

+00

110

+00

111

+00

112

+00

40

+00

41

+00

42

+00

43

+00

50

+00

51

+00

52

+00

53

+00

E = 7.95'

T = 250.34'

L = 500.00'

R = 3937.60'

PI = 52+50.34

CURVE DATA #1

RAMP F (NB ON)

63

+00

64

+00

65

+00

65

+71

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Date:9/3/2

019

WIN

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RA

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Scale in Feet

PLAN

25 0 25 50

07-19

07-19

Sta. 51+16.46


Sta. 109+75.00


Sta. 109+50.00

& Overlay

Begin Mill

(2

OF

3)

GE

NE

RA

L

PL

AN

Curve #1

T.

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118

+00

119

+00

120

+00

121

+00

122

+00

PT = STA. 119+26.0

4

POE = STA. 122+94

.29

118

+00

119

+00

120

+00

121

+00

122

+00

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Date:9/3/2

019

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6Matchline (See Sheet Number 4)

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Sta. 120+00.00

End Mill & Overlay

(3

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GE

NE

RA

L

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Sta. 121+00.00

End Mill and Overlay

Scale in Feet

PLAN

25 0 25 50

T.

AG

UIL

AR

B.

CO

LB

UR

N

D.

DeP

AO

LO

T.

MC

AU

LIF

FE

BRID

GE P

LA

NS

20'

Steps

Pavement

PROFILE

95

100

105

110

115

120

125

130

135

140

145

150

155

160

165

170170

95

100

105

110

115

120

125

130

135

140

145

150

155

160

165

170170

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

Ra

mp

B

Ra

mp

D

I-9

5

Centerline

15th Street

50'500'50'

EL. 13

0.13

EL. 13

0.15

EL. 13

2.11

EL. 13

2.8

4

EL. 13

3.4

6

EL. 13

3.9

7

EL. 13

4.3

7

EL. 13

4.6

6

EL. 13

4.8

3

EL. 13

4.9

0

EL. 13

4.8

6

EL. 13

4.7

1

EL. 13

4.4

5

EL. 13

4.0

8

EL. 13

3.8

3

EL. 13

3.8

1

EL. 13

4.0

2

EL. 13

4.4

6

EL. 13

5.12

EL. 13

5.9

0

EL. 130.1

2

EL. 130.1

1

EL. 130.1

1

EL. 130.1

4

EL. 130.1

8

EL. 130.4

5

EL. 130.7

2

EL. 130.9

7

EL. 131.2

4

EL. 115.4

3

EL. 110.7

8

EL. 111.6

2

EL. 111.8

0

EL. 112.7

1

EL. 113.1

0

EL. 118.0

8

EL. 133.2

6

EL. 133.4

4

EL. 133.4

7

EL. 133.5

2

EL. 133.6

1

EL. 133.7

6

EL. 134.0

5

EL. 134.4

2

EL. 135.0

8

EL. 135.8

0

EL. 136.8

3

EL. 137.8

6

EL. 139.0

7

G = 0.10%

G = 3.11%

V.C.L. = 120'

E = 0.456'

SD = 296'

K 39.43

V.C.L. = 270'

E = -1.610'

SD = 361'

K 56.61

V.C.L. = 130'

E = 0.770'

SD = 170'

K 27.45

PV

RC =

Sta. 26+0

0.0

0

Ele

v. =

132.11

PV

RC =

Sta. 28+7

0.0

0

Ele

v. =

134.16

EL. 13

0.2

3

EL. 13

0.4

6

EL. 13

0.8

5

EL. 13

1.40

PVT =

Sta. 30+0

0.0

0

Ele

v. =

135.12

Low Point = Sta. 29+14.60

Elev. = 133.79

Ele

v. =

133.10

PVI =

Sta. 29+3

5.0

0

High Point = Sta. 27+78.00

Elev. = 134.90

Sta. 27+90

Abut. No. 2

(Exp.)

É Bridge

PVI =

Sta. 27+3

5.0

0

Ele

v. =

136.3

5

Sta. 27+00

(Fixed)

É Bridge Pier

Matc

h Existing

Sta. 24+3

5.0

0

PV

C =

Sta. 24+8

0.0

0

Ele

v. =

130.16

PVI =

Sta. 25+4

0.0

0

Ele

v. =

130.2

2

Sta. 26+10

Abut. No. 1

(Exp.)

É Bridge

16'-10

" (Min.) V

ertical

Clearance

Offset 27.6

7

RT

Sta. 27+5

0

OHIO STREET PROFILE

25 0 25 50Horiz.

5 0 5 10Vert.

Scale of Feet

Limit Of Work

Sta. 30+45.00

Transition TransitionProject

G = 3.14%

G = -1.63%

Pavement Steps

1

2

1

Limit Of Work

Sta. 24+15.00

Begin Project

End Transition

Sta. 24+85.00

Matc

h Existing

Sta. 30+3

5

É Construction

Proposed Grade Along

É Construction

Existing Grade Along

Approach Slab (Typ.)

(Typ.)

To Be Removed

Structure

Existing

Subgrade (Typ.)

Proposed

1.5

Riprap

3' Layer Plain

Riprap

2' Layer Plain

Pier

Proposed

EL 121.8

EL 124.0

and Granular Borrow (Typ.)

Rock Excavation - Major Structures

Earth Excavation, Structural

Limits of Structural

Begin Transition

End Project

Sta. 29+85.00

10'

(Typ.)

Granular Borrow

Earth Excavation and

Limits of Structural

STP-1

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OHIO

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SHEET NUMBER

7M cFarlandJohnson OF 73

T.

AG

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CO

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1173OF

WW

W

W W

W

116

+00

117

+00

47

+00

47

+94

113

+00

114

+00

44

+00

45

+00

24+00 25+00

PT

=

ST

A. 25

+62.65

10

+00

11

+00

11

+88

26+00

27+00 28+00

29+00 30+00

PC

=

ST

A. 25

+06.94

115

+00

54

+00

55

+00

60

+00

61

+00

62

+00

DE

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BRID

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Date:9/3/2

019

WIN

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OHIO STREET

15th S

TR

EE

T

INTE

RS

TA

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OR

TH

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INTE

RS

TA

TE 95 (S

OU

TH

BO

UN

D)

OHIO STREET

12

RA

MP

B (S

B

ON)

RA

MP

D (S

B

OFF)

RA

MP F (N

B

ON)

S 61° 35' 29.07" E

018722.0

0

Scale in Feet

PLAN

25 0 25 50

07-19

07-19

CU

RBIN

G

PL

AN

100

101 102103

104 105106

107

108109 110 111112 113

114

115116

117118

=10.00'R

=20.00'R

+

122

119140

POINT LENGTH

LENGTHCURVE DATA POINT RADIUS

ITEM 609.11 - VERTICAL CURB TYPE 1

POINT LENGTH

4.00'

7.00'

8.45'

9.79'

8.00'

7.00'

15.00'

4.00'

4.00'

7.00'

7.62'

7.00'

10.94'

4.00'

4.00'

11.52'

18.33'

33.85'

99.95'

10.18'

26.19'

13.93'

13.27'

236.92'

69.12'

67.79'

35.30', LT

CONTROL POINTS FOR CURBING

StationPoint Offset

100 24+58.91

101 24+60.71 31.74', LT

102 24+72.46 25.24', LT

103 25+40.04 22.55', LT

104 26+09.07 22.50', LT

105 27+94.08

106 30+31.00 23.58', LT

107 30+41.50 25.59', LT

108 24+25.32 27.93', RT

109 24+34.77 24.96', RT

110 24+35.62 24.97', RT

111 24+48.88 25.18', RT

112 25.28', RT

113 24+76.64 25.58', RT

114 24+78.12 25.60', RT

115 24+84.25 26.00', RT

116 24+93.64 27.87', RT

22.50', LT

24+55.88

30.17', RT117 25+00.25

118 25+05.72 32.77', RT

120 25+25.87 50.13', RT

121 25+58.98 49.85', RT

119 25+09.19 34.78', RT

122 25+63.02 36.51', RT

123 25+64.17 32.68', RT

124 25+66.28

125 25+74.66 22.50', RT

126 25+79.73 22.50', RT

127 26+05.92 22.50', RT

128 27+90.93 22.50', RT

129 28+01.11 22.50', RT

130 29+01.04 24.78', RT

131 24.94', RT

132 29+20.60 25.23', RT

133 29+28.60 25.41', RT

134 29+62.44 26.19', RT

135 29+63.19 26.22', RT

27.05', RT

29+08.04

136 29+72.44

137 26.86', RT

138 30+35.00 26.22', RT

139 28+82.57 30.36', RT

141 29+07.90 30.94', RT

142 30+19.48 32.63', RT

30+26.52

29.13', RT

143 30+23.48 32.63', RT

144 30+35.00 32.65', RT

140 29+00.90 30.78', RT

CONTROL POINTS FOR CURBING

Point Station Offset

=15.00'R

=60.00'R

=15.00'R

120 121

123

124

125 126

127

128 129130 131 132

133

134135136 137

138

139 141 144

143 TO 144

139 TO 140

133 TO 134

129 TO 130

128 TO 129

126 TO 127

121 TO 122

110 TO 111

105 TO 106

103 TO 104

102 TO 103

ITEM 609.23 TERMINAL CURB TYPE I

ITEM 609.12 VERTICAL CURB TYPE I CIRCULAR

142 TO 143

140 TO 141

137 TO 138

135 TO 136

132 TO 133

130 TO 131

124 TO 126

122 TO 123

118 TO 119

116 TO 117

113 TO 115

111 TO 112

108 TO 110

107 TO 145

100 TO 101

145

145 30+45.00 26.15', LT

134 TO 135

119 TO 120

115 TO 116

106 TO 107

101 TO 102

0.75'

22.70'

9.59'

10.22'

13.93'

20'

60'

60'

40'

15'

ITEM 608.26 CURB RAMP DETECTABLE WARNING FIELD

LOCATION

STA. 30+20, RT

STA. 29+71, RT

STA. 25+65, RT

STA. 24+99, RT

STA. 24+20, RT

B.

CO

LB

UR

N

T.

AG

UIL

AR

143

142

D.

DeP

AO

LO

T.

MC

AU

LIF

FE

116

+00

117

+00

47

+00

47

+94

113

+00

114

+00

44

+00

45

+00

24+00 25+00

PT

=

ST

A. 25

+62.65

10

+00

11

+00

11

+88

26+00

27+00 28+00

29+00 30+00

PC

=

ST

A. 25

+06.94

115

+00

54

+00

55

+00

60

+00

61

+00

62

+00

DE

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RA

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018722.0

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Scale in Feet

PLAN

25 0 25 50

07-19

07-19

4"DYCL4"DYCL

4"DYCL

4"DYCL

4"SWEL

4"SWEL

4"SWEL

4"SWEL

4"SWEL

4"SWEL

4"SWEL

4"SWLL

24"WSL

6"S

WE

L

6"S

YE

L

6"S

YE

L

6"B

WLL

6"B

WLL

6"B

WLL

6"B

WLL

6"D

WLL

6"S

YE

L

6"S

YE

L

6"B

WLL

6"B

WLL

6"D

WLL

6"S

WE

L

6"S

WE

L

6"S

YE

L

6"S

YE

L

6"S

WE

L

6"S

WE

L

6"D

WLL

6"S

WE

L


13.8'12.0'

11.0'

12.0'

12.0'

12.0'

4"SWEL

12.0'

12.0'

15.6'

23.6'

12.0'12.3'


PAVEMENT MARKINGS LEGEND

WHITE "ONLY" MESSAGE

WHITE LEFT ARROW

20.2'7.9'

7.7'

12"S

WE

L

12"S

WE

L

6"S

WE

L

11.6'

11.6'

4"DYCL

4"DYCL

4"DYCL

12.0'

12.0'

11.0'

11.0'

12.0'

5.5'

12"S

WE

L

12"S

WE

L

(N

OR

TH

BO

UN

D)

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RS

TA

TE 95

12"S

WE

L

12"S

WE

L

CONFIRMATION AND ROUTE MARKER ASSEMBLY SIGN

ITEM 645.116 - REINSTALL REG. WARNING,

ITEM 645.118 - REINSTALL POLE

AND ROUTE MARKER ASSEMBLY SIGN

ITEM 645.106 - DEMOUNT REG. WARNING, CONFIRMATION

ITEM 645.108 - DEMOUNT POLE

12.0'

12.0'

12.0'

12.0'

5.5'

Striping Sta 24+25

Match Existing

striping sta 30+45

Match existing

(1

OF

3)

SIG

NIN

G

AN

D

ST

RIPIN

G

PL

AN

12.0'12.0'15.8'

2.0'

2.0'

CW

24"WSL

6"SYEL

4"DYLL

4"DYCL

12"SWEL

6"DWLL

6"BWLL

6"SWEL

4"DWLL

4"BWLL

4"SWLL

4"SWEL

CROSSWALK (SEE DETAIL)

24" WHITE STOP LINE

6" SINGLE YELLOW EDGE LINE

4" DOUBLE YELLOW LANE LINE

4" DOUBLE YELLOW CENTER LINE

12" SINGLE WHITE EDGE LINE

6" DOTTED WHITE LANE LINE

6" BROKEN WHITE LANE LINE




4" SINGLE WHITE LANE LINE


6.0'

(Typ.)

2.0'

CROSSWALK STRIPING

Not to Scale

Striping Reflective Paint

Non-Slip White Crosswalk

Sta. 113+94

Begin 12"SWEL

*DOUBLE SIDED ASSEMBLY

STA 26+07.7, 32.1' RT

STA 30+18.6, 35.8' RTSTA 25+97.2, 34.7' LT

STA 29+79.4, 41.7' RT*STA 27+66.6, 48.6' LT

STA 25+68.0, 35.3' RTSTA 25+67.3, 45.9' RT

STA 28+05.9, 31.4' LTSTA 25+07.2, 38.2' RT*

STA 25+08.9, 37.2' RTSTA 24+96.8, 32.5' LT

STA 27+96.1, 32.2' LTSTA 24+20.4, 39.6' RT

*TWO POLES

STA 30+18.6, 35.8' RTSTA 26+07.7, 32.1' RT

STA 29+79.4, 41.7' RTSTA 25+97.2, 34.7' LT*

STA 28+51.6, 33.6' LT*STA 27+66.6, 48.6' LT

STA 25+68.0, 35.3' RTSTA 25+67.3, 45.9' RT*

STA 28+05.9, 31.4' LTSTA 25+07.2, 38.2' RT

STA 25+08.9. 37.2' RTSTA 2496.8, 32.5' LT

STA 27+96.1, 32.2' LTSTA 24+20.4, 39.6' RT

*DOUBLE SIDED ASSEMBLY

STA 27+66.6, 48.6' LTSTA 25+68.0, 35.3' RT

STA 25+08.9, 37.2' RTSTA 26+07.7, 32.1' RT

STA 30+19.6, 35.8' RTSTA 25+97.2, 34.7' LT

STA 29+79.4, 41.7' RT*STA 25+67.3, 45.9' RT

STA 24+96.8, 325.' LTSTA 25+07.2, 38.2' RT*

STA 27+96.1, 32.9' LTSTA 24+19.3, 38.5' RT

*TWO POLES

STA 27+66.6, 48.6' LTSTA 25+68.0, 35.3' RT

STA 25+08.9, 37.2' RTSTA 26+07.7, 32.1' RT

STA 30+19.6, 35.8' RTSTA 25+97.2, 34.7' LT*

STA 29+79.4, 41.7' RTSTA 25+67.3, 45.9' RT*

STA 24+96.8, 35.3' RTSTA 25+07.2, 38.2' RT

STA 27+96.1, 32.2' LTSTA 24+19.3, 38.55' RT

(Typ.)

1.0'

EXIT 184

DELINEATOR 675

SPEED LIMIT 25

DELINEATOR

OHIO ST NEWPORT

I95 SOUTH

95S 15S

N95 N15

STOP OHIO ST / 16TH ST

DELINEATOR

DELINEATOR

BANGOR ARMORY BRIDGE #5790

DELINEATOR

BRIDGE #5790

STOP

OHIO STREET

SPEED LIMIT 25

DELINEATOR

15TH ST OHIO ST

BANGOR ARMORY

DELINEATOR

PROHIBITED ON THIS HIGHWAY

SLOW

DELINEATOR

N95 N15

DELINEATOR

I95 SOUTH

DELINEATOR

NO LEFT TURN

DELINEATOR

DELINEATOR

DELINEATOR

NEWPORT

WATCH FOR CROSSING TRAFFIC

B.

CO

LB

UR

N

T.

AG

UIL

AR

D.

DeP

AO

LO

T.

MC

AU

LIF

FE

120

120

125

125

125

125

125

INTE

RS

TA

TE 95 (S

OU

TH

BO

UN

D)

INTE

RS

TA

TE 95 (N

OR

TH

BO

UN

D)

RA

MP

B (S

B

ON)

RA

MP

D (S

B

OFF)

INTE

RS

TA

TE 95 (S

OU

TH

BO

UN

D)

INTE

RS

TA

TE 95 (N

OR

TH

BO

UN

D)

RA

MP

B (S

B

ON)

RA

MP F (N

B

ON)

RA

MP

D (S

B

OFF)

POB = STA. 40+00.00

108

+00

109

+00

110

+00

111

+00

112

+00

40

+00

41

+00

42

+00

43

+00

PC = STA. 50+00.00

50

+00

51

+00

52

+00

53

+00

E = 7.95'

T = 250.34'

L = 500.00'

R = 3937.60'

PI = 52+50.34

CURVE DATA #1

RAMP F (NB ON)

63

+00

64

+00

65

+00

65

+71

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Scale in Feet

PLAN

25 0 25 50

07-19

07-19

6"S

WE

L

12.0'

19.4'

6"B

WLL

6"S

YE

L

6"S

YE

L

6"B

WLL

6"S

WE

L

12"S

WE

L

6"S

WE

L12

"SW

EL

6"S

WE

L6"B

WLL

6"S

YE

L


12.0'

14.2'

12"S

WLL

6"S

YE

L6"B

WLL 12"S

WLL



WHITE LEFT ARROW

12.0'

12.0'

Striping Sta 109+50

Match Existing

Striping Sta 109+75

Match Existing

6.8'

8.1'

(2

OF

3)

SIG

NIN

G

AN

D

ST

RIPIN

G

PL

AN


24" WHITE STOP LINE












CW

24"WSL

6"SYEL

4"DYLL

4"DYCL

12"SWEL

6"DWLL

6"BWLL

6"SWEL

4"DWLL

4"BWLL

4"SWLL

4"SWEL

Sta. 110+47.0

Begin 12"SWEL

T.

AG

UIL

AR

B.

CO

LB

UR

N

D.

DeP

AO

LO

T.

MC

AU

LIF

FE

6"S

WE

L

INTE

RS

TA

TE 95 (S

OU

TH

BO

UN

D)

INTE

RS

TA

TE 95 (N

OR

TH

BO

UN

D)

118

+00

119

+00

120

+00

121

+00

122

+00

PT = STA. 119+26.0

4

POE = STA. 122+94

.29

DE

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M.

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SIG

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2

DE

SIG

N3-

DE

TAIL

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3

STP-1

872(2

00)

BRID

GE P

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RT

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NT O

F T

RA

NSP

OR

TA

TIO

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07-19

17.1'



WHITE LEFT ARROW


6"S

YE

L

6"S

YE

L6"B

WLL

6"B

WLL

12.0'

12.0'

19.8' 12.0'

12.0' 16.9'

4.7'

4.0'

Striping Sta 120+00

Match Existing

Striping Sta 121+00

Match Existing

6"S

WE

L

(3

OF

3)

SIG

NIN

G

AN

D

ST

RIPIN

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PL

AN

2.0'

2.0'

CW

24"WSL

6"SYEL

4"DYLL

4"DYCL

12"SWEL

6"DWLL

6"BWLL

6"SWEL

4"DWLL

4"BWLL

4"SWLL

4"SWEL


24" WHITE STOP LINE












Scale in Feet

PLAN

25 0 25 50

T.

AG

UIL

AR

B.

CO

LB

UR

N

D.

DeP

AO

LO

T.

MC

AU

LIF

FE

EXISTING BRIDGE SECTION

‚"/FT ‚"/FT

6'-0"52'-0"6'-0"

64'-0"

9 Spaces At 6'-6" = 58'-6"

Profile Grade

(Typ.)

2'-9"

Steel Beam (Typ.)

Existing Painted

1'-0" 5'-0"26'-0"26'-0"5'-0" 1'-0"

PROPOSED BRIDGE SECTION

5'-6" 5'-6"

2%2% 2%

1'-6"6'-0"5'-0"12'-0"11'-0"12'-0"5'-0"1'-8"

1%

(Travel Lane)(Turn Lane)

É Construction

(Shoulder) (Sidewalk) (Level)(Travel Lane)(Shoulder)(Curb)

54'-2"

Crown Line

3-Bar (Traffic/Bicycle)

Steel Bridge Railing,

Type A1 (Typ.)

Standard Bridge Drain,

Line

Profile Grade4-Bar (Traffic/Pedestrian)

Steel Bridge Railing,

Proposed 12" Water Line

(Typ.)

Snow Fence

System (Typ.)

w/ Metallized Coating

Steel Plate Girder

Conduits

Telecommunications

Abandoned

(Highway Lamps)

Electric Conduit

Gas Line

Abandoned

É Construction

Pipe at Pier (Typ.)

Existing 6" Ì Drainage

DE

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OR

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SIG

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RE

P.E.

NU

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ER

WIN

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872(2

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BRID

GE N

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M.

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OHIO

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M cFarlandJohnson

(1

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Course Gravel

12" Aggregate Subbase

2.0%

(Typ.)

1'-0" (Typ.)

1'-0"

B Construction

C Median

C I-95 NorthboundC I-95 Southbound

DE

SIG

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2

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SIG

N3-

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3

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AT

E O

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DE

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NT O

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WIN

STP-1

872(2

00)

BRID

GE N

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M.

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OHIO

ST

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IN

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07-19

07-19

I-95 MEDIAN TYPICAL SECTION

Sta 114+75 To 115+67

2.0%

6'-0"

Varies

(Typ.)

1'-0"

RAISED SIDEWALK DETAIL

Sidewalk

5'-0"

1'-0"

Varies

4" Loam & Seed

Varies 0" - 7"

Type 1 Granite Curb

Type 1 Granite Curb - 7" Reveal

Varies 0'-4" Reveal

Type 1 Granite Curb

-2%2% VariesVaries

Shoulder Travel Lane Turn Lane Travel Lane Shoulder Sidewalk

Profile GradeCrown Line

Loam And Seed (Typ)

6" Underdrain, Type 'B' (Typ.)

É Construction

4" Reveal

Type 1 Granite Curb

M cFarlandJohnson

Mid-Way Splice (TYP.)

31" W-Beam Guardrail,

Mid-Way Splice (TYP.)

31" W-Beam Guardrail,

L

Travel Lane

12'-0"

Travel Lane

12'-0"

L

Travel Lane

12'-0"

Travel Lane

12'-0"

(Match Existing)

Varies(Match Existing)

Varies

Sta 109+50 To 121+00

I-95 MILL AND OVERLAY

LL

Shoulder & Ramp

Varies

Shoulder & Ramp

Varies

36" Min. Aggregate Subbase Course - Gravel

Shoulder

4'-0"

Shoulder

4'-0" 3'-6"

3'-0" to

4'-0"

3'-0" to

(Typ.)

Barrier

Concrete

Precast

Proposed

1

1

1

1

5'-0"

5'-0"

36" Min. Aggregate Subbase Course - Gravel36" Min. Aggregate Subbase Course - Gravel

Sta 114+75 Sta 115+67

OHIO STREET BACK-CURB DETAIL

Sta. 28+82.57 to Sta. 29+10.44 Sta. 30+19.48 to Sta. 30+35.00

I-95 Median Pavement Match Detail

(2

OF

2)

TY

PIC

AL

SE

CTIO

NS

12'-6" 12'-6"

Varies Varies

1

1

1

1

(Typ.)

1'-0"Lawn

Existing

0'-7"

Face of Building

I-95 I-95

1.5" Mill and Overlay

1.5" Mill and Overlay

1.5" Mill and Overlay 1.5" Mill and Overlay

5" Hot Mix Asphalt

2" Hot Mix Asphalt Sidewalk



of Sidewalk)

(Match Existing Back

2" Hot Mix Asphalt

5'-0"12'-0"11'-0"12'-0"5'-0"

3'-0" 3'-0"

Sta, 29+67.6, Rt)

(4" Reveal Sta. 28+75.0, Rt To

Type I Granite Curb 7" Reveal

STA. 27+90.0 To 30+35.0

STA. 24+35.0 To 26+10.0

ROWE

XIS

T.

FE

NC

E

5'-6"

6'-0"

17'-0"

PROPOSED APPROACH SECTION

-2%

28'-6"22'-6"

ROW

Variable

2% (Max)

Variable

12" A.S.C.G.

24" A.S.C.G.

12" A.S.C.G.

24" Aggregate Subbase Course Gravel

3" Mill and Overlay

3" Mill and Overlay

3" Mill and Overlay3" Mill and Overlay

5" Hot Mix Asphalt

8" Hot Mix Asphalt

8" Hot Mix Asphalt 8" Hot Mix Asphalt

T.

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NS

2

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NS

3

RE

VISIO

NS

4

CH

EC

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07-19

OHIO

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OHIO

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2

DE

SIG

N3-

DE

TAIL

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3

S.

OZ

AN

A

T.

AG

UIL

AR

D.

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LO

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872(2

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WIN

018722.0

0HIG

HW

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BRID

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NS

07-19

07-19

07-19

DE

PA

RT

ME

NT O

F T

RA

NSP

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120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+00.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+25.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+15.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

18

Sta. 24+00.00 to Sta. 24+25.00

46.25 RT.

EXIST. DMH

STA. 24+05.53

32.10 RT.

STA. 23+99.16

EXIST. SMH

EXIST. CB

-25.08 RT.

STA. 24+28.29

CL

CL

CLCL

STA. 24+16.72

-26.90 RT.

EXIST. # 8/67

STA. 24+17.48

10.19 RT.

EXIST. DMHEXIST. DMH

12.13 RT.

STA. 24+10.08

EXIST. CB

61.59 RT.

STA. 24+13.67

STA. 24+13.07

74.06 RT.

EXIST. 9 JOINT

BEGIN MILL AND OVERLAY

0.5%

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+50.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+35.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+49.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 24+35.00 to Sta. 24+50.00

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AR

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HW

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NS

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07-19

07-19

DE

PA

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ME

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RA

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19

OHIO

ST

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OHIO

ST

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CO

T

CO

UN

TY

6" UNDERDRAIN

124.88

+5012"

-5.0%-2.0% -2.0% -4.4% 2.0%

1.0%

EXIST. STRUCTURE

41.21 RT.

STA. 24+50.00

PAVED DRIVE

130.13

CL

CL

CL

12"

-2.0%

130.11

-5.9% 2.0% 1.0%

PAVED WALKWAY

STA. 24+35.00

40.73 RT.

EXIST. STRUCTURE

STA. 24+37.07

23.63 RT.

EXIST. CB

RIM = 129.08

ADJUST CATCH BASINRIM = 129.93

ADJUST SMH

STA. 24+38.28

9.36 RT.

EXIST. SMH

-2.0%

6" UNDERDRAIN

124.80

+35

-4.1%EXIST. DMH

-33.18 RT.

STA. 24+33.91

12"

-5.2%2.0% 0.8%-2.0%-2.0%

-5.1%

PAVED DRIVE

130.13

41.18 RT.

STA. 24+49.00

EXIST. STRUCTURE

BEGIN TRANSITION

PROPOSED WATER MAIN

PROPOSED WATER MAIN

PROPOSED WATER MAIN

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+75.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

25+00.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

24+66.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 24+66.00 to Sta. 25+00.00

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6" UNDERDRAIN

125.01

+75

-6.0%

-3:1 -3.6%

-2.0%

12"

-2.0% -3.8% 8.0% 2.0% 5.5%

PAVED DRIVE

130.15

6" UNDERDRAIN

125.13

+00

-6.0% -2.1% -2.0%

12"

-31.83 RT.

STA. 24+94.90

EXIST. HYDRANT

130.23

-2.0%

23.70 RT.

STA. 24+91.86

EXIST. DMH EXIST. 2",MAPLE,,

37.87 RT.

STA. 24+98.97

2:1

2.0%

RIM = 129.89

ADJUST DRAIN MANHOLE

58.37 RT.

EXIST. 2",PINE,TWIN,

STA. 25+04.42

CL

CL

CL

12"

6" UNDERDRAIN

124.96

+66

-6.0%

-3:1 -4.1%

-2.0% -2.0% -4.3% 8.0% 2.0% 10.0%

130.14

PAVED DRIVE

END TRANSITION BEGIN FULL DEPTH RECONSTRUCTION STA. 24+85.0

PROPOSED WATER MAIN

PROPOSED WATER MAIN

PROPOSED WATER MAIN

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

25+25.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

25+50.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

25+44.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 25+25.00 to Sta. 25+50.00

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-6.0%

6" UNDERDRAIN

125.26

+25

-2.0%

12"

-2.0%

130.46

-5.0%-2.0%

-3:1

RAMP B (SB ON)

CL

CL

CL

CL

CL

12"

-6.0%

6" UNDERDRAIN

125.39

+50

-2.0% -2.0%-5.0%

RAMP B (SB ON)

130.85

12"

6" UNDERDRAIN

125.36

+44

-6.0%

-2.0%-5.0%

-2.0%

130.74

RAMP B (SB ON)

FLARED TERMINAL

-INSTALL W-BEAM GUARDRAIL - MID-WAY SPLICE

STA. 25+42.77, LT 26.75' TO STA. 25+79.94, LT 22.66'

-INSTALL 31" W-BEAM GUARDRAIL, MID-WAY SPLICE

STA. 30+00.61, RT 13.98' TO STA. 25+76.79, RT 33.13'

PROPOSED WATER MAIN

PROPOSED WATER MAIN

PROPOSED WATER MAIN

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

25+75.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

115

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

26+00.00

115

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 25+75.00 to Sta. 26+00.00

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105

110

105

CL

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6" UNDERDRAIN

125.52

+75

RIM = 131.53

ADJUST

EXIST. SMH

STA. 25+76.80

24.87 RT.

-2.0% -2.0%

131.40

-26.30 RT.

STA. 25+64.01

EXIST. #66

-6.0%

2.0%

(REMOVE)

EXIST. CB

24.87 RT.

STA. 25+76.80

-2.0%

12" INV. OUT = 124.41

RIM = 130.77

CONNECT TO EXISTING 12" PVC

INSTALL C.B. TYPE A1-C

STA 25+66.8, 24.2RT

-3:1

STA. 25+70.15

39.03 RT.

EXIST. 47/18

CL

CL

12"

TEMP

60.0' LT

STA 26+01.2

-36.05 RT.

STA. 25+91.06

EXIST. 8",SPRUCE,TWIN,-2.0%

132.11

-2.0%2.0%

-8.8%

-2.0%

-6.0%

-3.1%

-INSTALL W-BEAM TO 3-BAR BRIDGE RAIL TRANSITION

STA. 25+79.94, LT 22.66' TO STA. 25+99.60, LT 22.96'

-INSTALL STEEL BRIDGE RAILING, 3 BAR

STA. 25+99.60, LT 22.96' TO STA. 28+03.64, LT 22.96'


STA. 25+76.79, RT 33.13' TO STA. 25+95.97, RT 28.94'

-INSTALL STEEL BRIDGE RAIL, 4-BAR, TRAFFIC BICYCLE

STA. 25+95.97, RT 28.94' TO 27+99.99, RT 28.46'

-3:1

RELOCATED LIGHT POLE

43.0' RT

STA 25+72.5

PROPOSED WATER MAIN

PROPOSED WATER MAIN

100

105

110

115

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

27+00.00

100

105

110

115

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

115

120

125

130

135

140

145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

28+00.00

115

120

125

130

135

140

145

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Sta. 27+00.00 to Sta. 28+00.00

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-2.0% 2.0% -2.0%

134.37

12"

-2.0% 2.0% -2.0%2.0%

134.86

TEMP

55.0' LT

STA 27+98.8

-2.33:1

14.6%

-6.0%

6" UNDERDRAIN

129.89

+00

6" UNDERDRAIN

128.63

+00

-2.0%


STA. 27+99.99, RT 28.46' TO STA. 28+19.65, RT 28.92'


STA. 28+03.64, LT 22.62' TO STA. 28+23.31, LT 22.59'

-4:1-2:1

PROPOSED WATER MAIN

PROPOSED WATER MAIN

(SEE MEDIAN BARRIER DETAILS)

BARRIER SYSTEM

PROPOSED PIER PROTECTION

(SEE MEDIAN BARRIER DETAILS)

BARRIER

PROPOSED PRECAST CONCRETE

120

125

130

135

140

145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

28+25.00

120

125

130

135

140

145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

28+50.00

120

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

28+75.00

125

130

135

140

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 28+25.00 to Sta. 28+75.00

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M R 2 .0 O F T 7 W IN 2 E T O P T 0 A N S T ES M T R A P E D B€¦ · M P B (S B O N) R M P...

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