Signed_Plans_MT_BOR_2015.pdf

Section D Section E Section F

Plan & Profile Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 40601-0000 FOG SEAL TON 29 1 30

A0120 40702-0300 CHIP SEAL, TYPE 1C SQYD 33,525 1,475 35,000

A0140 40702-1200 CHIP SEAL, TYPE 2B SQYD 11,519 481 12,000

A0160 40711-0000 EMULSIFIED ASPHALT TON 111 4 115 Grade CRS-2P

A0180 40712-0000 BLOTTER TON 20 20 As directed by CO

A0200 41401-3000 CRACKS, CLEANING AND FILLING LNFT 100 100 As directed by CO

A0220 41402-2000 CRACKS, CLEANING AND SEALING MILE 3.1 3.1

A0240 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 55 5 60

A0260 61108-4000 ADJUST VALVE BOX (WELLHEAD COVER) EACH 4 4

A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 10

A0300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM

RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 10

A0320 62301-0000 GENERAL LABOR HOUR 20

A0340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 71,860 3,140 75,000 Yellow and white

A0360 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN LNFT 17,792 208 18,000 Yellow

A0380 63405-0050 PAVEMENT MARKINGS, SYMBOLS Railroad crossing symbols per MUTCD

EACH 2 2 Figure 8B-7

A0400 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

A0420 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 14,782 218 15,000

A0440 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION

SIGN SQFT 200 200

A0460 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 30 30

A0480 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 250 250

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SUMMARY OF QUANTITIES

A M E N D

Line Item No. Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.1BOR 2015(1)MT

SHEET

NUMBER

Slope

Variable

Construction Limits Construction Limits

Fog Seal

Existing asphalt surface

NOTE:

Var ies

Varies

CHIP SEAL

TYPICAL SECTION

Grade varies Grade varies

Slope

Variable

Construction Limits Construction Limits

Var ies

Varies

Grade varies Grade varies

DOUBLE CHIP SEAL

TYPICAL SECTION

TYPICAL SECTIONS

Existing asphalt surface

Fog Seal

Emulsified Asphalt

Grade CRS - 2P

C.1

Chip Seal, Type 1C

Emulsified Asphalt Grade CRS - 2P

2nd application

Surface treatment aggregate

Grading C

Emulsified Asphalt

Grade CRS - 2P

1st application

Surface treatment aggregate

Grading B

1. Refer to Surfacing Tabulation Sheet D.1 for width and extent of asphalt surface treatment.

2. Protect project asphalt curbs, concrete curb & gutter, concrete barriers, manholes, water valves, well head covers, drainage scuppers, and all other appurtenances during all surface treatment operations.

3. Measure existing roadway widths as per 152.05(m).

4. Patch surface and seal/fill cracks prior to chip seal.

See Sheet D.1 for routes.

5. Fog seal pavement edge to pavement edge for chip seal.

NO SCALE

For Roadway Width or Parking Lot Dimensions

See Summary Tabulation Sheets D.1 and F.1

For Roadway Width or Parking Lot Dimensions

See Summary Tabulation Sheets D.1 and F.1

STATE PROJECT

J a n

A

M A

M J

T r a n s p o r ta ti o n

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M T F r e s n o F

H W

A T R o a d w a y C

A D

D S h e e ts m t-a c a .d g n

NUMBER

MT BOR 2015(1)

" to 1"4

NOTE:

NO SCALE

1" and greater

CRACK SEALING AND FILLING

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

CRACK SEALING

CRACK FILLING

flush with the existing surface

Ensure all remaining overband isStrike off material to flush existing surface.

4. Force crack repair material into cracks to ensure adhesion to

3. Seal and fill cracks at locations designated by the CO.

other methods approved by the CO.

2. Remove existing sealant from cracks to be filled by routing or cracks.

Follow manufacturer's recommendations for sealing and filling

1. Prepare cracks for sealing and filling according to Section 414.

414.06(a) and 712.01(a)(1) crack sealant. See Subsections

Seal crack with hot applied

C.2 and 403.

existing surface. See Subsections 414.06(b)

Fill crack with asphalt concrete mix flush with

STATE PROJECT

J a n

A

M A

M J

T r a n s p o r ta ti o n

W

X

W F L

M T F r e s n o F

H W

A T R o a d w a y C

A D

D S h e e ts m t-a c c .d g n

NUMBER

]B.Letter2.US [c:\myfiles\pw_production\d0107577\Work_dd.cel

C.3

STATE PROJECT

NUMBER

SHEET

MT BOR 2015(1)

9:44 AM 12 May 2015 RJ Meadows, PE Jacobs Engineering 03/2017 02/2017 Revised by:Designed by:

1.

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

2.

3.

91% of the maximum specific gravity.

Compact minor hot asphalt concrete mix to a minimum of

4.

FULL DEPTH PATCH TYPE 2

Pay Limits to a depth of 4" base and subgrade material

Remove damaged pavement, V a r ie s pavement

Existing base course

Existing

Fog seal

NO SCALE

5.

Fog seal surface according to Subsection 406.06 item. See Section 418.

All items shown within the pay limits are included in the pay to Subsection 418.04(b)

Remove pavement according

4" Asphalt concrete, Type II

NOTE:

Tack coat of the patch.

to Subsection 412.04. Apply tack coat around the perimeter

Clean existing surface prior to applying tack coat according

PAVEMENT PATCH DETAILS

ASPHALT CONCRETE

NO SCALE

C.4

Sawcut Sawcut

WELLHEAD COVER

EXISTING BUREAU OF RECLAMATION

Do not disturb

Existing piezometer finished grade

" below

1" to

NOTE:

Double chip seal

Type II concrete

4" Asphalt

Crushed aggregate

DETAIL

WELLHEAD COVER

ring and cover

Remove existing pavement

Existing pavement existing

Remove

Do not disturb

" pvc well)

1(1

Existing piezometer and cover prior to ordering.

compatible with the new frame existing conditions are shown is schematic. Field verify

2. Existing well head cover detail the pay item 61108-4000.

ring and cover are included in and cover and install the new

1. All items shown to remove ring

WELLHEAD COVER

OF RECLAMATION

ADJUSTED BUREAU

Install new traffic rated frame and cover

STATE PROJECT

NUMBER

SHEET

MT BOR 2015(1)

R e v is e d b y R

J M e a d o w s

P E

40601-0000 40702-0300 40702-1200 40711-0000 41401-3000 41402-2000 41801-2000 61108-4000

FT FT

TON SQYD SQYD TON LNFT MILE SQYD EACH

001 Fresno Reservoir Rd 0.000 0.018 95 26 0.2 274 0.5 0.02 0 001 Fresno Reservoir Rd 0.018 0.020 10 30 0 001 Fresno Reservoir Rd 0.020 2.200 11,510 26 21.4 33,251 59.6 100 2.18 30 001 Fresno Reservoir Rd 2.200 2.380 950 30 2.0 3,167 14.0 0.18 5 4 002 Fresno Reservoir Rd 2.380 2.760 2,006 22 3.2 4,904 21.7 0.38 20

Fresno Dam Spillway Bridge

2.760 2.800 211 22 0.3 516 2.3 0.04 0

002 Boat Ramp Access Rd 0.000 0.250 1,320 20 1.9 2,933 13.0 0.25 0

145.2 = Hot Asphalt Concrete (lbs/cuft) 240.0 = Emulsified Asphalt (Gal./ton) 0.48 = Emulsified Asphalt (Gal./sqyd) (Type 2B 1st Application)

0.15 = Fog Seal (Gal./sqyd) 0.10 = Tack C= Emulsified Asphalt (Gal./ton) 0.58 = Emulsified Asphalt (Gal./sqyd) (Type 2B 2nd Application)

233.0 = Fog Seal (Gal./ton) 233.0 = Tack C= Tack Coat (Gal./sqyd) 0.43 = Emulsified Asphalt (Gal./sqyd) (Type 1C) c:\myfiles\pw_production\d0314629\[MT Fresno Proj_Sum_Shts.xlsm]Road 1

CRACKS,

CLEANING AND

FILLING

LE

N

G

TH

W

ID

TH ADJUST VALVE

BOX

(WELLHEAD

COVER)

Protect concrete curb, concrete barricade, wood curb, and wellhead covers.

111.0

Material Application Rates and Weights Used for Estimating Purposes

33,525TOTAL

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

3/13/17 7:38 AM

TABULATION OF

SURFACING

QUANTITIES

3.05 429.0 11,519

SURFACING TABULATION SHEET

ROUTE NAME

MILES

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 2

FOG SEAL CHIP SEAL,

TYPE 1C

R O

U

TE

N U

M

BE

R

No work over railroad tracks

SHEET

NO.STATE PROJECT

D.1MT BOR 2015(1)

Remarks

BID ITEM NUMBER

MILE TO MILE CRACK, CLEANING

AND SEALING

SQFT

CHIP SEAL, TYPE

2B

Double chip

EMULSIFIED

ASPHALT

Single Chip, suspend at railroad tracks

Double chip. End at concrete boat ramp.

Single Chip, resume after railroad tracks

Double chip

Double chip

4000'2000'0

Scale in Feet

AREA 1

AREA 2

NOTE:

KEY MAP

FRESNO RESERVOIR ROAD

D.2

Fresno Reservoir Road

SH 2

Spillway Bridge

Fresno Dam

Milk River

Fresno Reservoir

Kremlin Bay

Access Road

Boat Ramp

MP 0.00

10+00

MT BOR 2015(1)

BEGIN PROJECT

To Havre

MP 2.81

158+42

MT BOR 2015(1)

END PROJECT

1. Stations shown are approximate. CO to field locate and mark work limits.

11+05

RESUME PROJECT

10+95

SUSPEND PROJECT

STATE PROJECT

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NUMBER

AREA 1

FRESNO RESERVOIR ROAD

NOTE:

LEGEND:

No Work Unless Noted Otherwise

Double Chip Seal

Single Chip Seal

Fresno Reservoir Road

D.3

MP 0.00

10+00

MT BOR 2015(1)

BEGIN PROJECT

SH 2

(No Work)

Railroad Crossing

11+05

RESUME PROJECT

10+95

SUSPEND PROJECT

2000'1000'0

Scale in Feet

1. Begin work at start of county road

(at SH 2 right-of-way)

2. No work over railroad crossing.

STATE PROJECT

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NUMBER

SHEET

MT BOR 2015(1)

NOTE:

LEGEND:

No Work Unless Noted Otherwise

AREA 2

FRESNO RESERVOIR ROAD

2000'1000'0

Scale in Feet

Double Chip Seal

Single Chip Seal

Fresno Reservoir Road

Access Road

Boat Ramp

D.4

MP 0.00

BEGIN PROJECT

MP 0.25

End Project

Spillway Bridge

Fresno Dam

MP 2.81

158+42

MT BOR 2015(1)

END PROJECT

MP 2.77

156+34

MP 2.20

126+00

Milk River

1. Protect wellheads located in the road crossing the dam. Remove and replace the covers. See

Sheet C.4.

STATE PROJECT

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NUMBER

SHEET

MT BOR 2015(1)

63504-1000

SQFT Each SQFT 36 x 18 4.5 2 9.0 36 x 36 9 2 18.0 24 x 24 4 2 8.0 36 x 36 9 2 18.0 36 x 36 9 4 36.0 36 x 18 4.5 1 4.5 36 x 18 4.5 2 9.0 30 x 30 6.25 2 12.5

85.0

14,782

1. Quantities shown are J:\_Transportation\W3X71205_WFL_MT_Fresno\700FHWA\T0005\Roadway\CADD_Sheets\_Tabs\[MT Fresno Proj_Sum_Shts.xlsm]TTC

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT

UNIT

TRAFFIC CONTROL QUANTITIES

TEMPORARY TRAFFIC CONTROL, CONE

As directed by CO

Inches

Sign Message

End Road Work Road Work Ahead

25 MPH

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

Panel Size Area Quantity

Unit

Drawing Reference

635-1 635-1

635-6, 635-7

G20-2 W20-1 W13-1P

635-6, 635-7 635-6

One Lane Road Ahead Flagger Symbol

W20-4 W20-7 G20-4 Pilot Car Follow Me G24-B W8-7

Wait For Pilot Car Loose Gravel

DESCRIPTION

TOTAL

STATE

NOTES

TEMPORARY TRAFFIC CONTROL

SHEET

NO.PROJECT

Item Number

MUTCD Reference

MT E.1BOR 2015(1)

ITEM NO.

63502-0700

63506-0600 HOURTEMPORARY TRAFFIC CONTROL, PILOT CAR

1/19/17 8:02 AM

NOTES:

1. Quantities shown are estimated minimums. Provide actual quantities as needed for construction and as directed by the CO.

2. Temporary pavement markings include only centerline stipes as measured along the road centerline. TABULATION OF TEMPORARY

TRAFFIC CONTROL

QUANTITIES

CONSTRUCTION SIGN SUMMARY

200.0

Notes

EACH

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR

DRAFT: 6/2014

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

NO SCALE

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

NOTE:

the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B

A as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

A

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

E.2

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

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NUMBER

PAVEMENT MARKINGS

TEMPORARY

DRAFT: 9/2011

REVISED:

635-2

NO SCALE

10' centers.

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

Single solid line: pavement markers spaced on 10' centers.

less, Standard 635-3 may be used as an alternate for the full 14 day

Standard 635-3 may be used as an alternate. For ADT of 1000 or

2' broken line: two pavement markers spaced 2' apart

4" Broken yellow

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

Traffic flow Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow Traffic flow

Traffic flow

Double solid line: two pavement markers, side by side, spaced on temporary marking period.

allowed by the gap shown based on curvature.

For ADT of greater than 1000 and periods of 3 days or less, patterns:

To substitute raised pavement markers for lines, use the following contract to determine no passing zones for each direction of travel.

Use permanent pavement marking layout as designated in the

3.

2.

1.

DETAIL A DETAIL B

NOTE:

Two-way traffic

Passing zone both directions

DETAIL B1

Two-way traffic

Passing zone both directions

DETAIL A1

Two-way traffic

No passing zone one direction

DETAIL A2

Two-way traffic

No Passing zone one direction

DETAIL B2

Two-way traffic

No passing zone both directions

DETAIL A3

Two-way traffic

No Passing zone both directions

DETAIL B3

yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

2' 18'

2' 18'

40'

20'

20'

40'

2' 38'

2' 38'

4" Broken yellow centerline

E.3

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n

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NUMBER

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

DRAFT: 8/2013

REVISED:

635-3

NO SCALE

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

On curves with radius less than 500', reduce cycle length to 20'.

with paint or tape, use Standard 635-2.

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12 each direction of travel.

Use permanent markings plan to determine no passing zones for

(optional)

W14-3

(optional)

W14-3

(optional)

W14-3

TABLE A

Markings Are Required

Maximum Duration Before

ADT

See Note 2

See Note 2

See Note 2

3 Days

14 Days

> 1000

≤ 1000

R4-1

R4-1

R4-1

See Note 6

R4-2

See Note 6

R4-2

See Note 6

R4-2

6.

5.

4.

3.

2.

1.

longer periods/higher ADT or for application of temporary markings positioning guides and signing are provided per this detail. For

For periods noted in Table A, pavement may be unmarked if vehicle installed at the upstream end of the zone.

a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been

Use the "PASS WITH CARE" (R4-2) sign at the downstream end of

NOTE:

Two-way traffic

Passing zone both directions

DETAIL A

Two-way traffic

No Passing zone one direction

DETAIL B

Two-way traffic

No Passing zone both directions

DETAIL C

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

329.1'

329.1'

329.1'

329.1'

329.1'

329.1' cycle length

26.3' cycle length

26.3' cycle length

26.3'

E.4

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n

A

M A

M J

T r a n s p o r ta ti o n

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D S h e e ts m t-a e d .d g n

NUMBER

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

DRAFT: 8/2013

REVISED:

635-6

NO SCALE

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50' - 100' (optional)50' - 100'

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

Channelizing devices

Flagger location

Flagger location

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

See Note 6

10' min.

E.5

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n

A

M A

M J

T r a n s p o r ta ti o n

W

X

W F L

M T F r e s n o F

H W

A T R o a d w a y C

A D

D S h e e ts m t-a e e .d g n

NUMBER

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH YIELD SIGN)

DRAFT: 6/2014

REVISED:

635-7

50' - 100' 50' - 100' (optional)

50 MPH.

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

YIELD

TO

ONCOMING

TRAFFIC

Traffic flow

Traffic flow

W20-4

W1-4

See Note 3

W20-1 W20-4 W3-2

R1-2

See Note 3

G20-2

See Note 3

G20-2

See Note 3

W20-1

Spacing Table)

(See Length and

WORK SPACE

(optional)

W13-1P

R1-2aP

(optional)

W13-1P

See Note 5

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

(optional) (optional) in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored

Requirements, Section 156.

For project specific minimum width, refer to Special Contract

Use the "YIELD AHEAD" (W3-2) sign when approach speeds exceed of the MUTCD.

If the surface is paved, install yield lines that comply with Section 3B.16

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field approaching traffic through and beyond the work site.

that must yield, and if drivers from both directions are able to see

Use this layout only if sufficient gaps in oncoming traffic exist for traffic

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

See Note 4

(optional)

YIELD LINE

Channelizing devices light (optional)

Type B warning light (optional)

Type B warning

BA

BUFFER SPACE TAPER AREA A

(See Length and Spacing Table) VARIABLE TERMINATION AREA

Device spacing

BUFFER SPACETAPER AREAABC

ADVANCE WARNING AREA (See Sign Spacing Table) xx

MPH

xx

MPH

xxx

FEET

15'

See Note 6

10' min.

E.6

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n

A

M A

M J

T r a n s p o r ta ti o n

W

X

W F L

M T F r e s n o F

H W

A T R o a d w a y C

A D

D S h e e ts m t-a e f.

d g n

NUMBER

DRAFT: 9/2014

REVISED:

635-14

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, NOTE:

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

Post

See table for hole size parallel to sign face.

Field drill holes through post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

D

See post detail (typ.)

Break-away holes.

S e e N o te

S e e N o te

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

See Note 4

E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

Long side of post

D

90°

93°

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

200' m in m in

6' - 12'

E.7

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J a n

A

M A

M J

T r a n s p o r ta ti o n

W

X

W F L

M T F r e s n o F

H W

A T R o a d w a y C

A D

D S h e e ts m t-a e g .d g n

NUMBER

63401-0300(4)(5) 63401-0300(4)(5) 63401-0400(4)(5) 63405-0050(4)(5)

YELLOW WHITE WHITE YELLOW WHITE YELLOW (TYPE B)

LNFT LNFT LNFT LENGTH EACH LNFT LNFT LNFT LNFT EACH

Fresno Reservoir Rd (MP 0.00 to MP 0.023)

120 110 110 13 1 78 440 440 1 1

Fresno Reservoir Rd (MP 0.023 to MP 0.089)

350 350 350 700 1,400 700 1 1

Fresno Reservoir Rd (MP 0..089 to MP 1.39)

6,858 6,858 6,858 0 27,432 13,716 0

Fresno Reservoir Rd (MP 1.39 to MP 1.61)

1,157 1,157 1,157 0 4,628 4,628 0

Fresno Reservoir Rd (MP 1.61 to MP 1.93)

1,688 1,688 1,688 0 6,752 3,376 0

Fresno Reservoir Rd (MP 1.93 to MP 2.26)

1,751 1,751 1,751 7,004 7,004

Fresno Reservoir Rd (MP 2.26 to MP 2.80)

2,858 2,858 0 0 11,432 0 0

Boat Ramp Access Rd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

J:\_Transportation\W3X71205_WFL_MT_Fresno\700FHWA\T0005\Roadway\CADD_Sheets\_Tabs\[MT Fresno Proj_Sum_Shts.xlsm]Striping 1

MT

(1) Match existing pavement markings, or as directed by the CO.

(2) Solid Edge Lines & Misc. Markings include edge (fog) lines.

(3) For line widths other than 4 inches, the measured length of line is adjusted in the ratio of the required width to 4 inches.

(4) Match existing pavement markings or as directed by the CO. Payment will be made for actual striped length on the project.

(5) Apply 2 coats of paint for pavement markings according to Subsection 634.05.

(6) FIO = For Information Only.

1157 ft solid double yellow around corner w/white edge

24,204

1688 ft broken yellow striping w/white edge

2 2TOTAL 14,782 14,772 11,914 017,792

F.1

STATE PROJECT SHEET

NO.

BOR 2015(1)

1/19/17 8:02 AM

PAVEMENT MARKING SUMMARY

BID ITEM NUMBER FIO(6)

Route Length YE

LL

O

W

EN

TE

R

LI

N E an d

M

IS

C

M

AR

K

IN

G S (

1) Stop Bars

ST

O

P

BA

R S(3

STOP BARS

WHITE

R

AI

LR

AD

R O

SS

IN

G

FIO(6)

PAVEMENT

MARKINGS, TYPE B,

SOLID Remarks

Solid single yellow striping to end (existing).

Replace with double yellow stripe

PAVEMENT

MARKINGS,

SYMBOLS

No pavement markings

Railroad crossing symbol per MUTCD Figure 8B-7.

Suspend work over railroad tracks. Solid double yellow stripe w/white edge. Railroad symbol on NB lane

1751 ft of solid double yelllow w/white edge

350 ft of solid yellow on west side and broken yellow on east side w/white edges. Railroad crossing symbol on SB lane

6,858 ft of broken yellow striping w/white edge

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

47,656

R O

U

TE

N U

M

BE

R

EACH

ST

O

P

BA

R W

IT

H

ST

P

LE

TT

ER

IN

G

13 1 78

ROUTE NAME

PAVEMENT

MARKINGS, TYPE B,

SOLID

PAVEMENT

MARKINGS, TYPE B,

BROKEN

SO

LI

D E

D G

E

LI

N

ES

(2

REVISED: 10/2012

W634-2

DETAIL APPROVED FOR USE 10/2007

PAVEMENT MARKINGS

LINEAR

NO SCALE

DETAIL

U.S. CUSTOMARY DETAIL

4" dotted white line

4" solid white edge

4" solid double

4" dotted white

Locate 12" wide stop line to

4" solid white edge line

NOTE:

Place edge line pavement markings at asphalt/concrete curb interface when curb is present.

Paint centerline pavement markings on curves with curve widening "w" to achieve equal lane widths within the roadway. Maintain a constant shoulder width "s" throughout the curve widening area. See staking details for curve widening transition locations.

Typical pavement marking widths are shown. Use wider pavement markings when specified on the plans or when required by the maintaining agency.

1.

2.

3.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CL

CL

L a n e

L a n e

10' 30' 10' 30' 10'

2' to 6'

2' m in m a x

4" broken yellow centerline s s w

Transition

Curve widening

Transition s S h o u ld e r

L T ra v e l

L T ra v e l s S h o u ld e r s L

L s when specified in plans

S h o u ld e r

T a v e l

L a n e

T r a v e l

L a n e

S h o u ld e required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement

L w break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans w L

L

F.2

STATE PROJECT

J a n

A

M A

M J

T r a n s p o r ta ti o n

W

X

W F L

M T F r e s n o F

H W

A T R o a d w a y C

A D

D S h e e ts m t-a fb .d g n

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SYMBOLS AND WORDS

PAVEMENT MARKINGS

4" Typical

6.75'

1'

(W

HI

TE

M

ARKI

NGS)

9.5'

10'

CHEVRON SYMBOL

SPEED BUMP

of Lane Center

20.5" 6" 27"

"2

WORD MARKING

"BUS ONLY"

NOTE:

SQFTTYPE

PAVEMENT MARKING AREAS

F.3

[1]STOP LINE

"STOP" WORD MARKING

STOP LINE INCLUDING

CROSSING SYMBOL

RAILROAD GRADE

50'

15'

20'

15'

8'

6'

2'

16"

Full width of travel lane of Lane Center

NO SCALE

MUTCD, or as directed by CO.

Match existing pavement marking location, [2] purposes only.

A 12' lane width was assumed for estimating

Extend stop line across the width of the lane.[1]

FOOTNOTE:

symbols and words, or as directed by the CO.

3. Match existing pavement marking configurations, current edition.

conform with the "Standard Highway Signs",

2. Provide letters, numerals, and symbols that

Devices (MUTCD) latest edition.

the Manual on Uniform Traffic Control

1. Provide striping in accordance with

[2]

Chevron Symbol

Stop Line Including STOP Word Marking

Railroad Grade Crossing Symbol

BUS ONLY Word Marking

STATE PROJECT

J a n

A

M A

M J

T r a n s p o r ta ti o n

W

X

W F L

M T F r e s n o F

H W

A T R o a d w a y C

A D

D S h e e ts m t-a fc .d g n

NUMBER