D14 Savage Quarry 2023 - Compiled Plans and Standard Drawings.pdf

PDF 6 MB Posted Oct 31, 2022

Attached to: ODOT District 14 Rock Production 2023
Solicitation number: S-73000-00004635
Issued by: Gilliam County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

The document is a set of plans and standard drawings for the ODOT District 14 Rock Production 2023 project. This project is being managed by the Oregon Department of Transportation (ODOT) and is located in Grant County, Oregon. The project involves rock production at the Savage Quarry, which is located along US26 at milepost 195.30. The plans and drawings include information on the prospective material source, cross sections, and standard drawings for items such as temporary sign supports, portable changeable message signs, and blasting zones. No specific quantities, response dates, or award dates are provided. The contract term is not specified.

The pricing terms, set asides, funding requirements, and other salient details are not included in the document. The document focuses on providing the technical plans and drawings for the rock production work at the Savage Quarry location.

View the file

Other files

File	Type	Posted
Bid Cover.docx	DOCX document	Oct 31, 2022
D14 Savage Quarry 2023 - Geology Narrative Packet~1.pdf	PDF	Oct 31, 2022
Intent to Award Tabulation.pdf	PDF	Oct 31, 2022
Invitation to Bid~6.pdf	PDF	Oct 31, 2022
D14 Savage Quarry 2023 - Compiled Specs.pdf	PDF	Oct 31, 2022
Notice of Intent_State OR PA 1660_Police Interceptor Vehicles.pdf	PDF	Oct 31, 2022
Sample Contract~3.pdf	PDF	Oct 31, 2022

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PLANS FOR PROPOSED PROJECT

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

Savage_Quarry_Title_Sheet_2022.dgn :: Default 10/7/2022 7:44:39 AM hwye53h 1"=100' Scale: Rotation: 0°

ROCK PRODUCTION

GRANT COUNTY

& MANDATORY STOCKPILE SITE

PROSPECTIVE MATERIAL SOURCE

US26, MP 195.30, Rt.

SAVAGE QUARRY

T. 11 S., R. 35.5 E., W.M.

PRAIRIE CITYJOHN DAY 26

Standard Dwg. Nos.

- Tables, Abrupt Edge And PCMS DetailsTM800

- Temporary Sign SupportsTM821

- Temporary Sign SupportsTM822

- Blasting ZonesTM871

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTS

PASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

Unity Dayville

Sisters

Juntura

Frenchglen

Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

Hermiston Boardman

Ukiah

Arlington

Malin

Brookings

Coos Bay

Drain

Canyonvil le

Reedsport

Oakridge

Goshen Florence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach

Seaside Rainier

Milton-Freewater

26 35 197

39519

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

CITY

OREGON

HILLSBORO

DALLAS

Redmond

Val ley Jordan

JOHN DAY HIGHWAY

NOVEMBER 2022

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

GE01 Prospective Material Source

GE02 Cross Sections

2023 PROJECT

DISTRICT 14 SAVAGE QUARRY

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

GRANT COUNTY

JOHN DAY HIGHWAY

2023 PROJECT

DISTRICT 14 SAVAGE QUARRY

A01STATE

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Freeway

Use aggregate wedge when abrupt edge is 2 inches or greater.

four feet wide protect longitudinal abrupt edge as shown.

When paved shoulders adjacent to excavations are less than

NOTES:

shoulder, as far as practical.

Place cart / generator / power supply off of the on 10' spacing.

Use six tubular markers in shoulder taper outside shoulder, where practical.

Install Flagger Station Lighting beyond the

2" or GreaterExtg. pavement aggregate base rock

Shoulder or message sign (PCMS)

Portable changeable

20'

100'

4' B(III)R

Temp. Plastic Drums

Lighting

Flagger Station

50'

10'

Markers

28" Tubular

Place roll-up signs in advance of barricades.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown.

Continue signing and other traffic control devices

"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.

8' B(III)R barricades with 8' B(III)L barricades and replace the

If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater.

or other roadway work. Use abrupt edge signing for longitudinal

Abrupt edges may be created by paving, operations, excavations

GENERAL NOTES FOR ALL TCP DRAWINGS:

for max. spacing.

See TCD Spacing Table

Temp. Plastic Drums for max. spacing.

See TCD Spacing Table

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

TM09-01

EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION

PORTABLE CHANGEABLE MESSAGE

LIGHTING DELINEATION

FLAGGER STATION

Sl. 1:3

TAPER TYPES & FORMULAS

TEMPORARY BARRIER FLARE RATE TABLE

TAPER FORMULA

Merging (Lane Closure)

Shifting

Shoulder Closure

Flagging (See Drg. TM850)

Downstream (Termination)

"L"

"L"3 1"L"/3 or

50' - 100'

Varies (See Drawings)

"L"2 1"L"/2 or the Speed from the Tables below:

Use Pre-Construction Posted Speed to select

For Lane closures where W < 10', use "L" value for W = 10'.

Limit spacing adjustments to 30% of the "A" dimension for all speeds.

When necessary, sign spacing may be adjusted to fit site conditions.

Place traffic control devices on 10 ft. spacing for intersection and access radii.

NOTES:

SPEED (mph) MINIMUM FLARE RATE

M I N I M U M L E N G T H S T A B L E

"L" VALUE FOR TAPERS (ft) BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted

20:1

19:1

18:1

16:1

14:1

12:1

10:1

9:1

8:1

FREEWAYS

SPEED (mph) W = 12 W = 14 W = 16

TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE

20 - 30

35 - 40

45 - 55

60 - 70 700

100 100

15001000 2640

100 20

Device Spacing (ft)

Max. Channelizing Sign Spacing (ft) SPEED (mph)

A B C

CW21-8A

(As noted)

36x18

C W

(Mount on TSS)

(As needed)

42x18

CW21-8C

Plaques

CW21-9

Abrupt edge

8' B(III)R 8' B(III)R

mi.4 1 mi.4

1 mi.4

EDGE

ABRUPT

RIGHT

LEFT

(Roll-up sign)

(As needed)

EDGE

ABRUPT 32x11

32x11

CENTER

RIGHT

LEFT

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

PCMS DETAILS

TABLES, ABRUPT EDGE AND

TM800

T M tm .d g n

10≤ W

30≤

W/60, S = Speed, W=WidthS 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using

SDR DATE

TYPICAL ABRUPT EDGE DELINEATION

Smart Work Zone Systems

Portable Traffic Signals

Detail as shown is used for trailered and non-crashworthy components of:

barricade may be omitted when PCMS is placed behind a roadside barrier.

Use six drums in shoulder taper on 20' spacing. The drums and

Left shoulder, use Type B(III)L

Right shoulder, use Type B(III)R

Use the appropriate type of barricade panels for PCMS location.

Install PCMS beyond the outside shoulder, when possible.

To be accompanied by Dwg. Nos. TM820 & TM821.

Flaggers, Traffic Control Measures, or as directed.

Coordinate and control pedestrian movements through a Temporary Accessible Route using

Combine drawing details to complete temporary traffic control for each work activity.

Do not locate sign supports in locations designated for bicycle or pedestrian traffic.

High speed highways have a pre-construction posted speed of 45 mph or higher.

Low speed highways have a pre-construction posted speed of 40 mph or less.

All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area.

All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36".

background of all temporary warning signs.

Use fluorescent orange sheeting for the

All signs are 48" x 48" unless otherwise shown.

to indicate traffic movements.

Arrows shown in roadway are directional arrows sequential arrow boards.

Place a barricade approx. 20' ahead of all shown are the minimum required.

Signs and other Traffic Control Devices (TCD)

01-JUL-2022

07/01/22 Added a note for TPARs.

gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-

Effective Date: December 1, 2022 – May 31, 2023

4"x 4"x 12'

2 - 2"x 4" @ 45° angle

2"x 6"x 37"

36"

Sandbags per side (typ.)

lag screw

"x 3"8 31 -per side (typ.)

" dia. bolts8 32 -screw per side (typ.)

"x 3" lag 8 31 -per support (typ.)

"x 3" lag screws8 32 -

"x 37"2 1"x 54 sign (typ.)

48"x 48" sign area of 20 sq. ft. or less.

Use Double Post TSS for a total

NOTES:

per support (typ.)

2 - 3/8" dia. bolts per support (typ.)

2 - 3/8" dia. bolts

4 - 2"x 6"

40"

"2 12 - 4"x 4"x 5

NOTES:

2' - 8" Sandbags

2' - 6"

" - 12 ga. PSST2

" - 12 ga. x 4" PSST Stub2

PSST Stub

" - 12 ga. x 4" 2 12 A

See DETAIL A

" - 12 ga. PSST4

" - 12 ga. PSST4 sign (typ.)

48"x 48" per support (typ.)

" dia. bolts8 3Two, support (typ.)

joining brace and

" dia. bolt 8

NOTES:

1 - 2"x 4"

1 - 4"x 4"x 4"

2 - 2"x 4"

1 - 4"x 4"x 4"

1- 2"x 4" 40"

Sandbags lag screws

"x 4"8 34 -

4"x 4"x 10'

"x 3" lag screws8 32 -

2"x 4"x35" @ 45° angle

2"x 4"x 6"

"x 3" lag screws8 32 -

"x 4" lag screws8 34 -

" dia. bolts8 31 -

" dia. bolts8 32 -

" dia. bolts8 31 -sign (typ.)

36"x 36"

" dia. bolts8 32 -

TEMPORARY SIGN SUPPORT GENERAL NOTES:

Sheeting

Retroreflective

Sheeting

Retroreflective

" Sheeting

Retroreflective

(m in and Right sides)

Sheeting (Left

Retroreflective

NOTES:

SIGN POST REFLECTIVE SHEETING PLACEMENT

Sheeting

Retroreflective Sheeting

Retroreflective

N/A 01-JUL-2020

TM821

T M signs. Do not mount signs on Type II or III Barricades.

Use Single Post TSS for mounting "Business Access" (CG20-11)

Use Single Post TSS for a total sign area of 12 sq. ft. or less.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

tm .d

TEMPORARY SIGN SUPPORTS

Sheeting may be applied directly to post material; or applied to a rigid, lightweight substrate, then securely attached to the posts.

for wood post TSS's. Use 2" wide sheeting for PSST TSS's.

Apply sign post retroreflectivity to each TSS post facing front; and to the left and right sides of the TSS, as shown. Use 3" wide sheeting and "DO NOT ENTER". For "STOP" and "DO NOT ENTER" signs, used red ANSI Type III or IV retroreflective sheeting on the TSS posts.

Apply fluorescent orange, ANSI Type VIII or IX retroreflective sheeting to TSS posts, as shown, for all temporary signs, except "STOP"

Use A325 Bolts or equivalent.

welding. Repair Galvanizing according to ASTM A780.

designation G90. Remove Galvanizing from steel before

Galvanize steel according to ASTM A653 with coating

All members shall have a minimum yield stress of 50 ksi.

Use PSST TSS's for a total sign area of 16 sq. ft. or less.

Society (AWS) D.1.1.

Weld steel according to American Welding

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" PSST4

1Do not use bolt to secure 2

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" - 12 ga. PSST to extend entire length 4

See Dwg. No. TM204 for flag board mounting detail.

(25 lb. max per bag) (min. 100 lbs per side of each TSS).

Place a minimum of 50 lbs of sandbags on each of the four TSS supports legs.

when signing is not needed for more than 3 days.

sign 90 degrees away from approaching traffic. Remove TSS from roadway

When sign is inconsistent with current work zone conditions, cover sign: or turn

Do not place or stack ballast more than 24" above the ground.

See "Temporary Sign Placement" detail on TM822 for sign installation heights.

four sides (S4S) and free of heart center (FOHC).

For wooden TSS's, use either Douglas Fir or Hem Fir, which is surfaced

Do not locate TSS's in locations that block pedestrian or bicycle traffic.

Do not tip over TSS at any time.

SDR DATE

Double Post Perforated Steel Square Tube (PSST) Single Post

DOUBLE POST DETAIL PERFORATED STEEL SQUARE TUBE (PSST) DETAIL SINGLE POST DETAIL

Front Right Left Front FrontRight Left Side

(No Scale)

DETAIL A

" - 12 ga. PSST 4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

gineer.

The selection and use of this

pedestrian pathway, maximum of 4" into it may extend a

7' above the sidewalk is installed less than

If bottom of plaque

B a c k o f c u r b m in m in

3' (min.)

4" max. *

2' (min.)

width is less than 6'

2' min. when the shoulder

6' - 12'

E d g e o f tr a ff ic l a n e m in m in

1' min.

Urban Areas With Curb/Sidewalk surface, as shown.

minimum of 7'0" above pavement

(plaque) so bottom of sign is a bicycle traffic, install secondary sign shoulder or other surface used by adjacent to or intrude into a paved

Where temporary signs are located

E d g e o f tr a ff ic l a n e

Shoulder

Paved m in . R

1' min.

6' - 12'

E d g e o f tr a ff ic l a n e m in m in

TEMPORARY SIGN PLACEMENT

L 2-1/2"x 2-1/2"x 5/16"

"8 d eg head and clip

" dia. pin wth4

"16 5"x 2

1"x 22 1L 2

"16 5"x 2

1"x 22 1L 2

" Sch. 40 pipe2 1210"

6" max.

of total sign area) (or, max. 12 sq. ft.

36" x 36" sign

2" Sch. 40 pipe

" Sch. 40 pipe2

Conc. Barrier

NOTES:

CONCRETE BARRIER SIGN SUPPORT

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

TM822

TEMPORARY SIGN SUPPORTS

T M tm .d

L other than concrete.

Follow manufacturer recommendation when installing signs on barrier

Do not use clipped signs.

Weld steel according to American Welding Society (AWS) D.1.1.

Place support at connection between two concrete barrier sections.

Use for supporting a maximum 12 sq. ft. of total sign area.

Support fits both 32" and 42" tall "F" barrier.

All structural steel shall conform to ASTM A36.

and pinned when not in use.

Drill additional holes so sign can be rotated 90 degrees

01-JUL-2020N/A

To be accompanied by Dwg. Nos. TM670, TM671, TM687, TM688 & TM689.

according TCP Design Manual, MUTCD, ADA, or as directed.

Do not block bicycle lanes, sidewalks, or TPAR's with sign supports. Maintain minimum widths for these facilities

SDR DATE

Rural Areas

Bicycles On Shoulder Rural or Urban Areas - Curb or No Curb

No Curb/Sidewalk Divided Highway/Freeway Medians gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

"L" panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

ZONE

END

BLASTING

panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

AHEAD

ZONE

WORK

C B A A 500' 1000' Min. 1000' Min.

1000' Min. 1000' Min. 500' A A B C

42x36 W22-2 (As needed) (As needed)

42x36 W22-3 (As needed) (As needed)

42x36 W22-2

42x36 W22-3

AHEAD

ZONE

BLASTING TURN OFF

CELL PHONE

AND

2-WAY RADIO

STOP

PREPARED

BLASTING

ZONE

END

Blasting Zone

ZONE

END

BLASTING

STOP

PREPARED

TURN OFF

CELL PHONE

AND

2-WAY RADIO

AHEAD

ZONE

BLASTING

AHEAD

ZONE

WORK

C B A A A B A 500' 1000' Min. 1000' Min.

1000' Min. Blasting Zone 1000' Min. 500' A B A A A B C

8' B(III)R

Sequential Arrow

8' B(III)R8' B(III)L

Sequential Arrow

8' B(III)L

(typ.)

30'±

(typ.)

30'±

(2 Reqd.)

42x36

W22-2

(2 Reqd.)

(As needed)

(As needed) 42x36

W22-3

(2 Reqd.)(2 Reqd.)

W22-2

(2 Reqd.)

(As needed)(As needed) 42x36

W22-3

AHEAD

ZONE

WORK

AHEAD

ZONE

BLASTING

TURN OFF

CELL PHONE

AND

2-WAY RADIO

AHEAD

CLOSED

LEFT LANE

STOP

PREPARED

TO ZONE

END

BLASTING

AHEAD

ZONE

WORK

AHEAD

ZONE

BLASTING

TURN OFF

CELL PHONE

AND

2-WAY RADIO

AHEAD

CLOSED

RIGHT LANE

STOP

PREPARED

"L"

Taper

"L"

Taper

GENERAL NOTES FOR ALL DETAILS:

UNDER CONSTRUCTION

TM800 for max. spacing.

See TCD Spacing Table on

TM800 for max. spacing.

See TCD Spacing Table on

28" Tubular Markers blasting zone during blasting operations.

there is danger, highway traffic shall not be permitted to pass through the traffic in the blasting zone will be endangered by the blasting operation. If

Before blasting, the "Explosives Specialist" shall determine whether highway mainline, shall be erected on the side road.

or a side road is within 1000' of any blasting cap, similar signing, as on the

ZONE AHEAD" (W22-1) sign and the "END BLASTING ZONE" (W22-3)sign, Whenever a side road intersects the roadway between the "BLASTING in the area or when the area is otherwise secure.

The signs shall be covered or removed when there are no explosives shown in the plans or directed.

closure or rolling slowdown should be used for blasting operations, as

Configurations are NOT to be used on freeways. For freeways, a total

UNDER TRAFFIC

N/A 01-JUL-2022

TM871

T M tm .d

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

BLASTING ZONES

"L"

SDR DATE

(Non-Freeway)

BLASTING ZONE

4-Lane, 2-Way Roadway

BLASTING ZONE

4-Lane, 2-Way Roadway

Temp. Plastic Drums

HERE ON

RED

STOP

HERE ON

RED

STOP

(As needed)

24x36

R10-6

(As needed)

24x36

R10-6

Assistance Device (AFAD)

Automated Flagging

HERE ON

RED

STOP

(As needed)

24x36

R10-6

HERE ON

RED

STOP

(As needed)

24x36

R10-6

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a

07/01/22 Added AFADs to the drawing.

To be accompanied by Dwg. No. TM820, TM821 & TM854.

CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. No. TM800.

To determine sign spacing A, B, and C, use "TRAFFIC use the "MINIMUM LENGTHS TABLE" on Dwg. No. TM800.

To determine Taper Length "L" and Buffer Length "B" median signs closest to approaching traffic.

All offsets between sign pairs in multi-lane sections are 30' with rock and debris clean up.

Do not stop or hold traffic in excess of 20 minutes including the Signal Ahead (W3-3) symbol sign.

The "SIGNAL AHEAD" (W3-3a) sign may be subsituted with gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

D14_SavageQarry2023_A01

D14_SavageQarry2023_GE01_GE02-Signed-FLAT

TM800

TM821

TM822

TM871

File details come from the government source that posted it. Updated Apr 3, 2024.