notes & guidelines traffic control general …

ENGR. DATE

LICENSE NO.

STAGE 1 NARRATIVE:

1. OBLITERATE ANY CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.

TO ACTUAL CONDITIONS ENCOUNTERED AS DIRECTED BY THE ENGINEER. GENERALLY, ONLY PAINT WILL BE USED

BEFORE MAY 1ST OR WHEN THE OTHER MANUFACTURERS SPECIFICATIONS CAN NOT BE MET.

3. TRPM'S (TEMPORARY RAISED PAVEMENT MARKERS) SHOULD BE USED TO SUPPLEMENT THE LONG TERM (MORE THE

3 DAYS) EDGELINES ON ALL TRANSITION AREAS WHEN THE CONDITIONS ARE WITHIN THE MANUFACTURERS

SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND INSTALLATION OF TEMPORARY AND FINAL

STRIPING. MN/DOT TRAFFIC PERSONNEL WILL ASSIST IN THE SPOTTING OF TRANSITION AREAS, GORES AND TAPERS.

EXAMPLE: = 6" SOLID LINE WHITE

- MULTI-COMPONENT

MULTI-COMPONENT

PAINT

PREFORMED PLASTIC MARKING

REMOVABLE WET REFLECTIVE

POLY PREFORM

STRIPING KEY

LEGEND

POLY PREFORM GROUND IN

GR-IN

2. MULTI-COMPONENT LIQUID, POLYMER LANE TAPE AND/OR TRPM'S ARE ACCEPTABLE TEMPORARY STRIPING ALTERNATIVES ACCORDING

NOTES & GUIDELINES

GENERAL INFORMATION

SIGNING

TRAFFIC CONTROL

SHEET NO.

5. SIGN INSTALLATIONS SHALL NOT OBSTRUCT EXISTING SIGNS.

MNMUTCD.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE

3. ALL DISTANCES ARE APPROXIMATE. PLANS ARE NOT DRAWN TO SCALE.

2. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER.

CONSTRUCTION ACTIVITIES.

OTHERWISE NOTED. IN PLACE SIGNING MUST ALSO BE MAINTAINED OR TEMPORARILY RELOCATED FOR

1. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS TRAFFIC CONTROL PLAN UNLESS

PAVEMENT MARKING

- ARROWBOARD

- ARROWBOARD SUPPORT OR TRAILER

- PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)

- PCMS TRAILER

- TYPE A FLASHING WARNING LIGHTS

- STEADY BURN WARNING LIGHTS

- RED FLASHING WARNING LIGHTS

- CHANNELIZING DEVICE

- SIGN (SHOWN FACING LEFT)

- SURFACE MOUNTED DELINEATOR

- TYPE III BARRICADE

- IMPACT ATTENUATOR

R

S

VERTICAL PANEL

- RETROREFLECTIVE DRUM, TYPE I OR TYPE II BARRICADE,

F

TRAFFIC CONTROL TITLE SHEET

- PORTABLE FLOOD LIGHT

6SW

4" OR 8"

WIDTH

1ST DIGIT

B - BLACK

Y - YELLOW

W - WHITE

COLOR

3RD DIGIT

DELINEATORS AT 30' SPACING

- CONCRETE BARRIER WITH BARRIER

- PORTABLE SIGNAL SYSTEM

- WET REFLECTIVE TAPE

STAGE 2 NARRATIVE:

23-NOV-2021

ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

SUPERVISION AND THAT I AM A LICENSED PROFESSIONAL

PLAN WERE PREPARED BY ME OR UNDER MY DIRECT

I HEREBY CERTIFY THAT SHEETS T1 THROUGH T23 OF THIS

STAGE 3 NARRATIVE:

-CONSTRUCT SIDEWALK ON WEST SIDE OF TH 52

STAGE 4 NARRATIVE:

-CONSTRUCT SIDEWALK ON EAST SIDE OF TH 52

-TRAFFIC TO BE MANAGED UTILIZING DETOUR ON SHEET T5

-CONSTRUCT CULVERTS SOUTH OF CR 7

-CONTRUCT BOX CULVERTS

-CONSTRUCT CR 16 INTERSECTION

-TRAFFIC TO BE MANAGED UTILIZING DETOUR ON SHEET T6

-COMPLETE CONSTRUCTION OF BOX CULVERTS

-COMPLETE CONSTRUCTION OF CR 16 INTERSECTION

TITLE SHEETT1

SIGN TABULATIONT2

CROSS SECTIONST3-T4

STAGE 1 DETOURT5

STAGE 2 DETOURT6

STAGE 3T7-T11

STAGE 4T12-T16

DETAILST17-T23

PLACED.

ARE PLACED AS NEEDED, OR PROVIDE TEMPORARY SIGNING AT THEIR EXPENSE UNTIL THE FINAL SIGNING IS

6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS

FIELD MANUAL UNLESS OTHERWISE SPECIFIED IN THESE PLANS.

5. LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS"

NOTE THAT ASTM TYPE VII SHEETING IS NOT ALLOWED ON BARRICADES AFTER JANUARY 1, 2010.

LIST FOR BARRICADE SHEETING.

BARRICADES SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MN/DOT APPROVED PRODUCT

ON THE MN/DOT APPROVED PRODUCT LIST FOR "SHEETING FOR RIGID TEMPORARY WORK ZONE SIGNS".

4. ALL ORANGE WARNING AND ORANGE GUIDE SIGNS SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED

FOR TRANSITIONING TRAFFIC FROM ONE STAGE TO ANOTHER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXTRA SIGNING NEEDED TO FACILITATE TRAFFIC SWITCHES OR

THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED WITHIN 2 WEEKS (5-18.4(B)).

IF THIS IS NOT POSSIBLE, THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN

HEIGHT AND LATERAL OFFSET AS DETAILED IN THE ATTACHED TYPICAL SIGN FRAMING AND INSTALLATION DETAILS.

2. WHEN SIGNS ARE PLACED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER

CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER.

1. ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT

PEDESTRIAN CONTROL

1. ALL TEMPORARY WALKWAYS SHALL BE 5' UNLESS OTHERWISE SHOWN IN PLAN.

TRAFFIC CONTROL PLAN

SHEET NO. OF SHEETST1 T23(TH )

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STATE PROJ. NO.

23-

NO

V-2021

D - DOUBLE

B - BROKEN

S - SOLID

PATTERN

2ND DIGIT

- SIDEWALK BARRICADE

ROAD

CLOSED

AHEAD

52ROAD CLOSED

THRU TRAFFIC

TO

JCT

DETOUR

DETOUR

AHEAD

FEET

XXX

MONTH DY

CLOSED

BEGINNING

D9-6 24"X24" WH/BLU

BLK/OR36"X18"W20-1a

24"X12" BLK/WHR or L

R9-11a

OR & WH

R or L

R9-1124"X12" BLK/WH

24"X12" BLK/WH

30"X18" BLK/WHR9-9

R9-10

BLK/OR

BLK/OR30"X30"W11-2

SIDEWALK CLOSED

USE OTHER SIDE

CROSS HERE

SIDEWALK CLOSED

SIDEWALK CLOSED

AHEAD

CROSS HERE

SIDEWALK WORK AHEAD

CLOSED

SIDEWALK

CONTACT XXX-XXX-XXXX

ENDS MTH 20XX

BARRICADE

SIDEWALK

DEVICE

MESSAGE

AUDIBLE

R8-3 24"X24"ON WHITE

BLK/RED

STOP 30"X30"R1-1 RED/WH

- ADAM WELLNERLICENSED PROFESSIONAL ENGINEER

NO

ZONE

PASSING

W16-7mPL 24"X18" BLK/OR

FT

10

BLK/OR

CERTIFIED BY : LIC. NO. DATE 23-NOV-2021

1

DEVICE NUMBER SIZE COLOR DEVICE NUMBER SIZE COLOR

M4-8

M3-1

M3-3

60"X30"

ESTIMATE OF TRAFFIC CONTROL DEVICES

AHEAD

WORK

ROAD

CLOSED

ROAD

BLK/OR42"X18"

48"X48" BLK/OR

21"X15" BLK/WH

BLK/WH

BLK/WH

BLK/WH

BLK/OR

BLK/WH

BLK/WH

BLK/WH

M1-4 BLK/WH

48"X48" BLK/OR

R11-2R 48"X30"

R11-4

W20-1

36"X36"24"X24"

30"X24"21"X15"

36"X18"24"X12"

36"X18"24"X12"

M2-1

36"X18"24"X12"

L OR RM5-1

30"X24"21"X15"

BLK/WH

L OR RM6-1

30"X24"21"X15"

M6-3

W20-3

1

1

1

1

1

1

1

USE 36" ASSEMBLIES ON TH 52 AND TH 90

1

BLK/WH30"X24"

1

BLK/WH30"X24"M6-2R

M5-2R

SP-1 SP-2

48"X18" BLK/WHL OR RM4-10

DETOUR

48"X48" BLK/ORW20-2

BLK/OR72"X60"G20-X1

W20-100P

TYPE 3 MIN. 6' BLK/OR

DEVICE NUMBER SIZE COLOR

SP-3 SP-4

W14-3X48"

64"X64"

W1-6 48"X48"

36"X36" BLK/OR

36"X36" BLK/OR

W20-X11

REMOVABLE PREFORM PAVEMENT MARKING TAPE

STAGEWIDTH

TAPE COLOR

EQUIVALENCE

4"

AS 4"

TOTAL

QTY

TOTAL

WHITE YELLOW

3

4" 537 1150 1 1687

268012" 267 3 801

24" 32 6 192

4

4" 948 1547 1 2495

283112" 112 3 336

24" 6 0

TRAFFIC CONTROL TABULATION (A) T-A

TOTALSTAGE 1 STAGE 2 STAGE 3 STAGE 4

ITEM UNIT QTY QTY QTY QTY QTY QTY QTY QTY

TEMPORARY TRUNCATED DOMES LIN FT 15 85 20 50 170

TEMPORARY PEDESTRIAN RAMP EACH 3 11 14

PEDESTRIAN CHANNELIZER LIN FT 510 2200 190 2900

AUDIBLE MESSAGE DEVICE

REMOVABLE PREFORM PAVEMENT MARKING TAPE LIN FT 2680 132 2699 5511

PAVEMENT MARKING REMOVAL LIN FT 400 400 800

W24-1R/L

270 630 290 630 1820

ALL SIGN DIMENSIONS ARE IN INCHES

UNIT DAY

(A) 80% FEDERAL, 20% STATE FUNDS


SHEET NO. OF SHEETST2 T23(TH )

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STATE PROJ. NO.

23-

NO

V-2021 ALTERNATE PEDESTRIAN ROUTE LUMP SUM 1.25 .25 .25.25

SP XXXX-XX SP 0000-00 SP XXXX-XX SP 0000-00 SP XXXX-XX SP 0000-00 SP XXXX-XX SP 0000-00

LICENSED PROFESSIONAL ENGINEER - ADAM WELLNER

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CLEXISTING TH 52

STA 89+69.00 TO STA 86+68.00

30' EXISTING MAINLINE 30' EXISTING MAINLINE

4' WALKWAY 2'

CLTH 52

STA 86+68.00 TO STA 80+72.00

30' EXISTING MAINLINE 30' EXISTING MAINLINE

5' WALKWAY 2'CONSTRUCTION AREA

5'-9'

CROSS SECTION WITH PEDESTRIAN CHANNELIZERS IN PARKING LANE- STAGE 3


8' PARKING LANE

8' PARKING LANE

DRIVING LANE

10'-14'22' DRIVING LANE

2' PED CHANNELIZER 2' PED CHANNELIZER


CONSTRUCTION AREA

15' MAX

(TH 52)


SHEET NO. T3 OF SHEETST23

CLSHIFTED TH 52

17-19' DRIVING LANEDRIVING LANE

10'-12'

5'

STATE PROJ. NO. XXXX-XX


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STA 87+74.00 TO STA 84+61.00


CLEXISTING TH 52

30' EXISTING MAINLINE

2' 4' WALKWAY

STA 84+61.00 TO STA 80+72.00


CLTH 52

30' EXISTING MAINLINE

2' 5' WALKWAYCONSTRUCTION AREA

5'-9'

DRIVING LANE

10'-14'


2' PED CHANNELIZER2' PED CHANNELIZER

DRIVING LANE

10'-12'

22'-30' MAINLINE

22'-30' MAINLINE

CONSTRUCTION AREA

15' MAX

(TH 52)


SHEET NO. OF SHEETST23T4

CLSHIFTED TH 52

5'


50

SCALE IN FEET

50

SCALE IN FEET

EN

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TH 52 (MAIN STREET)

TH 52 (MAIN STREET)


ENDS MTH 20XX

SIDEW

ALK WORK AHEAD

LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME

PEDESTRIAN CHANNELIZERS

SIGN

SIDEWALK BARRICADE

SIDEWALK CONSTRUCTION

STOP

STOP



(TH-XX) SHEET NO. SHEETSOF T23T7

STAGE 3

CLOSE

D

SID

EW

ALK

SIDEWALK CLOSED

CROSS HERE

C

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LICENSED PROFESSIONAL ENGINEER


115

120

10

11

12 13 14 15

20

113114116117

118

119

110 106107108109111112113

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TH 52 (MAIN STREET)

TH 52 (MAIN STREET)

MERAKI \ EDWARD JONES \ REMAX



ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE

CO

NT

AC

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ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERECONTACT XXX-XXX-XXXX

ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE

12SW

A

LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME


SIGN

SIDEWALK BARRICADE



ENDS

MTH 20XX

SID

EW

ALK

CLOSED AHEAD

STOP

STOP

STOP




STAGE 3

CLOSE

D

SID

EW

ALK

SIDEWALK CLOSED

CROSS HERE

CL

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ED

SID

EW

AL

K

CLO

SED

SIDE

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CLOSED

SIDEWALK

C

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D

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ALK

CLOSE

D

SID

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ALK

CLOSED

SIDEWALK

CLOSED

SIDEWALK

C

LOSE

D

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ALK

CLOSED

SIDEWALK

CLOSE

D

SID

EW

ALK

C

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D

SID

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FT

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4DY

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SOUTHBOUND 4BY

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CHATFIELDCENEX

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GEORGE H. POTTER AUDITORIUM

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TH

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THI

RD

ST

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ST

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12SW

12SW


ENDS MTH 20XX

SIDEWALK WORK AHEAD


ENDS MTH 20XX

SIDEWALK WORK AHEAD

TWITFORD ST

PLACE AT

TWITFORD ST

PLACE AT


ENDS MTH 20XX

SIDEWALK WORK AHEAD

TWITFORD ST

PLACE AT CONTACT XXX-XXX-XXXX

ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE

TWITFORD ST

PLACE AT


ENDS OCT 20XX

CROSS HERE

AHEAD

SIDEWALK CLOSED


ENDS OCT 20XX

CROSS HERE

AHEAD

SIDEWALK CLOSED

CO

NT

AC

T

XX

X-

XX

X-

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ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS MTH 20XX

SIDEWALK WORK AHEAD

A

A

BUSINESSES THRU WORK AREA

PEDESTRIANS TO

PROVIDE ACCESS FOR


PEDESTRIANS TO

PROVIDE ACCESS FOR

LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME


SIGN

SIDEWALK BARRICADE



ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE

STOP

STOP

STOP




STAGE 3

CLOSED

SIDEWALK

CLOSED

SIDEWALK CLOSED

SIDEWALK

CLOSED

SIDEWALK

CLOSED

SIDEWALK

C

LOSE

D

SID

EW

ALK

CLOSED

SIDEWALK

4SW

4DY

FT

10

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EI

GH

TH

ST

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ET

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VE

NT

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RILEY FUNERAL HOME

TH 52 (MAIN STREET)

TH 52 (MAIN STREET)

+


CO

NT

AC

T

XX

X-

XX

X-

XX

XX

EN

DS

OC

T

20

XX

CR

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S

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ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

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ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE


ENDS MTH 20XX

SIDEWALK WORK AHEAD

TWITFORD ST

PLACE AT


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE

LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME


SIGN

SIDEWALK BARRICADE


STOP STOP

STOP




STAGE 3

CLOSED

SIDEWALK

CLOSE

D

SID

EW

ALK

CLOSED

SIDEWALK

CLOSED

SIDEWALK

C

LOSE

D

SID

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ENDS OCT 20XX

CROS

S HE

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12SW

A

A

24SW

24SW

LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME


SIGN

SIDEWALK BARRICADE





STAGE 3

C

LO

SE

D

SID

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K

DIS

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55 54

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58 57 56

50

SCALE IN FEET

50

SCALE IN FEET

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CE

HI

GH

SC

HO

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CARE

STEVE'S AUTO

SUBWAY

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COMPUTER DANAMICS\

TH 52 (MAIN STREET)

COFFEE

CABIN

COFFEE

CABIN CHS

TH 52 (MAIN STREET)

QUEEN

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TH

30

ST

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ENDS MTH 20XX

SIDEWALK

WORK AHEAD

SCHOOL ENT

PLACE AT


ENDS

MTH 20XX

SID

EW

ALK

WO

RK

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AD


ENDS OCT 20XX

SIDEWALK CLOSED

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CROSS HERE CONTACT XXX-XXX-XXXX

ENDS OCT 20XX

SIDEWALK CLOSED

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ENDS OCT 20XX

CROSS HERE

SIDEWALK CLOSED

CLOSE

D

SID

EW

ALK

SIDEWALK CLOSED

USE OTHER SIDE

LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME


SIGN

SIDEWALK BARRICADE


STOP




STAGE 4

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SIDEWALK CLOSED

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ENDS OCT 20XX

SIDEWALK CLOSED

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CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

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CROSS HERE


ENDS OCT 20XX

SIDEWALK CLOSED

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ENDS OCT 20XX

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CONT

ACT

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TEMP PED RAMP

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SIGN

SIDEWALK BARRICADE


STOP

STOP

STOPSTOP


STATE PROJ. NO. XXXX-XX (TH-XX) SHEET NO. SHEETSOF T23T13

STAGE 4

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A

12SW

LEGEND

MIN

18'

STOP

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STAGE 4

CLOSED

SIDEWALK

CLOSED

SIDEWALK

CLOSE

D

SID

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CLOSED

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CLOSED

SIDEWALK

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85 838486878889

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SIGN

TYPE III BARRICADE

SIDEWALK BARRICADE


50

SCALE IN FEET

50

SCALE IN FEET

ST

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FI

FT

HS

TR

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SIDEWALK CLOSED

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ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE

CO

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AC

T

XX

X-

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X-

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ENDS OCT 20XX

SIDEWALK CLOSED

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ENDS OCT 20XX

CROSS HERE

SIDEWALK CLOSED

FILLMORE ST

PLACE AT


ENDS MTH 20XX

SIDEWALK

WORK AHEAD

LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME


SIGN

SIDEWALK BARRICADE


STOPSTOP STOP

STOP




STAGE 4

CLOSE

D

SID

EW

ALK

CLOSED

SIDEWALK

C

LOSE

D

SID

EW

ALK

CLOSED

SIDEWALK

C

LOSE

D

SID

EW

ALK

CLOSE

D

SID

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ALK

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SIDEWALK

SIDEWALK CLOSED

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C

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SCALE IN FEET

TH 52 (MAIN STREET)

ROWLAND WELL


LEGEND


TEMP PED RAMP

TEMP TRUNCATED DOME


SIGN

SIDEWALK BARRICADE





STAGE 4

CLOSED

SIDEWALK

DIS

TRIC

T #:

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55 54

53

58 57 56

5' DESIRABLE

4' MINIMUM

5

4

34

OR DRIVEWAY

MINOR ROAD

5' DESIRABLE

4' MINIMUM

4

3

34

43

34

2

AHEAD

WORK

SIDEWALK

AHEAD

WORK

SIDEWALK

AHEAD

WORK

SIDEWALK

AHEAD

WORK

SIDEWALK

AHEAD

WORK

SIDEWALK

AHEAD

WORK

SIDEWALK

CONTACT 612-XXX-XXXX

ENDS OCT 20XX


ENDS OCT 20XX


ENDS OCT 20XXCONTACT 612-XXX-XXXX

ENDS OCT 20XX


ENDS OCT 20XX


ENDS OCT 20XX

ATTENUATION

TAPER AND

BARRIER WITH

TEMPORARY

5' DESIRABLE

4' MINIMUM

THOMAS STYRBICKI

LEGEND

RIGHT OF WAY

BYPASS ON ADJACENT AVAILABLE

BYPASS TYPE A BYPASS TYPE B BYPASS TYPE C

SHOULDER ON LOW-SPEED ROADWAY

SIDEWALK BYPASS USING PARKING OR

OR HIGH-SPEED ROADWAY

OR PARKING LANE ON A MULTI-LANE

SIDEWALK BYPASS USING SHOULDER

NOTES:

1.

3.

2.

TEMPORARY WALKWAY SURFACE

TEMPORARY CURB RAMP WITH DETECTABLE EDGES

AUDIBLE MESSAGE DEVICE (AMD)

CHANNELIZER

DIRECTION OF TRAFFIC

TEMPORARY BARRIER

PEDESTRIAN CHANNELIZATION DEVICE

WORK AREA

SIGN

DRIVEWAY

ROAD OR COMMERCIAL

WHEN CROSSING A MINOR

DOMES ARE REQUIRED

TEMPORARY TRUNCATED

1

1

1

1

1

1

5

4

3

2

1

3

LOWEST SIGN TO THE SHARED USE PATH SURFACE.

SHARED-USE PATH SHALL HAVE 8' MINIMUM CLEARANCE FROM THE BOTTOM OF THE

CLEARANCE FROM THE BOTTOM OF THE LOWEST SIGN TO THE SIDEWALK SURFACE.

POST-MOUNTED SIGNS LOCATED ADJACENT TO A SIDEWALK SHALL HAVE A 7' MINIMUM

CROSSWALKS.

COVER OR DEACTIVATE ANY PEDESTRIAN TRAFFIC SIGNALS CONTROLLING CLOSED

THE WALKWAY IS 48".

60" BY 60" PASSING SPACE IS REQUIRED EVERY 200'. THE MINIMUM WIDTH OF

IF A 60" PEDESTRIAN WALKWAY WIDTH ISN'T PROVIDED FOR THE ROUTE, THEN A

TEMPORARY SURFACES.

SURFACES. IF NEEDED, PROVIDE SOIL STABILIZATION TO PREVENT EROSION AROUND

IF NEEDED, PROVIDE SOIL STABILIZATION TO PREVENT EROSION AROUND TEMPORARY

MILLINGS, AND OTHER UNEVEN SURFACES ARE NOT ACCEPTABLE SURFACE MATERIALS.

ACCEPTABLE SURFACE MATERIALS FOR THE TEMPORARY WALKWAY SURFACE. GRAVEL,

BITUMINOUS, STEEL, RUBBER, WOOD (ƒ" OR THICKER), AND PLASTIC ARE

WHEELCHAIRS, WALKERS, STROLLERS, AND OTHER MOBILITY DEVICES. CONCRETE,

GROUND. THE TEMPORARY WALKWAY SURFACE WILL ALLOW NORMAL USAGE OF

WITH A SOLID BASE TO COVER SHORT SEGMENTS OF ROUGH, SOFT, OR UNEVEN

REGARDLESS OF WEATHER CONDITIONS. SUPPORT THE TEMPORARY WALKWAY SURFACE

PROVIDE A FIRM, STABLE, FREE-DRAINING, NON-SLIP, TEMPORARY WALKWAY SURFACE

THE LENGTH OF THE APR.

AVAILABLE DETOURS. PROVIDE A SMOOTH, CONTINUOUS, HARD SURFACE THROUGH

NECESSARY TO PROVIDE AN APR AT ALL TIMES FOR ROADWAYS WITH NO

DEVICES MAY BE NECESSARY TO CONTROL VEHICULAR TRAFFIC. STAGE WORK AS

TEMPORARY TRAFFIC CONTROL DEVICES FOR PEDESTRIANS ARE SHOWN. OTHER

REMAIN OPEN AT ALL TIMES.

EXISTING PEDESTRIAN FACILITIES. THE ALTERNATE PEDESTRIAN ROUTE (APR) MUST

TEMPORARY FACILITIES AND INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH

WHEN CLOSING OR RELOCATING CROSSWALKS OR SIDEWALKS, PROVIDE DETECTABLE

ON PLACEMENT AND USAGE OF TEMPORARY BARRIER.

SEE THE MOST CURRENT EDTION OF THE MNDOT TEMPORARY BARRIER GUIDANCE MANUAL FOR GUIDANCE

SIGNS FOR TEMPORARY PEDESTRIAN DETOURS.

END DATES) AND A PROJECT CONTACT NUMBER FOR 24/7 QUESTIONS OR REPORTING HAZARDS ON

INCLUDE INFORMATION SUCH AS THE DURATION OF THE WALKWAY RESTRICTIONS (BEGINNING AND/OR

SYMBOL OF ACCESSIBILITY.

FOR FULLY-ACCESSIBLE WALKWAYS THROUGH WORKZONES, CONSIDER DISPLAYING THE INTERNATIONAL

LANE OR BYPASS LANE IS 25' LONG USING FIVE EQUALLY-SPACED CHANNELIZING DEVICES.

RECOMMENDED TAPER WHEN THE CLOSED AREA WAS PREVIOUSLY USED AS AN INTERMITTENT TRAFFIC

WITH VISUAL DISABILITIES.

CONSIDER PROVIDING AN APPROVED AUDIBLE MESSAGE DEVICE OR TACTILE MESSAGE FOR PEDESTRIANS

DETOUR WITH TRAILBLAZING SIGNS.

WHERE NOT FEASIBLE TO PROVIDE AN APR ON EITHER SIDE OF THE ROADWAY, PROVIDE AN APR

OF THE ROADWAY.

WHERE NOT FEASIBLE TO PROVIDE A SAME-SIDE APR, PROVIDE AN APR DETOUR ON THE OTHER SIDE

BYPASSES.

PROVIDE THE APR ON THE SAME SIDE OF THE ROADWAY AS THE DISRUPTED ROUTE UTILIZING

THE FOLLOWING ORDER OF PREFERENCE:

MINIMIZE DISRUPTION TO PEDESTRIANS TO THE MAXIMUM EXTENT FEASIBLE BY PROVIDING AN APR IN

ON PORTABLE STAND" DETAIL ON STADARD PLAN 5-297.813.

PEDESTRIAN AROUND THE HAZARD. FOR ADDITIONAL GUIDANCE, SEE THE "DETECTABLE EDGE FOR SIGN

A HAZARD TO A VISUALLY-IMPAIRED PEDESTRIAN SHALL HAVE A DETECTABLE EDGE TO GUIDE THE

ANY PORTABLE SIGN OR BARRICADE PLACED OR STORED IN A PEDESTRIAN WALKWAY THAT COULD POSE

APR SHOULD BE KEPT FREE OF TRASH, SEDIMENT, AND DEBRIS. 6

6

6

6

SURFACES TO PREVENT EROSION, IF NEEDED.

PROVIDE SOIL STABILIZATION AROUND TEMPORARY

STATE TRAFFIC ENGINEER

APPROVED: 03-18-2021

REVISION:

BRIAN SORENSON

STATE DESIGN ENGINEER

1 OF 2STANDARD PLAN 5-297.811

TRANSPORTATION

OF

DEPARTMENT

ALTERNATE PEDESTRIAN ROUTE (APR) LAYOUTS

SHEET NO. OF SHEETSSTATE PROJ. NO.

APPROVED:

REVISED:

03-18-2021

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ENDS OCT 20XX


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SIDEWALK CLOSED

CROSS HERE

CLOSED

SIDEWALK

4

3

6

3

4

6CONTACT 612-XXX-XXXX

ENDS OCT 20XX


ENDS OCT 20XX

SIDEWALK CLOSED

AHEAD

CROSS HERE

CROSSWALK CLOSED

AHEAD

CROSS HERE

CR

OS

SW

AL

K

CL

OS

ED

AH

EA

D

CR

OS

S

HE

RE

CO

NT

AC

T

61

2-

XX

X-

XX

XX

EN

DS

OC

T

20

XX

DE

TO

UR

CLOSED

SIDE

WALK

SIDEWALK

CLOSED


ENDS OCT 20XX

AHEAD

CROSSWALK CLOSED

CROSS HERE

CROSSWALK CLOSED


ENDS OCT 20XX

AHEAD

CROSS HERE

SIDEWALK CLOSED


ENDS OCT 20XX

AHEAD

CROSS HERE

SIDEWALK CLOSED


ENDS OCT 20XX

AHEAD

CROSS HERE

5

DETOUR

5

DE

TO

UR

NOTES:

LEGEND

5

6

7

8

1

2

3

4

89

9

MID-BLOCK CROSSING.

CONSIDER THE ADDITION OF R1-6a SIGNS AS MOTORISTS ARE NOT EXPECTING

IF NOT ALREADY LIT.

CONSIDER LIGHTING AT MID-BLOCK CROSSINGS IN ORDER TO ILLUMINATE PEDESTRIANS,

BOTH BEFORE AND AFTER THE CROSSWALK FOR BOTH DIRECTIONS.

THE STOP BAR AND THE CROSSWALK. ON TWO-WAY ROADWAYS, RESTRICT PARKING

LOCATE STOP BAR 20' TO 50' BEFORE THE CROSSWALK. RESTRICT PARKING BETWEEN

ZONES DESIGN GUIDANCE DOCUMENT.

GUIDELINES CAN BE FOUND WITHIN THE PEDESTRIAN ACCOMMODATIONS THROUGH WORK

WORK ZONES WEB PAGE. ADDITIONALLY, A SUMMARY OF THE MESSAGE CONTENT

MNDOT TRAFFIC ENGINEERING WEBSITE ON THE PEDESTRIAN ACCOMMODATIONS THROUGH

BE FOUND IN "TPAR - AUDIBLE MESSAGE CONTENT GUIDELINES" AVAILABLE ON THE

REPORTING HAZARDS. TYPICAL INFORMATION INCLUDED IN AN AUDIBLE MESSAGE CAN

AND/OR END DATES) AND A PROJECT CONTACT NUMBER FOR 24/7 QUESTIONS OR

INFORMATION SUCH AS THE DURATION OF THE WALKWAY RESTRICTIONS (BEGINNING

TYPICAL SIGN MESSAGE FOR AN ALTERNATE PEDESTRIAN ROUTE SHOULD INCLUDE

LOCATED ACROSS THE ROADWAY FROM THE SIDEWALK CLOSURE.

USE PEDESTRIAN DETOUR TRAILBLAZING SIGNS IF THE PEDESTRIAN DETOUR IS NOT

INTERNATIONAL SYMBOL OF ACCESSIBILITY.

FOR FULLY ACCESSIBLE WALKWAYS THROUGH WORKZONES, CONSIDER DISPLAYING THE

PEDESTRIANS WITH VISUAL DISABILITIES.

PROVIDE AN APPROVED AUDIBLE MESSAGE DEVICE OR TACTILE MESSAGE FOR

TO FORM 36" WIDE CROSSWALK BLOCKS.

TWO TRANSVERSE LINES OR TWO STRIPS OF 18" PREFORMED MARKING MATERIAL

TEMPORARY PAVEMENT MARKINGS FOR CROSSWALKS MAY USE CROSSWALK BLOCKS,

TEMPORARY CURB RAMPS WITH DETECTABLE WARNINGS.

THOMAS STYRBICKI

OTHER SIDE OF STREET DETOUR OR DETOUR WITH TRAILBLAZING SIGNS

FOR CORNER SIDEWALK CLOSURE WITH OPTIONAL TEMPORARY CROSSWALK

TEMPORARY CURB RAMP WITH DETECTABLE EDGES

AUDIBLE MESSAGE DEVICE (AMD)

DIRECTION OF TRAFFIC

SIDEWALK BARRICADE

WORK AREA

SIGN

OTHER SIDE OF ROADWAY DETOURFOR MID-BLOCK CLOSURE

1.

2.

3.

R1-6a

5

DE

TO

UR

STATE

LAW

CROSSWALKWITHIN

STOP

FOR

ROADWAY, PROVIDE AN APR DETOUR WITH TRAILBLAZING SIGNS.

WHERE IT IS NOT FEASIBLE TO PROVIDE AN APR ON EITHER SIDE OF THE

DETOUR ON THE OTHER SIDE OF THE ROADWAY.

WHERE IT IS NOT FEASIBLE TO PROVIDE A SAME-SIDE APR, PROVIDE AN APR

ROUTE UTILIZING BYPASSES.

PROVIDE THE APR ON THE SAME SIDE OF THE ROADWAY AS THE DISRUPTED

PROVIDING AN APR IN THE FOLLOWING ORDER OF PREFERENCE:

MINIMIZE DISRUPTION TO PEDESTRIANS TO THE MAXIMUM EXTENT FEASIBLE BY

STANDARD PLAN, "DETECTABLE EDGE FOR SIGN ON PORTABLE STAND" DETAIL.

GUIDANCE SEE THE "TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) DEVICES"

DETECTABLE EDGE TO GUIDE THE PEDESTRIAN AROUND THE HAZARD. FOR ADDITIONAL

THAT COULD BE A HAZARD TO A VISUALLY-IMPAIRED PEDESTRIAN SHALL HAVE A

ANY PORTABLE SIGN OR BARRICADE PLACED OR STORED IN A PEDESTRIAN WALKWAY

SIGN TO THE SHARED-USE PATH SURFACE.

PATHS SHALL HAVE 8' MINIMUM CLEARANCE FROM THE BOTTOM OF THE LOWEST

FROM THE BOTTOM OF THE LOWEST SIGN TO THE SIDEWALK SURFACE. SHARED-USE

POST-MOUNTED SIGNS ADJACENT TO SIDEWALKS SHALL HAVE 7' MINIMUM CLEARANCE

APR SHOULD BE KEPT FREE OF TRASH, SEDIMENT, AND DEBRIS.

CLOSED CROSSWALKS.

COVER OR DEACTIVATE ANY PEDESTRIAN TRAFFIC SIGNALS CONTROLLING

TEMPORARY SURFACES.

NEEDED, PROVIDE SOIL STABILIZATION TO PREVENT EROSION AROUND

OTHER UNEVEN SURFACES ARE NOT ACCEPTABLE SURFACE MATERIALS. IF

MATERIALS FOR THE TEMPORARY WALKWAY SURFACE. GRAVEL, MILLINGS, OR

RUBBER, WOOD (3/4" OR THICKER), AND PLASTIC ARE ACCEPTABLE SURFACE

STROLLERS, AND OTHER MOBILITY DEVICES. CONCRETE, BITUMINOUS, STEEL,

SURFACE WILL ALLOW NORMAL USAGE OF WHEELCHAIRS, WALKERS,

SEGMENTS OF ROUGH, SOFT, OR UNEVEN GROUND. THE TEMPORARY WALKWAY

TEMPORARY WALKWAY SURFACE WITH A SOLID BASE TO COVER SHORT

WALKWAY SURFACE REGARDLESS OF WEATHER CONDITIONS. SUPPORT THE

THE APR. PROVIDE A FIRM, STABLE, FREE-DRAINING, NON-SLIP, TEMPORARY

PROVIDE A SMOOTH, CONTINUOUS, HARD SURFACE THROUGH THE LENGTH OF

PEDESTRIAN ROUTE (APR) AT ALL TIMES.

ROUTING. STAGE WORK AS NECESSARY TO PROVIDE AN ALTERNATE

OTHER TRAILBLAZING SIGNS OR DEVICES MAY BE NEEDED FOR ADEQUATE

TEMPORARY TRAFFIC CONTROL DEVICES FOR PEDESTRIANS ARE SHOWN.

PASSING SPACE IS REQUIRED EVERY 200'.

IF THE WIDTH OF THE DETOUR IS LESS THAN 60", A 60"-WIDE

THAN 60", THE WIDTH OF THE TEMPORARY FACILITY MAY BE 60".

EXISTING FACILITY. IF THE EXISTING FACILITY HAS A WIDTH GREATER

MINIMUM TEMPORARY WALKWAY WIDTH SHOULD BE THE WIDTH OF THE

FEATURES CONSISTENT WITH EXISTING PEDESTRIAN FACILITIES. THE

DETECTABLE TEMPORARY FACILITIES AND INCLUDE ACCESSIBILITY

WHEN CLOSING OR RELOCATING CROSSWALKS OR SIDEWALKS, PROVIDE



REVISION:

BRIAN SORENSON

STATE DESIGN ENGINEER


TRANSPORTATION

OF

DEPARTMENT

ALTERNATE PEDESTRIAN ROUTE (APR) LAYOUTS


APPROVED:

REVISED:

03-18-2021

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7

NON-SLIP SURFACE

68

9

5

94

CURB FACE

DRAINAGE

CLEAR SPACE

EDGE TREATMENT

JOINT GAP TREATMENT

EDGE TREATMENT

3

7DRAINAGE

2

1

12

1

5

1

12

CLEAR SPACE

JOINT GAP TREATMENT

DRAINAGE

EDGE TREATMENT

6

1

3

CLEAR SPACE

NON-SLIP SURFACE

6

EDGE MARKING

2" TO 4" WIDE

1

10

9

8 9

4

8

5

4

EDGE MARKING

2" TO 4" WIDE

EDGE MARKING

2" TO 4" WIDE

67

9

5

1

2

•" MAXIMUM

‚" MAXIMUM

•" MAXIMUM

‚" MAXIMUM

120

1

12

2" TO 4" WIDE EDGE MARKING

CLEAR SPACENON-SLIP SURFACE

EDGE TREATMENT6

DRAINAGE7

CURB FACE

CLEAR SPACE5

JOINT GAP TREATMENT8

EDGE TREATMENT9

1

4

2

9

5

2

2" TO 4" WIDE EDGE MARKING 6

STATE DESIGN ENGINEERTRANSPORTATION

OF

DEPARTMENT


APPROVED:

REVISED:

(TH )THOMAS STYRBICKI

NOTES:

EDGE TREATMENT

TEMPORARY WALKWAY SURFACE

TEMPORARY CURB RAMP PERPENDICULAR TO CURB

SHOWN WITH PROTECTIVE EDGE

TEMPORARY CURB RAMP PERPENDICULAR TO CURB

SHOWN WITH SIDE APRON

PARALLEL TO CURB

TEMPORARY CURB RAMP

LEADING EDGE

LEADING EDGE

ABOVE RAMP SURFACE

2" MINIMUM HEIGHT

PROTECTIVE EDGING

CROSS SLOPE 2% OR FLATTER

HEIGHT ABOVE RAMP SURFACE

PROTECTIVE EDGING 2" MINIMUM


2" TO 4" WIDE EDGE MARKING

ABOVE RAMP SURFACE

2" MINIMUM HEIGHT

PROTECTIVE EDGING


6" MINIMUM HEIGHT

DETECTABLE EDGING

48" X 48" MINIMUM LANDING AREA


ROUTE (TPAR) DEVICESTEMPORARY PEDESTRIAN ACCESS

TEMPORARY CURB RAMPS AND WALKWAY SURFACES

10

9

8

7

6

5

4

3

2

1

SURFACE BEVEL EDGE 1V:20H OR FLATTER.

BEVEL THE EDGE OF TEMPORARY WALKWAY SURFACES •" OR THINNER AT 1V:2H. FOR THICKER WALKWAY

‚" HIGH, AND BEVELED AT 1V:2H FOR LATERAL EDGES BETWEEN ‚" AND •" HEIGHT.

CHANGES BETWEEN SURFACE HEIGHTS SHALL NOT EXCEED •". USE VERTICAL LATERAL EDGES UP TO

NO LATERAL JOINTS OR GAPS BETWEEN SURFACES SHALL EXCEED •" WIDTH.

DO NOT IMPEDE WATER FLOW IN THE GUTTER SYSTEM.

THE MARKING IS OPTIONAL WHERE COLOR-CONTRASTING EDGING IS USED.

MARK THE CURB RAMP WALKWAY EDGE WITH A 2" TO 4" WIDE MARKING OF CONTRASTING COLOR.

PROVIDE A CLEAR SPACE OF AT LEAST 48" X 48" ABOVE AND BELOW THE CURB RAMP.

CONSTRUCT CURB RAMPS AND LANDINGS WITH A 2% OR FLATTER CROSS SLOPE.

LANDINGS WHERE THE WALKWAY CHANGES DIRECTION.

PLACE DETECTABLE EDGING WITH 6" MINIMUM HEIGHT AND CONTRASTING COLOR ON ALL CURB RAMP

OF 3" OR MORE.

CONSIDER PROTECTIVE EDGING WHEN CURB RAMPS OR LANDING PLATFORMS HAVE A VERTICAL DROP

HAS A VERTICAL DROP OF 6" OR GREATER OR HAS A SIDE APRON SLOPE STEEPER THAN 1V:3H.

PLACE PROTECTIVE EDGING WITH A 2" MINIMUM HEIGHT WHEN A CURB RAMP OR LANDING PLATFORM

CONSTRUCT CURB RAMPS AT LEAST 48" WIDE WITH A FIRM, STABLE, AND SLIP-RESISTANT SURFACE.

TPAR SHOULD BE KEPT FREE OF TRASH, SEDIMENT, AND DEBRIS.

CONSTRUCT SLOPES AS INDICATED OR FLATTER, BUT NOT STEEPER.



REVISION:

BRIAN SORENSON

03-18-2021

BELOW OVERHANG

FRAMED DIRECTLY

DETECTABLE EDGE

1

2

PEDESTRIAN CHANNELIZER

SIDEWALK BARRICADE

ON PORTABLE STAND

DETECTABLE EDGE FOR SIGN

CLOSED

SIDEWALK

2" MAXIMUM

HAND RAILING EDGE

•" MAXIMUM

‚" MAXIMUM

STATE DESIGN ENGINEERTRANSPORTATION

OF

DEPARTMENT


APPROVED:

REVISED:

(TH )THOMAS STYRBICKI

NOTES;

8

1

2

3

DEVICE LOCATION WHEN USED

TYPICAL AUDIBLE MESSAGE

3

2

1

WALKWAY SURFACE

6

LEADING EDGE

4 5

7

2

1

3

7

4 5

32

A PORTABLE CONCRETE BARRIER

PEDESTRIAN CHANNELIZER DEVICE USING

32" MINIMUM

2" MAXIMUM

32" MINIMUM

2" MAXIMUM

CHANNELIZERS, SIDEWALK BARRICADES, AND PORTABLE STANDS


ROUTE (TPAR) DEVICESTEMPORARY PEDESTRIAN ACCESS

48"

MIN

34" MINIMUM

9

WALKWAY

TRIP HAZARD

TYPICAL. SEE SIGNING PLAN FOR DETAILS.

STABILITY OF THE DETECTABLE EDGE SHOULD BE MAINTAINED.

AN EDGE OF THE FRAMING MAY BE REMOVED IF IT IS NOT NEEDED FOR PEDESTRIAN GUIDANCE.

PROVIDE 32" HIGH OR GREATER LONGITUDINAL CHANNELIZING DEVICES FOR PEDESTRIANS.

ACCEPTABLE SURFACE MATERIALS.

TEMPORARY WALKWAY SURFACE. GRAVEL, MILLINGS, AND OTHER UNEVEN SURFACES ARE NOT

RUBBER, WOOD (ƒ" OR THICKER), AND PLASTIC ARE ACCEPTABLE SURFACE MATERIALS FOR A

WHEELCHAIRS, WALKERS, STROLLERS, OR OTHER MOBILITY DEVICES. CONCRETE, BITUMINOUS, STEEL,

TEMPORARY WALKWAY SURFACES. TEMPORARY WALKWAY SURFACES SHALL ALLOW NORMAL USAGE OF

REGARDLESS OF WEATHER CONDITIONS PROVIDE FIRM, STABLE, FREE-DRAINING, AND NON-SLIP

HARM TO A PEDESTRIAN'S HANDS, ARMS, AND CLOTHING.

USE DEVICES FREE OF SHARP OR ROUGH EDGES, AND USE ROUNDED FASTENERS (BOLTS) TO PREVENT

GUIDELINES (PROWAG) 2005" FOR ADDITIONAL GUIDANCE ON USE OF HAND AND GUIDE RAILS.

CONTACT WITH PEDESTRIAN'S HANDS AND FINGERS. SEE "PUBLIC RIGHTS OF WAY ACCESSIBILITY

AT A HEIGHT OF 34" TO 38" ABOVE THE WALKWAY SURFACE. USE RAIL SUPPORTS THAT MINIMIZE

PLANE PERPENDICULAR TO THE WALKWAY, ABOVE THE DETECTABLE EDGE. PROVIDE CONTINUOUS RAIL

USE HAND AND GUIDE RAILS WHEN REQUIRED. INSTALL TOP RAIL OR TOP SURFACE IN A VERTICAL

DRAINAGE PURPOSES.

HEIGHT OR OPENING FROM THE WALKWAY SURFACE UP TO A MAXIMUM OF 2" IS ALLOWED FOR

DEVICES AND DETECTABLE EDGES SHALL NOT BLOCK WATER DRAINAGE FROM THE WALKWAY. A GAP

POSES A HAZARD TO A VISUALLY-IMPAIRED PEDESTRIAN.

DETECTABLE EDGE AROUND ANY PORTABLE SIGN STAND IN THE WALKWAY AREA WHERE THE SIGN

MARK DETECTABLE EDGES WITH A COLOR THAT CONTRASTS WITH THE WALKWAY SURFACE. PLACE THE

PROVIDE CONTINUOUS DETECTABLE EDGES EXTENDING AT LEAST 6" ABOVE THE WALKWAY SURFACE.

THAN ‚", BEVEL AS SHOWN IN THE TRIP HAZARD DETAIL.

INTO THE WALKWAY SHALL NOT EXCEED •" HEIGHT ABOVE THE WALKWAY SURFACE; IF GREATER

SHOULD NOT EXTEND INTO THE 48" MINIMUM WALKWAY CLEAR SPACE. ANY SUPPORT THAT EXTENDS

THE DETECTABLE EDGE OR INTEGRAL TO THE DEVICE. ANY SUPPORT ON THE FRONT OF THE DEVICE

PROVIDE DETECTABLE EDGE TO ANY TRIPPING HAZARD IN THE WALKWAY. LOCATE BALLAST BEHIND

ALLOW PEDESTRIANS TO STRAY FROM THE CHANNELIZED PATH.

USE INTERLOCKING DEVICES TO CHANNELIZE PEDESTRIAN FLOW TO PREVENT GAPS THAT COULD

PLACE SIDEWALK BARRICADES ACROSS THE ENTIRE WIDTH OF THE WALKWAYSURFACE, WHEN USED.

USE CRASHWORTHY TEMPORARY BARRIERS WHEN USED AS A PEDESTRIAN CHANNELIZERS.

SPACE WHEN LOCATED A MINIMUM OF 27" ABOVE THE WALKWAY SURFACE.

RAILINGS OR OTHER OBJECTS MAY PROTRUDE A MAXIMUM OF 4" INTO THE WALKWAY CLEAR

TPAR SHOULD BE KEPT FREE OF TRASH, SEDIMENT, AND DEBRIS.

9

8

7

6

5

4

3

2

1



REVISION:

BRIAN SORENSON

03-18-2021

notes & guidelines traffic control general …

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