STATE OF MISSISSIPPImdot.ms.gov/bidsystem_data/20190326/PLANDATA/107676301.pdf · 3/26/2019 · mississippi department of transportation r o a d w a y t d e s i g n d i v i s i o

{

EQUATIONS EXCEPTIONS

LENGTH DATA

LENGTH OF ROADWAY

LENGTH OF BRIDGES

LENGTH OF PROJECT (NET)

LENGTH OF PROJECT (GROSS)

LENGTH OF EXCEPTIONS

MI.

MI.

MI.

MI.

MI.

1

SCALES

PLAN

PROFILE

LAYOUT

HOR.VERT.

STATE OF MISSISSIPPI

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

1 IN.= 100 FT.

1 IN.= 100 FT.1 IN.= 10 FT.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

DESIGN CONTROL

ADT ( ) = : ADT ( ) =

DHV = : D = % T= %

MPH = V (SPEED DESIGN)

1 IN.= FT.

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

TIT

LE

PERMITS ACQUIRED BY MDOT

NATIONWIDE #14

NATIONWIDE (OTHER)*

GENERAL*

INDIVIDUAL (404)*

WETLANDS AND WATERS PERMITS

WATERS WETLANDS

APPROVED BY:

STORMWATER PERMIT

NO STORMWATER PERMIT REQUIRED (<1 ACRE)

Y

S

N

REQUIRED, CNOI SUBMITTED BY MDOT

REQUIRED, SCNOI TO BE SUBMITTED BY

(DISTURBED AREA=5 ACRES)

CONTRACTOR (1 TO 4.99 ACRES)

DATE

REVISIO

NS

BY

APPROVED:


DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER

EXECUTIVE DIRECTOR

1

STATESHEET

NO.PROJECT NUMBER

.

MISSISSIPPI

BRIDGE STRUCTURES REQ'D.

BOX BRIDGES REQ'D.

COUNTY LINE

TOWN CORPORATION LINE

SECTION LINE

RAILROAD

SURVEY LINE

BRIDGES

CONVENTIONAL SYMBOLS

EXISTING ROAD OR TRAVELED WAY

PROPOSED ROAD OR TRAVELED WAY

NOTE

INDICATES APPROXIMATE

LOCATION OF PROJECT.

PASCAGOULA

GULFPORT

LUCEDALE

HATTIESBURG

LAUREL

MC COMB

BROOKHAVEN

PORT

GIBSON

NATCHEZ

VICKSBURGFOREST

MERIDIA

N

YAZOO

CITY

KOSCIU

SKO

WEST

POINT

COLUMBUS

GREEN

WO

OD

INDIA

NO

LA

GREEN

VIL

LE

GRENADA

HOUSTON

OXFORD

BA

TES

VIL

LE

CLA

RK

DALE

HOLLY

SPRINGSNEW

ALBANY

TUPEL

O

FU

LT

ON

CORINTH

ABERDEEN

JACKSON

(APPROX. MIDDLE OF PROJECT)

STATE MAP

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

GENERAL INDEX

PROJECTTHISINCLUDED

SHEETWITHBEGIN

9001

8001

7501

7001

6001

5001

4001

3001

2001

1001

1ROADWAY . . . . . . . . . . . . . . . . . . . .

PERMANENT SIGNS . . . . . . . . . . .

TRAFFIC SIGNALS . . . . . . . . . . . . .

ITS COMPONENTS . . . . . . . . . . . . .

LIGHTING . . . . . . . . . . . . . . . . . . . .

(RESERVED) . . . . . . . . . . . . . . . . . . .

ROADWAY STANDARD DWGS . .

BRIDGE . . . . . . . . . . . . . . . . . . . . . .

CROSS SECTIONS . . . . . . . . . . . . .

BOX CULVERT STD. DRAWINGS (LRFD)

BOX CULVERT STD. DRAWINGS (STD. SPEC.)

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . .

SL SL SL

FMS CON. NO. 107676/301000

MONROE CO

B.O.P. 273+50

0

10.29

.45

9.84

10.29

FT.

FT.

FT.

54320

0

FT.

FT.

51921

2399

54320

LONG. 88 35' 45" WLAT. 33 55' 18" N

NH-0002-05(090) MONROE COUNTY

NONENONE

NONE

NONE

NH-0002-05(090)

N

N

N

N N

N

N

N

N

17

13

56

87

1

12

5

678

17

1819

202

930

31

32

36

25

24

13 12

1

26

Creek

Creek

Wolf

Creek

Cowpen

Wolf

Lake

Monroe

Creek

BMX

272.8

Wre

nWre

n

New

11.2

HIG

HW

AY

41

RD.

WH

ATLE

YR

D.

HE

RN

DO

N

LN.

MC

GH

EER

D.

McALLISTER

RD.

AD

AM

S

RA

LE

YR

D.

RD.

LIT

TLE

CO

ON

TAIL

WREN

CANFAYO

LD

WR

EN

BOX

39

41

42

43

SMITH DR.

44

45

LITTLE COONTAIL

RD.

BMX

233.9

DR.

AU

STIN

LN.

HO

LL

OW

SM

OK

EY

WREN

VILLAGE DR.

LN.

DR

YD

EN

FIE

LD

LN.

EGYPT

DR.

CE

DA

R

OL

D

E.O.P. 744+72

45

NH-0002-05(090)STATE PROJECT NO.

LIMIT TO DRYDEN RD US 45 FROM ABERDEEN CRP

P.E. NH-0002-05(090) 107676/101000

P S & E DATE: 1/17/2019

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM CHECKED DATE


RO

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DIVISIO

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MM

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AM

PM

DI-1

DETAILED INDEX

DESCRIPTION OF SHEET NO. NO.WKG. SH.

2

3TS-1

DI-1

4

PAVEMENT MARKING DETAILS FOR 2-LANE AND 4-LANE DIVIDED HIGHWAYS PM-1 6051

1

SUMMARY OF QUANTITIES SQ-1

TOTAL SHEETS = 15

QUANTITY SHEETS (1)

TYPICAL SECTION SHEET (2)

DETAILED INDEX AND GENERAL NOTES (1)

TITLE SHEET (1)

GENERAL NOTES:

1.)

2.)

TYPICAL MILLINGS AND OVERLAY SECTIONS OF MAINLINE

7

3.)

4.)

5.)

6.)

7.)

8.)

NH-0002-05(090)

COUNTY: MONROE

PROJECT NO: NH-0002-05(090)

PM-6PAVEMENT MARKING LEGEND DETAILS

8

REVISIONS

DATE SHEET NO. BY

PS & E PLANS-DATE 1/17/2019

DISTRICT 1

FMS CON. # 107676/301000

FOR ANY QUESTIONS REGARDING ELECTRONIC ADDENDA.

THIS PROJECT. PLEASE CONTACT CONTRACT ADMINISTRATION DIVISION AT 601-359-7700

RESPONSIBILTY TO CHECK AND SEE IF ANY ADDENDA HAVE BEEN POSTED FOR

TO www.mdot.ms.gov UNDER THE PROPOSAL ADDENDA COLUMN. IT IS THE BIDDER'S

WILL NO LONGER BE MAILED. ALL ADDENDA FOR THIS PROJECT WILL BE POSTED

BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT

ITEMS.

NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED

ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT.

THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE

AND BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION.

STRUCTURES SUCH AS, BUT NOT LIMITED TO, PIPES, INLETS, APRONS,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING

RECYCLED TRUCK TIRES OR OTHER SUITABLE MATERIAL.

ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM

PART VI OF THE MUTCD (LATEST EDITION).

ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH

PLANS TO BE BLACK LEGEND AND BORDER ON WHITE BACKGROUND.

AND TRAFFIC CONTROL SIGNS EXCEPT FOR THOSE DESIGNATED ON THE

FLOURESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION

UPON THE FINISHED SURFACE COURSE.

NO GRANULAR MATERIAL SHALL BE PLACED DIRECTLY

OF GRANULAR MATERIAL. COST TO BE ABSORBED IN OTHER ITEMS.

VEGETATIVE MATERIAL WILL BE REMOVED PRIOR TO PLACEMENT

SURFACE.(ABSORBED ITEM)

INTERVALS TO PREVENT POOLING OR STANDING WATER ON THE MILLED

SHALL PROVIDE OUTLETS IN THE EXISTING SHOULDERS AT SUFFICIENT

WHERE MILLING OF THE ROADWAY LANES IS REQUIRED, THE CONTRACTOR

6056

DETAIL OF CONSTRUCTION SIGNING (1)

TS-2

CS-1

2

TYPICAL MILLINGS AND OVERLAY SECTIONS

TCP-9TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO-LANE ROADS

TCP-5

PM-9

RUMBLE STRIPES 4-LANE HIGHWAYS (ASPH. LANES, 2-FT ASPH. SHLD)

SN-8BTYPICAL CROSSOVER DELINEATION

RS-2

PM-12

6059

6062

6065

6316

6355

6359

2-WAY RAISED PAVEMENT MARKERS AT INTERSECTING ROADS (4-LANE)

TYPICAL PAVEMENT MARKING DETAIL FOR MEDIAN CROSSOVERS

6363TCP-13TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE DIVIDED HIGHWAYS

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH

STANDARD DRAWINGS - ROADWAY SHEETS (9)

TYPICAL MILLINGS AND OVERLAY SECTIONS OF MAINLINE

TYPICAL MILLINGS AND OVERLAY SECTIONS

TS-3

TS-4

5

6

FMS CON: 107676/301000

TS-1

3

NOT TO SCALE

A

B

VAR. THICKNESS ASPHALT PAVEMENT IN PLACE.

VAR. THICKNESS GRANULAR MATERIAL IN PLACE.

AAB B

11 22

AAB B

11 22

AAB B

11 22

7

12

ANGLE OF REPOSE

PERMITTED

SECTION FOR 4-LANE SECTION

TYPICAL MILLING AND OVERLAY

6' 14' 14'

88' & VAR.

8'

STATE PROJECT NO.

MISS.

DA

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RE

VISIO

NB

Y

WORKING NUMBER




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Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

OVERLAY SECTIONSTYPICAL MILLING AND

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

1 1.5" & VARIABLE FINE MILLING OF BITUMINOUS PAVEMENT, ALL DEPTHS PAY ITEM NO. 406-D001.

2 1.5" ASPHALT, MT, 9.5-MM MIXTURE, PAY ITEM NO. 403-A014

3

PAY ITEM NO. 304-A003.

VARIABLE GRANULAR MATERIAL, LVM, CLASS 3, GROUP D, REQUIRED ON SHOULDERS

33

EDGESAFETYEDGE

SAFETY

30° - 35°SA

FE

TY

ED

GE

SHOULDER

OVERLAY

(NOT A PAY ITEM)

TOP 2 LIFTS ONLY

SAFETY EDGE REQ'D

AA BB

AA BB

AA BB

6'14'14'8'

3 3

EDGESAFETY EDGE

SAFETY

1

NOTE:



2

3

MATERIAL. COST TO BE ABSORBED IN OTHER ITEMS.

VEGETATIVE MATERIAL WILL BE REMOVED PRIOR TO PLACEMENT OF GRANULAR

PREVENT POOLING OR STANDING WATER ON THE MILLED SURFACE. (ABSORBED ITEM)

PROVIDE OUTLETS IN THE EXISTING SHOULDERS AT SUFFICIENT INTERVALS TO

WHERE MILLING OF THE ROADWAY LANES IS REQUIRED, THE CONTRACTOR SHALL

NH-0002-05(090)

COUNTY: MONROE


NORTH BOUND STA 273+50 - 655+01

4

SHEET 6 AND TIE-INS.

MILLING IN SOUTH BOUND LANES WILL BE FOR FAILED AREAS SHOWN ON TS-4,

5 SEE SHEET 6 FOR MILLING AND OVERLAY REQUIRED FOR THE FAILED AREAS.

FMS CON: 107676/301000

NOT TO SCALE

A

B

VAR. THICKNESS ASPHALT PAVEMENT IN PLACE.

VAR. THICKNESS GRANULAR MATERIAL IN PLACE.

AAB B

11 22

AAB B

11 22

AAB B

11 22

7

12

ANGLE OF REPOSE

PERMITTED

6' 14' 14'

88' & VAR.

8'

1


3

PAY ITEM NO. 304-A003.

VARIABLE GRANULAR MATERIAL, LVM, CLASS 3, GROUP D, REQUIRED ON SHOULDERS

33

EDGESAFETYEDGE

SAFETY

30° - 35°SA

FE

TY

ED

GE

SHOULDER

OVERLAY

(NOT A PAY ITEM)

TOP 2 LIFTS ONLY

SAFETY EDGE REQ'D

AA BB

112 2

AA BB

112 2

AA BB

112 2

6'14'14'8'

3 3

EDGESAFETY EDGE

SAFETY

1

NOTE:



2

3

MATERIAL. COST TO BE ABSORBED IN OTHER ITEMS.

VEGETATIVE MATERIAL WILL BE REMOVED PRIOR TO PLACEMENT OF GRANULAR

PREVENT POOLING OR STANDING WATER ON THE MILLED SURFACE. (ABSORBED ITEM)

PROVIDE OUTLETS IN THE EXISTING SHOULDERS AT SUFFICIENT INTERVALS TO

WHERE MILLING OF THE ROADWAY LANES IS REQUIRED, THE CONTRACTOR SHALL

NH-0002-05(090)

COUNTY: MONROE


SECTION FOR 4-LANE SECTION

TYPICAL SCRUB SEAL AND OVERLAY

SCRUB SEAL, PAY ITEM NO. 907-414-A001

4

TS-2

SOUTH BOUND STA 273+50 - 744+72

NORTH BOUND STA 655+01 - 744+72

FMS CON: 107676/301000

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER




RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

OVERLAY SECTIONS TYPICAL MILLING AND

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

5

AND OVERLAY SECTIONS

TYPICAL MILLING

TS-3

88'

100'150' 150'100'

EDGE OF PAV'T

VAR.

R.O.W.

ROAD TURNOUTS

DETAIL FOR LOCALTYPICAL CROSS-OVER SECTION

20'20' 20'20'

LOCAL ROAD WITH ISLANDS

1 2

1 2

11 1 2

22

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER




RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

1 1.5" & VARIABLE FINE MILLING OF BITUMINOUS PAVEMENT, ALL DEPTHS PAY ITEM NO. 406-D001.


NH-0002-05(090)

COUNTY: MONROE


FMS CON: 107676/301000

FAILED AREAS

1

2

SIDE VIEW

6

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TS-4


RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

MM

DD

YY

00:00

DG

NFI

LE

NA

ME

AM

PM

PARTIAL DEPTH FAILED AREA

3"

1 2

3

33

4.5'

END OF PARTIAL DEPTH FAILED AREA.

4

4

COUNTY: MONROE


NH-0002-05(090)

STA 665+70 - 713+19

STA 338+72 - 375+83

STA 387+28 - 499+92

STA 522+90 - 659+41

1.5" 9.5mm, MT, ASPHALT PAVEMENT, PAY ITEM 403-A014 REQUIRED AS PER TS-1, SHEET NO. 3.

PAPER JOINT WITH A TAPER OF 3 HORIZONTAL FEET PER EACH ONE VERTICAL INCH REQUIRED. (NOT A PAY ITEM)

1.5" 9.5mm, MT, ASPHALT PAVEMENT, PAY ITEM 403-A014 REQUIRED.

AND MAY BE MODIFIED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.PAY ITEM NO. 406-D001. PARTIAL DEPTH FAILED AREAS ARE LOCATED AT BUT NOT LIMITED TO THE FOLLOWING STATIONSPARTIAL DEPTH FAILED AREAS TO BE REMOVED A DEPTH OF 3" BY FINE MILLING OF BITUMINOUS PAVEMENT, ALL DEPTHS,

NORTH BOUND (INSIDE LANE)

SOUTH BOUND (INSIDE LANE)



FMS CON: 107676/301000

PARTIAL DEPTH FAILED AREASTYPICAL SECTION

CS-1

SIGNING

DETAIL OF CONSTRUCTION

E.

O.

P.

G20-l

MO

UN

TE

D

ON

TYPE III

BA

RRIC

AD

E (D

BL. F

AC

E)

MO

UN

TE

D

ON

TY

PE III

BA

RRIC

AD

E (D

BL.

FA

CE)

ST

ATIO

N 744

+72

CO

UN

TY

RO

AD

ROAD

AHEAD 48x48

W20-1WORK

ROAD

AHEAD 48x48

W20-1WORK

CO

UN

TY

RO

AD

U.S. HWY. 45

CO

UN

TY

RO

AD

ROAD

AHEAD 48x48

W20-1WORK

CO

UN

TY

RO

AD

CO

UN

TY

RO

AD

B.

O.

P.

ST

ATIO

N 273

+50

CO

UN

TY

RO

AD

ROAD

AHEAD 48x48

W20-1WORK

ROAD

AHEAD 48x48

W20-1WORK

ROAD

AHEAD 48x48

W20-1WORK

MO

UN

TE

D

ON

TY

PE III

BA

RRIC

AD

E (D

OU

BL

E

FA

CE)

(5

00

FT)

W20-1 (4

8

X 48)

(1

500

FT)

W20-1 (4

8

X 48)

(1

000

FT)

W20-1 (4

8

X 48)G

20-l (6

0

X 24)

(10

Miles)

MO

UN

TE

D

ON

TYPE III

BA

RRIC

AD

E (D

OU

BL

E F

AC

E)

G20-2 (4

8

X 24)

G20-2 (4

8

X 24)

(1

000

FT)

W20-1 (4

8

X 48)

(1

500

FT)

W20-1 (4

8

X 48)

(5

00

FT)

W20-1 (4

8

X 48)

W20-l (AHEAD) SIGNS REQUIRED ON CITY STREETS

OR COUNTY ROADS AS DESIGNATED BY THE ENGINEER.

16

(PAID FOR UNDER PAY ITEM NO. 618-A001)

4

4 G20-2 BARRICADES

1. ALL SIGNS, BARRICADES, AND CHANNELIZING DEVICES ARE

OF TRAFFIC.

2. THE LOCATION AND SPACING OF SIGNS, AS SHOWN ON THIS

SHEET ARE APPROXIMATE AND MAY BE ADJUSTED AS

NECESSARY TO FIT FIELD CONDITIONS.

3. W20-l

(AHEAD)SIGNS REQUIRED ON ALL COUNTY ROADS

NOTES:

TO BE PAID FOR UNDER PAY ITEM NO. 618-A001, MAINTENANCE

AS DIRECTED BY THE ENGINEER.

OF EACH WORK DAY OR EXTENDED PERIOD LANE CLOSURE.

4. (2) R16-3 ALSO TO BE PLACED IN SEQUENCE AT THE BEGINNING

AND END OF THE SCRUB SEAL SECTION AND AS NEEDED.

5. W8-7 LOOSE GRAVEL SIGNS SHALL BE PLACED AT THE BEGINNING

NH-0002-05(090)

COUNTY: MONROE


(10

MIL

ES)

ESTIMATED CONSTRUCTION SIGNS JOB TOTALS

G20-1 BARRICADES

STATE PROJECT NO.

MISS.

DA

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Y

WORKING NUMBER




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DESIG

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DIVISIO

NMIS

SIS

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OF

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SP

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N

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AN

MM

DD

YY

00:00

DG

NFI

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NA

ME

AM

PM

7

FMS CON: 107676/301000

FMS: 107676-301000

NH-0002-05(090)MISS

PROJECT NO.STATE

SUMMARY OF QUANTITIES (SHEET 1)

FinalPrelim

MONROE : 107676-301000UNITPAY ITEMPAY ITEM NO.

3,700LFRemoval of Traffic Stripe202-B240

5,500CYGranular Material, LVM, Class 3, Group D304-A003

38,500TON9.5-mm, MT, Asphalt Pavement403-A014

230,000SYFine Milling of Bituminous Pavement, All Depths406-D001

23,000GALAsphalt for Tack Coat407-A001

143,000SYScrub Seal907-414-A001

38MIRumble Strips, Ground In423-A001

1LSMaintenance of Traffic618-A001

1SFAdditional Construction Signs618-B001

1LSMobilization620-A001

38MITemporary Traffic Stripe, Continuous White619-A1001

38MITemporary Traffic Stripe, Continuous Yellow619-A2001

38MITemporary Traffic Stripe, Skip White619-A3001

14,500LFTemporary Traffic Stripe, Detail619-A5001

1,500SFTemporary Traffic Stripe, Legend619-A6001

825LF6" Inverted Profile Thermoplastic Traffic Stripe, Skip White907-624-A002

825LF6" Inverted Profile Thermoplastic Traffic Stripe, Continuous White907-624-B002

825LF6" Inverted Profile Thermoplastic Traffic Stripe, Continuous Yellow907-624-D002

OR

825LF6" High Performance Cold Plastic Traffic Stripe, Skip White628-G001

825LF6" High Performance Cold Plastic Traffic Stripe, Continuous White628-H001

825LF6" High Performance Cold Plastic Traffic Stripe, Continuous Yellow628-J001

19MI6" Thermoplastic Edge Stripe, Continuous White626-C004

19MI6" Thermoplastic Edge Stripe, Continuous Yellow626-F003

17,500LFThermoplastic Detail Stripe, White626-G002

25,000LFThermoplastic Detail Stripe, Yellow626-G003

3,300LFThermoplastic Legend, White626-H005

250EATwo-Way Clear Reflective High Performance Raised Markers627-J001

2,400EARed-Clear Reflective High Performance Raised Markers627-K001

14EADelineators, Guard Rail, White630-F006

14EADelineators, Guard Rail, Yellow630-F007

48EADelineators, Surface Mounted, Yellow630-F015

25916 tons for Mainline, 8994 tons for failed areas, 2462 tons for Aprons, 1128 tons for Crossovers

Checked Date 8

Sheet Number

Working Number

Design Team

FILENAME : SQS

County: MONROEProj No: NH-0002-05(090)

SUMMARY OF QUANTITIES


SQ-1

***

PM-1

***

PAY LENGTH

RAISED PAVEMENT MARKERS

TWO-WAY REFLECTIVE YELLOW

OMIT BROKEN LINE STRIPING

C JOINTL

**

**

**

TWO-WAY TRAFFIC

(ASPHALT OR CONCRETE PAVEMENT)

GENERAL NOTES:

**

*

*

***

MEDIAN EDGE OF TRAVEL LANE

OUTSIDE EDGE OF TRAVEL LANE

C JOINTL

*

*

CL

CL

3. SPACING OF REFLECTIVE RAISED PAVEMENT MARKERS

IS AS FOLLOWS:

4. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE REFLECTIVE

RAISED PAVEMENT MARKERS AS LISTED IN THE MDOT

"APPROVED SOURCES OF MATERIALS."

2. EDGE STRIPE SHALL BE SAME MATERIAL AS LANE-LINE

STRIPE (PAINT OR PLASTIC AS INDICATED IN PAY ITEMS).

TRAFFIC

TRAFFIC


REFLECTIVE RED-CLEAR

TRAFFIC

TRAFFIC

TANGENT SECTIONS

HORIZONTAL CURVES

INTERCHANGE LIMITS

2"

1"

1"

2"

2"

*

1"

2"

2"

t NOTE: ON THE MAIN FACILITY, REFLECTIVE RED-CLEAR RAISED

LANE-LINE(S) THROUGH ALL INTERCHANGE AREAS BEGINNING

1000' IN ADVANCE (IN DIRECTION OF TRAFFIC) OF THE EXIT RAMP

TAPER AND CONTINUING THROUGH THE INTERCHANGE TO THE

END OF THE ENTRANCE RAMP TAPER.

t

10'-0" 10'-0"

10'-0" 10'-0"

30'-0"

30'-0" 30'-0"

(TY

P.)

6"

40'-0"

40'-0"

40'-0"

40'-0"

40'-0"

80'-0"

PAVEMENT MARKERS ON A 40'-0" SPACING WILL BE REQUIRED ON

(ft-in)

RURAL AREA

(ft-in)

URBAN AREA

DA

TE

RE

VISIO

NB

Y

4-LANE WITH ONE-WAY TRAFFIC


10"

TRAFFIC

TRAFFIC

DETAIL "A"

DETAIL "A"


6" CONTINUOUS WHITE EDGE STRIPE ( )


6" CONTINUOUS WHITE EDGE STRIPE

6" CONTINUOUS YELLOW EDGE STRIPE

6" SKIP WHITE

TRAFFIC

DIRECTION OF

6" CONTINUOUS YELLOW 6" CONTINUOUS YELLOW ( )

**6" SKIP YELLOW ( )

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y MISSISSIPPI DEPARTMENT OF TRANSPORTATION

WORKING NUMBER

SHEET NUMBER

ROADWAY DESIGN DIVISIONSTANDARD PLAN

ISSUE DATE:


6051

DESIGN MANUAL, SECTION 11-1.01.

CAN BE FOUND IN THE MDOT ROADWAY

THE CRITERIA FOR NO-PASSING ZONESNOTE:

1. 2" UNLESS SHOWN ELSEWHERE ON THE PLANS. FOR

STRIPING ON RUMBLE STRIP SECTIONS REFER TO

WK. SHEETS RS-1, RS-2, AND RS-3.

2"

1"

6"

1"2"

10"

2"

DIVIDED ROADWAYS

2-LANE AND 4-LANE

DETAILS FOR

PAVEMENT MARKING

AUGUST 01, 2017

PM-6

LEGEND DETAILS

PAVEMENT MARKING

XX

TURN ARROW

THRU ARROW

COMBINATION ARROW

1-WAY ARROW

X

X

PAY QUANTITIES

LEGEND/SYMBOL

ONLY

TURN ARROW

THRU ARROW

COMB. ARROW

1-WAY ARROW

GENERAL NOTES:

23'-10"

16'-8" 7'-2"

10'-0"

AREA (ft )2

22.0

16.4

12.3

27.5

24.3

4"

4"

4" 4"

4" 4"

4" 4"

4"

4"

5'-10"

8'-

4"

8'-

4"

6'-4"

R=3'-

4"

3'-4"

R=3'-

4"

R=2'-4"

R=2'-4" 1

0'-

0"

13'-

4"

7'-6"

7'-8"

8"

8"

2'-6"

2'-

6"

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


6056

18'-

0"

5'-8"

20

4"

6'-8"

4"

LANE-REDUCTION ARROW

TR

AFFIC

16"

24"

8"

YIELD LINE

LANE REDUCTION

ARROW40.0

17'-

8"

PAY QUANTITIES FOR PAVEMENT MARKING LEGENDS ARE AS FOLLOWS:4.

SEE MUTCD, LATEST EDITION, FOR ALLOWABLE DIMENSIONS.

DIMENSIONS OF THE YIELD LINE MAY VARY WITH APPROVAL OF THE ENGINEER.3.

FOR OTHER DETAILS, SEE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.2.

AND EXTENDING THE FULL WIDTH ARE PERMITTED IN EACH LETTER.

TWO HORIZONTAL GAPS (CAUSED BY TEMPLATE CONNECTORS) OF 1•" OR LESS1.

VARIABLE (EXTEND ACROSS APPROACH LANES)

AUGUST 01, 2017

25'

25'

5'

5'

14'

14'

14'

14'

14'

14'

14'

14'

SEE DETAIL "A"

125'

10'

10'

20'

20'

SEE DETAIL "B"

DETAIL "B"

2"

DETAIL "A"

2"

88'

14'

14'

14'

14'

25'

25'

6" YELLOW 6" YELLOW

(CONT.)(EDGE)

88'

14'

14'

14'

14'

SEE DETAIL "A"

SEE DETAIL "B"

125'

THRU

TRAFFIC

10"

DETAIL "C"

SEE DETAIL "C"

THRU

TRAFFIC

SEE PM-1 FOR SPACING

12'

12'

12'

12'

20' 20'

20' 20'

5'

5'

12'

12'

12'

12'

SEE PM-1 FOR SPACING

RED-CLEAR REFL. HIGH PERFORMANCE RAISED MARKERS



RED-CLEAR REFL.

HIGH PERFORMANCE

RAISED MARKERS

RED-CLEAR REFL.

HIGH PERFORMANCE

RAISED MARKERS

RED-CLEAR REFL.

HIGH PERFORMANCE

RAISED MARKERS

2-WAY YELLOW REFL.

HIGH PERFORMANCE

RAISED MARKERS

@ 10' O.C.

YELLOW YELLOW

YELLOWYELLOW

WHITE WHITE

WHITEWHITE

MEDIAN CROSSOVERSMARKING DETAIL FOR

TYPICAL PAVEMENT

PM-9

6059

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


L L

L L

YIELD BAR (SF)

YIELD BAR (SF)

LEGEND WHITE

LEGEND WHITE

6" DETAIL WHITE

6" DETAIL WHITE

6" DETAIL YELLOW

6" DETAIL WHITE

6" DETAIL WHITE

6" SKIP WHITE

6" DETAIL WHITE

6" SKIP WHITE

6" DETAIL WHITE

(DETAIL)

6" CONT. EDGE WHITE

NOTE: SEE PM-6 FOR

YIELD BAR DETAILS

6" DETAIL WHITE

6" DETAIL YELLOW

(CONT. YELLOW)

6" EDGE STRIPE

(CONT. YELLOW)

6" EDGE STRIPE

YELLOW

6" DETAIL

YELLOW

6" DETAIL(CONT. YELLOW)

6" EDGE STRIPE

YELLOW

6" DETAIL

6" EDGE STRIPE (CONT. WHITE)


(CONT. YELLOW)

6" EDGE STRIPE

YELLOW

6" DETAIL

YELLOW

6" DETAIL

(CONT. YELLOW)

6" EDGE STRIPE

YELLOW

6" DETAIL

(CONT. YELLOW)

6" EDGE STRIPE


YELLOW

6" DETAIL

(CONT. YELLOW)

6" EDGE STRIPE

_

125'>C TO C>88'

C TO C<88'

_

L L

REFER TO OTHER SHEETS IN PLANS

NOTE: FOR WIDER C TO C SPACINGS,

AUGUST 01, 2017

PM-12

6062

6"

2"

STATE PROJECT NO.

MISS.

DA

TE

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VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


RADIUS OR TAPER

40' FROM BEGINNING OF

10'

RADIUS OR TAPER

40' FROM END OF

GENERAL NOTES:

4-LANE, TWO WAY TRAFFICMARKERS ON SIDE ROAD RADIUS

TYPICAL PLACEMENT OF RAISED PAVEMENT

DETAIL A

DIRECTION OF TRAFFIC

CONT. WHITE

SEE DETAIL "A"

ROADS (4-LANE)AT INTERSECTING

PAVEMENT MARKERS2-WAY RAISED

INTERSECTIONS TO THE LIMITS SHOWN ABOVE.

MARKERS SHALL BE INSTALLED AT SIMPLE AND CHANNELIZED4.

AND TANGENT SECTIONS OF LOCAL ROAD.

MARKERS SHALL NOT BE ROTATED WHEN BEING PLACED ALONG RADIUS3.

MARKERS SHALL BE HIGH PERFORMANCE TWO-WAY CLEAR.2.

ON STATE DESIGNATED HIGHWAYS.

MARKERS SHALL BE VISIBLE FROM THE TRAVELING MOTORIST1.

10'

AUGUST 01, 2017

**

RUMBLE STRIPS

DETAILS OF

RS-2

6065

PLAN

SECTION "A-A"

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


SH

LD

VA

RIA

BL

E

LA

NES

TR

AV

EL

SH

LD

VA

RIA

BL

E

PAVED SHLD

GRAN. MAT'L

NO SHOULDER RUMBLES

PAVED SHLD

GRAN. MAT'L

L RAMP CONSTRUCTION

NOT TO SCALE

SH

LD

VA

RIA

BL

E

LA

NES

TR

AV

EL

SH

LD

VA

RIA

BL

E

PAVED SHLD

GRAN. MAT'L

NO SHOULDER RUMBLES

GRAN. MAT'L

PAVED SHLD

SEE DETAIL "A"

L RAMP CONSTRUCTIONC C

1/2" TOLERANCE7.0"

1/2"- MAX.

3/8"- MIN.

ASPHALT SHOULDERS)2-FT OR WIDER (ASPHALT LANES,

4-LANE HIGHWAYSRUMBLE STRIPES

TRAFFIC LANEEDGE OF

DETAIL "A"

6" TRAFFIC STRIPE

AA12"

7"

12"

VA

R.

3"

VA

RIA

BL

E

SHOULDER

PAVED

EDGE OF

PAVED SHOULDERS ON THIS PROJECT

ON LEFT AND RIGHT SHOULDERS OF ALL

GROUND-IN RUMBLE STRIPES SHALL BE APPLIED

3. COST TO BE PAID FOR USING APPROPRIATE PAY ITEMS

GENERAL NOTES

1.

2.

PRIOR TO CONSTRUCTION.

ANY ROADWAY WITH EXISTING RUMBLE STRIPESC.

MAINLINE R.O.W.

RECONSTRUCTED BEYOND NORMAL

INTERSECTING ROADWAY IF OVERLAID OR B.

MAINLINEA.

4. GROUND-IN RUMBLE STRIPES SHALL BE APPLIED TO:

THE ENGINEER

NORMAL SHOULDER WIDTH AS DIRECTED BY

ROADWAYS OR OTHER INTERRUPTIONS IN

OMITTED ACROSS PUBLIC INTERSECTING

GROUND-IN RUMBLE STRIPES SHALL BE

AUGUST 01, 2017

(YELLOW)

TYPE I

(YELLOW)

TYPE I

(YELLOW)

TYPE I

(YELLOW)

TYPE I

CURB

CURB

YELLOW

YELLOW

YELLOW

SURFACED SHOULDER

LINE

SHOULDER

TYPE IITYPE II

FACE OF CURB

SHOULDER

EDGE OF SURFACED

REFLECTIVE SHEETING (YELLOW)

DELINEATOR FACES

DELINEATION

TYPICAL CROSSOVER

SN-8B

FLEXIBLE POST DELINEATOR

DETAIL OF TYPE IFLEXIBLE POST DELINEATOR

DETAIL OF TYPE II

NOTE: CARSONITE'S CURV-FLEX DELINEATOR POSTS ARE SHOWN. OTHER FLEXIBLE

POSTS THAT HAVE BEEN APPROVED FOR LISTING IN THE DEPARTMENT'S

"APPROVED SOURCE OF MATERIALS" MAY BE FURNISHED.

GENERAL NOTES:

1. THE UNIT PRICE OF DELINEATOR INCLUDES: COST(S) OF

2. DELINEATOR FACE WILL BE ENCAPSULATED LENS

REFLECTIVE SHEETING.

3. POST REQUIRING THE INSTALLATION OF A BASE SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATION.

CROSSOVER WITH USABLE SHOULDER

DELINEATOR MOUNTING ON

CURBED CROSSOVER

DELINEATOR MOUNTING ON

DELINEATOR FACE(S), POST, HARDWARE AND INSTALLATION.

3"

MIN.

3"

MIN.

12"

12"

(TY

P.)

(TY

P.)

NOTE: PLACE DELINEATORS NO MORE

EDGES.

5'-

0"

5'-

0"

5'-0"

5'-0"

5'-0"

10'-

0" T

O

10'-

0" T

O

20'-

0"

20'-

0"

(TYP.)

2'-0" TO 5'-0"

(TYP.)

2'-0" TO 5'-0"

(TYP.)

2'-0" TO 5'-0"

2'-0" TO

5'-0"

2'-0" TO

5'-0"

2'-0" TO

4'-

0"

4'-

0"

THAN 20'-0" FROM EDGE OF TRAVEL LANES

(YELLOW)

TYPE I

(YELLOW)

TYPE I

(YELLOW)

TYPE I

(YELLOW)

TYPE I

YELLOWYELLOW

YELLOW

YELLOW

6316

4. THE COLOR OF DELINEATORS SHALL BE THE COLOR OF THE

ADJACENT EDGELINE PER MUTCD SECTION 3F.03.

WITH A MEDIAN WIDTH OF 42'-0" OR LESS

TYPICAL DELINEATION AT A CURBED CROSSOVER

OF 42'-0" OR LESS

USABLE SHOULDERS AND A MEDIAN WIDTH

TYPICAL DELINEATION AT A CROSSOVER WITH

OVER 42'-0"

USABLE SHOULDERS AND A MEDIAN WIDTH

TYPICAL DELINEATION AT A CROSSOVER WITHWITH A MEDIAN WIDTH OVER 42'-0"

TYPICAL DELINEATION AT A CURBED CROSSOVER

DELINEATOR FACE

(YELLOW)

REFLECTIVE SHEETING

REFLECTIVE SHEETING (YELLOW)

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


AUGUST 01, 2017

+

+

L

*

TCP-5

TRAFFIC CONES DRUMS

TRAFFIC CONESDRUMS

+

REQUIRED)

(SEE NOTE 3 FOR TYPES

CHANNELIZING DEVICES

(1

MIL

E)

(W20-5

R)

W4-2

R

(1/2

MIL

E)

(W20-5

R)

(1500')

(W20-5

R)

(1

MIL

E)

(W20-5

L)

(1/2

MIL

E)

(W20-5

L)

(1500')

(W20-5

L)

W4-2

L

SPACE

BUFFER

LONG.

*

*SPACE

BUFFER

LONG.L

LEGEND

FLASHING ARROW PANEL (TYPE "C")

BLACK LEGEND AND BORDER ON WHITE BACKGROUND

GENERAL NOTES:

1. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREA

LAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWING

TABLE:

THE CONSTRUCTION ZONE IS MOVED AHEAD, ALL SIGNS, PLASTIC DRUMS AND ARROW BOARD

SHALL BE IN PLACE ON THE SECOND ZONE BEFORE REMOVING ANY SIGNS, PLASTIC DRUMS

5. FOR MOVING OPERATIONS (PAVING) THE CONTRACTOR SHALL HAVE TWO (2) SETS OF

ADVANCE WARNING AND REGULATORY SIGNS, PLASTIC DRUMS, AND ARROW BOARD. WHEN

OR ARROW BOARD ON THE FIRST ZONE.

OF TRAFFIC.

1000'

1000'

100'

(1 MILE MAX.)

WORK ZONE

100'

(1 MILE MAX.)

WORK ZONE

SHOULD BE LOCATED AT THE BEGINNING OF THE TAPER OR,

IF THE SHOULDER IS TOO NARROW, BEHIND THE CHANNELIZING

DEVICES IN THE CLOSED LANE.

3. CHANNELIZING DEVICE TYPES FOR:

AS APPROVED BY THE ENGINEER. FLASHING ARROW PANEL

48" X 60"

R2-1 (6

0)

48" X 60"

R2-1 (6

0)

48" X 60"

R2-1 (7

0)

48" X 60"

R2-1 (7

0)

500' 500' 500'

500' 500' 500'

600'

600'

TRAFFIC CONES (28" HEIGHT)

B. ALONG LANE LINE AND WORK ZONE- TRAFFIC CONES (28" HEIGHT MINIMUM)

C. EXIT TAPER- TRAFFIC CONES (28" HEIGHT MINIMUM)

400'

400'

OF 65 OR 70 MPH

FOR POSTED SPEED LIMIT

TRAFFIC CONTROL PLAN

LANE CLOSURE) (WORK DAY ONLY)

(MEDIAN LANE OR OUTSIDE

DIVIDED HIGHWAYS)

(INTERSTATES AND OTHER 4-LANE

OR

AN

GE P

LA

TE

FL

UO

RES

CE

NT

48" X 16"

OR

AN

GE P

LA

TE

FL

UO

RES

CE

NT

48" X 16"

OR

AN

GE P

LA

TE

FL

UO

RES

CE

NT

48" X 16"

OR

AN

GE P

LA

TE

FL

UO

RES

CE

NT

48" X 16"

6355

1600'

R16-3

500'

1600' 500'

R16-3

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


SPEED

LIMIT

60W3-5

SPEED

LIMIT

60

W3-5

4. WHEN WORK ZONE IS NO LONGER NEEDED, ALL SIGNS SHALL BE COVERED OR REMOVED

AND THE DRUMS SHALL BE MOVED TO THE SHOULDER EDGE AT THE END OF THE WORK DAY.

A. APPROACH TAPER- RETROREFLECTIVE PLASTIC DRUMS

RETROREFLECTIVE FREE-STANDING PLASTIC DRUMS

L31

L31

EDGE OF

TRAVELED WAY

7' MIN.

AND SHALL BE BLACK COPY ON FLUORESCENT ORANGE SHEETING.

6. DIAMOND SHAPED TRAFFIC CONTROL SIGNS SHOULD BE A MINIMUM OF 48" X 48".

LIMIT SIGNS AND "REDUCED SPEED AHEAD" SIGNS REQUIRED FOR LANE CLOSURE.

11. A FLUORESCENT ORANGE PLATE IS REQUIRED WITH ALL REGULATORY SPEED

12. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEET WILL NOT BE MEASURED FOR

tt NOTE:

AS DIRECTED BY THE ENGINEER.

ROADWAY GEOMETRY TO MEET SIGHT DISTANCE REQUIREMENTS,

BUFFER SPACE MAY BE ADJUSTED AS NEEDED ACCORDING TO

ttt

2. FLASHING ARROW PANEL SHOULD BE AS LEVEL AS POSSIBLE

OR AS SHOWN ELSEWHERE ON THE PLANS.*

SPEED LIMIT WILL BE 55 MPH.

LIMIT OF 70 MPH. FOR POSTED SPEED LIMIT OF 65 MPH, THE REDUCED

10. LAYOUT SHOWN ABOVE IS FOR AN INTERSTATE WITH A POSTED SPEED

REQUESTING A SPEED LIMIT REDUCTION.

WHERE THE POSTED SPEED LIMIT IS BELOW 65 MPH WITHOUT A COMMISSION ORDER

9. THIS TRAFFIC CONTROL PLAN, WITH SPEED ZONE, MAY NOT BE USED ON ANY FACILITY

AND LOCATION WILL BE DETERMINED BY THE ENGINEER.

ENTRANCE RAMP WITHIN THE SPEED ZONE. TWO (2) WILL BE REQUIRED FOR EACH RAMP

8. ADDITIONAL REDUCED REGULATORY SPEED LIMIT SIGNS ARE REQUIRED AT EACH

THE REDUCED SPEED LIMIT IS IN EFFECT. TAPE SHALL NOT BE USED ON THE FACE OF SIGN.

SPEED ZONE REDUCTION SHALL BE COVERED AS DIRECTED BY THE ENGINEER WHILE

7. ALL EXISTING SPEED LIMIT SIGNS WHICH ARE INFLUENCED BY OR CONFLICT WITH THE

HIGH AS PRACTICAL.

BOARDS USED, SHOULD BE AS

NOTE: IF VEHICLE MOUNTED ARROW

S = DESIGN SPEED OR 85TH PERCENTILE SPEED IN

2

L = WS FOR SPEEDS OF 45 mph OR GREATER

L = WS /60 FOR SPEEDS OF 40 mph OR LESS

WHERE: L = MINIMUM LENGTH OF TAPER IN FEET

W = WIDTH OF OFFSET (USUALLY LANE WIDTH) IN FEET

MILES PER HOUR

(ft)

BUFFER SPACE

LONGITUDINAL

RATES

TAPER

NOTE: TAPER RATES ARE DETERMINED USING THE FOLLOWING EQUATIONS:t

WORK ZONE

LANE LINE &

ALONG

(ft)

DEVICE SPACING

CHANNELIZING

MAXIMUM

TAPER

DESIGN SPEED

AND/OR

POSTED SPEED

-

mph

70

65

60

55

50

45

<40

70

65

60

55

50

45

40

140

130

120

110

100

90

80

730

645

570

495

425

360

305

70:1

65:1

60:1

55:1

50:1

45:1

27:1

SEPARATE PAYMENT. THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR MAINTENANCE

AUGUST 01, 2017

MOBILE OPERATIONS ON MULTILANE ROAD MOBILE OPERATIONS ON TWO-LANE ROAD

MOBILE OPERATIONS ON TWO-LANE ROADMOBILE OPERATIONS ON MULTILANE ROAD

MESSAGE SIGN IS OPTIONAL

NOTE: USE OF CHANGEABLE

SHOULD PULL OVER PERIODICALLY TO ALLOW TRAFFIC TO PASS. IF THIS CAN

NOT BE DONE FREQUENTLY, AS AN ALTERNATIVE, A "DO NOT PASS" SIGN MAY BE

PLACED ON THE REAR OF THE VEHICLE BLOCKING THE LANE.

ARE USED TO WARN TRAFFIC OF THE OPERATION AHEAD. WHENEVER ADEQUATE

OF VERTICAL OR HORIZONTAL CURVES THAT RESTRICT SIGHT DISTANCE.

OR OPPOSING TRAFFIC MAY BE USED. POLICE PATROL CARS MAY BE USED FOR THIS PURPOSE.

AND MAY BE USED ON THE WORK VEHICLE.

VEHICLES SHALL BE EQUIPPED WITH TWO HIGH-INTENSITY FLASHING

TO THE REAR.

MAINTENANCE OF TRAFFIC.

TWO-LANE ROADS

AND

MULTILANE ROADS

MOBILE OPERATIONS

TRAFFIC CONTROL PLAN

1. VEHICLES USED FOR THESE OPERATIONS SHOULD BE MADE HIGHLY VISIBLE

WITH APPROPRIATE EQUIPMENT, SUCH AS FLASHING LIGHTS, ROTATING

BEACONS, FLAGS, SIGNS, OR ARROW PANELS.

TRUCK-MOUNTED ATTENUATOR (TMA).

WORK OPERATION SO AS TO PROVIDE ADEQUATE SIGHT DISTANCE FOR TRAFFIC

APPROACHING FROM THE REAR.

8. WORK SHOULD NORMALLY BE DONE DURING OFF-PEAK HOURS.

FOR MAINTENANCE OF TRAFFIC.

ACCORDANCE WITH THE CRITERIA PRESENTED IN THE MUTCD.

7. ARROW PANELS SHALL BE AS A MINIMUM TYPE B, 60" X 30" IN

SHOULD MAINTAIN THE MINIMUM DISTANCE AND PROCEED AT THE SAME SPEED AS

PANELS

FLASHING ARROW

TRUCK-MOUNTED

6359

WORK VEHICLE

SHADOW VEHICLE 1

SHADOW VEHICLE 2

ATTENUATOR

TRUCK-MOUNTED

WORK VEHICLE

SHADOW VEHICLE

2. SHADOW VEHICLE 2 SHOULD BE EQUIPPED WITH AN ARROW PANEL

AND TRUCK MOUNTED ATTENUATOR (TMA). AN APPROPRIATE LANE

CLOSURE SIGN SHOULD BE PLACED ON SHADOW VEHICLE 2

SO AS NOT TO OBSCURE THE ARROW PANEL.

3. SHADOW VEHICLE 1 SHOULD BE EQUIPPED WITH AN ARROW PANEL AND

4. SHADOW VEHICLE 2 SHOULD TRAVEL AT A VARYING DISTANCE FROM THE

5. WHEN ADEQUATE SHOULDER WIDTH IS NOT AVAILABLE, SHADOW VEHICLE 2

SHOULD BE ELIMINATED.

6. ON HIGH-SPEED ROADWAYS, A THIRD SHADOW VEHICLE SHOULD BE USED

LANE, AND VEHICLE 1 IN THE CLOSED LANE).

10. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEET WILL NOT BE MEASURED

7. ARROW BOARD TO BE USED IN CAUTION MODE.

8. ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS SHEET WILL NOT BE MEASURED

1. WHERE PRACTICAL AND WHEN NEEDED, THE WORK AND SHADOW VEHICLES

2. THE DISTANCE BETWEEN THE WORK AND SHADOW VEHICLES MAY VARY ACCORDING

3. ADDITIONAL SHADOW VEHICLES TO WARN AND REDUCE THE SPEED OF ONCOMING

TO TERRAIN, PAINT DRYING TIME, AND OTHER FACTORS. SHADOW VEHICLES

5. THE WORK VEHICLE SHALL BE EQUIPPED WITH BEACONS, AND THE SHADOW

4. A TRUCK-MOUNTED ATTENUATOR (TMA) SHOULD BE USED ON THE SHADOW VEHICLE

THE WORK VEHICLE. THE SHADOW VEHICLE SHOULD SLOW DOWN IN ADVANCE

STOPPING SIGHT DISTANCE EXISTS TO THE REAR, THE SHADOW VEHICLE

VEHICLES SHALL DISPLAY FLASHING OR ROTATING BEACONS BOTH FORWARD AND

LIGHTS MOUNTED ON THE REAR, ADJACENT TO THE SIGN. SHADOW AND WORK

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


ATTENUATOR

TRUCK-MOUNTED

PANEL

FLASHING ARROW

TRUCK-MOUNTED

SHORT DURATION OPERATION

OPTIONAL SIGN FOR

TO TYPE OF WORK

LEGEND APPROPRIATE

USE SIGN SHAPE AND

NOTES FOR MULTILANE LANE OPERATION:

NOTES FOR TWO-LANE OPERATION:

TCP-9

(i.e., VEHICLE 3 ON THE SHOULDER (IF PRACTICAL), VEHICLE 2 IN THE CLOSED

9. VEHICLE-MOUNTED SIGNS SHOULD BE MOUNTED WITH THE BOTTOM OF THE SIGN LOCATED

AT A MINIMUM HEIGHT OF 48" ABOVE THE PAVEMENT AND SHALL NOT BE OBSCURED BY

WORK IS NOT IN PROGRESS.

EQUIPMENT OR SUPPLIES. SIGN LEGENDS SHALL BE COVERED OR TURNED FROM VIEW WHEN

6. VEHICLE-MOUNTED SIGNS SHOULD BE MOUNTED WITH THE BOTTOM OF THE SIGN LOCATED

WORK IS NOT IN PROGRESS.

EQUIPMENT OR SUPPLIES. SIGN LEGENDS SHALL BE COVERED OR TURNED FROM VIEW WHEN

AT A MINIMUM HEIGHT OF 48" ABOVE THE PAVEMENT AND SHALL NOT BE OBSCURED BY

FOR SEPARATE PAYMENT. THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR SEPARATE PAYMENT. THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR

AUGUST 01, 2017

***

***


TWO-WAY REFLECTIVE YELLOW

OMIT BROKEN LINE STRIPING

C JOINTL

**

**

YELLOW ( )**

TWO-WAY TRAFFIC

(ASPHALT OR CONCRETE PAVEMENT)

GENERAL NOTES:

**

*

*

***

MEDIAN EDGE OF TRAVEL LANE


C JOINTL

*

*

CL

CL

IS AS FOLLOWS:

RAISED PAVEMENT MARKERS AS LISTED IN THE MDOT

"APPROVED SOURCES OF MATERIALS."

2. EDGE STRIPE SHALL BE SAME MATERIAL AS LANE-LINE

TRAFFIC

TRAFFIC


REFLECTIVE RED-CLEAR

TRAFFIC

TRAFFIC

TANGENT SECTIONS

HORIZONTAL CURVES

INTERCHANGE LIMITS

4"

2"

2"

3"

3"

*

2"

3"

3"

t NOTE: ON THE MAIN FACILITY, REFLECTIVE RED-CLEAR RAISED

LANE-LINE(S) THROUGH ALL INTERCHANGE AREAS BEGINNING

1000' IN ADVANCE (IN DIRECTION OF TRAFFIC) OF THE EXIT RAMP

TAPER AND CONTINUING THROUGH THE INTERCHANGE TO THE

END OF THE ENTRANCE RAMP TAPER.

t

10'-0" 10'-0"

10'-0" 10'-0"

30'-0"

30'-0" 30'-0"

(TY

P.)

4"

1. 3" UNLESS SHOWN ELSEWHERE ON THE PLANS.

40'-0"

40'-0"

40'-0"

40'-0"

40'-0"

80'-0"

PAVEMENT MARKERS ON A 40'-0" SPACING WILL BE REQUIRED ON

(ft-in)

RURAL AREA

(ft-in)

URBAN AREA

4-LANE WITH ONE-WAY TRAFFIC


12"

TRAFFIC

TRAFFIC

DETAIL "A"

2"

DETAIL "A"


STRIPE (PAINT OR TAPE AS INDICATED IN PAY ITEMS).

MARKINGS ARE TO REMAIN IN PLACE OVER 3 MONTHS

REFLECTIVE RAISED PAVEMENT MARKERS TO BE USED IF TEMPORARY

DIVIDED HIGHWAYS

2-LANE AND 4-LANE

TRAFFIC CONTROL

TEMPORARY STRIPING FOR

PAY LENGTH

**

TRAFFIC

DIRECTION OF

4" SKIP YELLOW ( )4" CONTINUOUS YELLOW



4" CONTINUOUS WHITE EDGE STRIPE

4" SKIP WHITE

4" CONTINUOUS YELLOW EDGE STRIPE

6363

3.

4. SPACING OF REFLECTIVE RAISED PAVEMENT MARKERS

5. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE REFLECTIVE

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB


WORKING NUMBER

SHEET NUMBER


ISSUE DATE:


TCP-13

3"

12"

3"

4"

2"

4"

AUGUST 01, 2017

Documents

STATE OF MISSISSIPPImdot.ms.gov/bidsystem_data/20190326/PLANDATA/107676301.pdf · 3/26/2019 · mississippi department of transportation r o a d w a y t d e s i g n d i v i s i o