108099 301000

LINCOLN

NONE

NONE

NONE

CO

PIA

H C

OU

NT

Y

R 7 E

27

28

32

32

34

35

36

31

33

54

32

16

20

21

22

23

24

19

8

910

11

12

78

36

31

32

29

28

27

26

29

30

25

17

16

15

14

13

18

17

32

33

34

35

5

23

24

20

21

22

19

20

65

11

12

78

89

10

43

51

2

17

18

17

13

14

15

16

20

29

30

29

26

25

R 7 E

STA. 808+79.100 BK = STA. 808+79.830STA. 877+58.958 BK = STA. 877+58.890 AH STA. 957+57.014 BK = STA. 957+32.000 AH

STA. 1109+59.488 BK = STA. 1109+50.890 AH STA. 1134+84.300 BK = STA. 1134+45.740 AH

NB LANE SB LANE-0.730

+0.068+25.014+8.598

+35.560

TOTAL = +68.510

STA. 808+84.422 BK = STA. 808+78.830 AH STA. 856+89.702 BK = STA. 856+54.580 AH STA. 877+54.745 BK = STA. 877+58.890 AH STA. 902+58.511 BK = STA. 902+72.330 AH STA. 957+44.175 BK = STA. 952+32.000 AHSTA. 1016+14.350 BK = STA. 1016+07.830 AH STA. 1109+04.068 BK = STA. 1109+50.390 AH STA. 1135+05.640 BK = STA 1134+48.740 AH STA 1213+74.060 BK = STA. 1213+47.750 AH

+5.592+35.122

-4.145-13.819

+512.000+6.520-46.322

+56.900+26.310

TOTALS = +577.888

2,482.500

52,480.408

54,962.908

0

54,962.908 10.409

0.470

9.939

0

10.409

TO MCCOMB20+/- MILES

To Hazlehurst

23+/- MILES

IM-0055-01(115)

IM-0055-01(115)

B.O.P STA. 765+00

IM-0055-01(115)

E.O.P STA. 1308+16

BETWEEN US 84 TO THE COPIAH COUNTY LINE

INTERSTATE 55

LINCOLN COUNTY

{

EQUATIONS EXCEPTIONS

LENGTH DATA

LENGTH OF ROADWAY

LENGTH OF BRIDGES

LENGTH OF PROJECT (NET)

LENGTH OF PROJECT (GROSS)

LENGTH OF EXCEPTIONS

FT.

FT.

FT.

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.= 4,540 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

N

N

N

N

N N

N

N

NO STORMWATER PERMIT REQUIRED (<1 ACRE)

Y

S

N

REQUIRED, CNOI SUBMITTED BY MDOT

REQUIRED, SCNOI TO BE SUBMITTED BY

N

(DISTURBED AREA=5 ACRES)

CONTRACTOR (1 TO 4.99 ACRES)

COUNTY

FEDERAL AID PROJECT NO.

DATE

REVISIO

NS

BY

APPROVED:

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

P S & E DATE: 8/30/2019

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

LAT. 31°34'55" N LONG. 90°28'23" W

12/10/2019

2:55:46

PM(01)

TI

TL

E-001

P.E. SP-0055-01(115)

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.

108099 / 101000

SMITH

LOTT

SMIT

H

RO

A

DN

OR

TH

WE

ST

OLD

R

ED

ST

AR

DRIVENO

R

TH

WEST

IND

US

TRIA

LP

AR

KR

OA

DN

E

G

REEN

VIE

W

MT ZIO

N ROAD

NO

RT

HW

ES

T

UNIO

N

OL

DS

AIN

TJO

HN

PRICEDAL

IEN

NA

TRAIL

AD

NO

RT

HW

EST

NO

RT

HW

ES

T

MO

U

NT

ZIO

NR

OA

DN

ERIVER

NE

FO

REST

TRAIL

NEWSIGHT DRIVE

NE

ELISHA

NORTH

JACKSONORTH STREET

ZE

TU

SR

OA

D

NO

RT

HW

ES

T

Bayou

Pierre

Clear

Creek

little

Cree

k

We

st

B

ogue

Ch

WestBog

ue

Chitto

West

Bo

gue

Chitto

East

Bogue

C

hitto

Halbert

Branch

Ne

wSig

ht

Old R

ed Star

MO

NT

GO

ME

RY

Zetus

POP. 12,470BROOKHAVEN

51

55

550

55

184

558

51

84

583

108099 301000

UPDATE UPDATE UPDATE

UPDATE

LINCOLN

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

SUMMARY OF QUANTITIES

ESTIMATED QUANTITY FOR TRAFFIC CONTROL SIGNING

PAVEMENT MARKING DETAILS FOR 2-LANE AND 4-LANE DIVIDED HIGHWAYS

PAVEMENT MARKING DETAILS FOR INTERCHANGE ENTRANCE RAMPS (PARALLEL AND TAPER)

PAVEMENT MARKING DETAILS FOR INTERCHANGE EXIT RAMPS (PARALLEL AND TAPER)

DETAILS OF OUTSIDE LANE CLOSURE AT EXIT AND ENTRANCE RAMPS

TITLE AND LAYOUT SHEET (1)

DETAIL OF CONSTRUCTION SIGNING

TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LN. AND 4-LN DIVIDED HIGHWAYS.

DETAILED INDEX (1)

PM-1

PM-3

PM-4

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO LANE ROADS

TRAFFIC CONTROL PLAN UNEVEN PAVEMENT DETAILS

1

2

3

REV.DATE

REV.DATE

DI-1

GN-1

TS-1

TS-2

SQ-1

EQ-1

TCPQ-1

DCS-1

STA. 765+00 TO STA. 795+00

STA. 795+00 TO STA. 825+00

STA. 825+00 TO STA. 855+00

STA. 913+00 TO STA. 943+00

STA. 1057+00 TO STA. 1087+00

STA. 1116+00 TO STA. 1145+00

STA. 1175+00 TO STA. 1205+00

STA. 1205+00 TO STA. 1235+00

STA. 1235+00 TO STA. 1265+00

STA. 1265+00 TO STA. 1295+00

WK-3

WK-4

WK-6

WK-7

WK-9

PLAN & PROFILE SHEETS (19)

WK-8

WK-5

ESTIMATED QUANTITIES PERMANENT TRAFFIC STRIPE

ESTIMATED QUANTITIES TEMPORARY TRAFFIC STRIPE

ESTIMATED QUANTITIES (PUNCHOUTS)

ESTIMATED QUANTITIES (MILLING, ASPHALT, & GRANULAR MATERIAL)

TYPICAL CRC PAVEMENT REPAIR PR-1B

CONCRETE PAVEMENT JOINTS PJ-1

CONTINUOUSLY REINFORCED CONCRETE PAVEMENT 24' WIDE CRP-1

EQ-2

EQ-3

EQ-4

DISTRICT 7

STA. 943+00 TO STA. 968+00

STA. 1145+00 TO STA. 1175+00

WK-10

WK-11

WK-12

WK-13

WK-14

WK-15

WK-16

WK-17

WK-18

WK-19

WK-20

WK-21

RS-3RUMBLE STRIP DETAIL FOR OGFC OR CONCRETE ROADWAY W/ASPHALT SHOULDERS

IM-0055-01(115)

IM-0055-01(115)

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH (EXTENDED PERIOD)

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH (DAY ONLY)

TCP-4

TCP-5

SHORT DURATION CLOSING OF DIVIDED HIGHWAYS TCP-7

TCP-8

TCP-9

TCP-10

TCP-12

TCP-13

6001

6004

6051

6053

6054

6066

6354

6355

6357

6358

6359

6360

6362

6363

TYPICAL Section - Acceleration/Deceleration Lanes

9

10

11

12

13

14

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

40PAVING DETAIL AT RAMPS

TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE

LANE CLOSURE DETAILS FOR FULL DEPTH CONCRETE PAV'T REPAIR LCD-1

PLR-1

41SDTCP-16

PR-2DETAIL OF EXISTING REINFORCED CONCRETE PAVEMENT JOINT REPAIR

42

43

SPECIAL DESIGN SHEETS (10)

DI-1

Typical Section - MAINLINE

TYPICAL SECTION SHEETS (4)

TS-3 7

MISCELLANEOUS: CONSTRUCTION DETAILS MAINLINE PUNCHOUTS MCD-2

STANDARD DRAWINGS (15)

TOTAL PAGES 59

UNDERSEALING DETAIL FOR JOINTED CONCRETE PAVEMENT UDJC-1

GENERAL NOTES (2)

GENERAL NOTES

GENERAL NOTES GN-2 4

15

CONCRETE LUG ANCHORS

38

SDLA-1

39

5

6

Typical Section - BOP/EOP & APPROACH BRIDGES

Typical Section - NON-APPROACH BRIDGES TS-4 8

GUARDRAIL: TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR DIVIDED HIGHWAYS GR-4A-MOD

CONCRETE MEDIAN BARRIER (PRECAST) (32") 6226CMB-3

QUANTITY SHEETS (7)

REVISIONS

DATE SHEET NO. BY

PS & E PLANS-DATE 8/30/19

FMS CON. # 108099/301000

STA. 854+00 TO STA. 884+00

STA. 883+00 TO STA. 913+00

STA. 967+00 TO STA. 997+00

STA. 997+00 TO STA. 1027+00

STA. 1027+00 TO STA. 1057+00

STA. 1087+00 TO STA. 1117+00

STA. 1295+00 TO STA. 1308+16.510

12/10/19 CLB

SUMMARY OF QUANTITIES SQ-2

2,4,6,9

1C

LB

9.11

11/22/19 CLB9

FILE NAME:

DESIGN TEAM CHECKED DATEDA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBER

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

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

12/19/2019

9:12

(02)

DE

TAI

L I

ND

EX.dgn

AM

2

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

AD

DE

D

SQ-2 S

HE

ET

12/10

1

1

GENERAL NOTES

1

2

3

4

5

6

7

8

ALL SIGNS AND DELINEATORS THAT CONFLICT WITH THE CONSTRUCTION OF THIS PROJECT

ARE APPROXIMATE AND MAY BE ADJUSTED AS NECESSARY TO FIT FIELD CONDITIONS.

THE LOCATION AND SPACING OF SIGNS AS SHOWN ON THE TRAFFIC CONTROL PLANS

AND BORDER ON WHITE BACKGROUND.

CONTROL SIGNS EXCEPT FOR THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGEND

FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC

9

10

REPLACEMENT OR REPAIR OF DAMAGED ITEMS.

STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR

CONSTRUCTION. THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY

AS PIPES, INLETS, APRONS, BRIDGES, ETC., FROM DAMAGE WHICH MIGHT OCCUR DURING

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING STRUCTURES SUCH

11

SHALL BE REMOVED AND RESET BY THE CONTRACTOR; COST TO BE ABSORBED IN OTHER

PAY ITEMS.

SURFACE; COST TO BE ABSORBED IN OTHER PAY ITEMS.

EXISTING SHOULDER AT SUFFICIENT INTERVALS TO PREVENT POOLING OR STANDING WATER ON MILLED

WHERE MILLING OF THE ROADWAY IS REQUIRED, THE CONTRACTOR SHALL PROVIDE OUTLETS IN THE

15

16

TIRES OR SUITABLE MATERIAL.

ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK

MATERIAL BY LIGHTLY BLADING OR CLOSELY MOWING; COST TO BE ABSORBED IN OTHER PAY ITEMS.

THE GRASS ON EXISTING SHOULDERS SHALL BE REMOVED PRIOR TO THE PLACEMENT OF SHOULDER

17

APPROVED BY THE PROJECT ENGINEER.

BUT MUST BE PLACED DIRECTLY ON THE GRAVEL SHOULDER OR A ROAD WIDENER MACHINE USED AND

GRANULAR MATERIAL WILL NOT BE ALLOWED TO BE PLACED DIRECTLY ON THE SURFACE LIFT OF ASPHALT,

18

19

20

OF THE MUTCD (LATEST EDITION).

ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART VI

STORAGE OF FLAMMABLE MATERIALS WILL NOT BE ALLOWED UNDER ANY BRIDGE STRUCTURE.

VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO FABRICATION.

ALL POST, PIPE, AND I-BEAM LENGTHS IN THESE PLANS ARE ESTIMATES. POST LENGTHS FOR ALL SIGNS SHALL BE

WITH A PERMANENT MARKING STICK THAT IS WATERPROOF, FADE RESISTANT AND MARKS ON WET OR DRY SURFACES.

INSTALLATION DATES SHALL BE CLEARLY WRITTEN IN BOLD BLACK MARKINGS ON THE BACK BOTTOM HALF OF ALL SIGNS

OTHER ITEMS BID.

RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN

THE PROJECT ENGINEER. ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND

CONSTRUCTION SHALL REMAIN IN PLACE UNTIL NEW SIGNS ARE INSTALLED UNLESS NOTED OR DIRECTED OTHERWISE BY

ALL EXISTING SIGNS WHICH ARE TO BE REMOVED AS A PART OF THIS PROJECT THAT ARE NOT IN CONFLICT WITH

RESPONSIBILITY TO CHECK AND SEE IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT

BIDDER'S ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT WILL NOT BE MAILED. IT IS THE BIDDER'S

ALL ADDENDA FOR THIS PROJECT WILL BE POSTED ON WWW.MDOT.MS.GOV UNDER THE PROPOSAL ADDENDA COLUMN.

COST TO BE ABSORBED IN OTHER PAY ITEMS.

THE CONTRACTOR SHALL REMOVE EXISTING PAVEMENT MARKERS PRIOR TO PLACING ASPHALT;

MATERIAL MAY BE DELAYED FOR A PERIOD NOT TO EXCEED THREE (3) DAYS.

2. TEMPORARY EDGE LINES ON PROJECTS REQUIRING SHOULDERS CONSTRUCTED OF GRANULAR

THREE (3) DAYS FOR A TWO OR THREE LANE ROAD.

1. REPLACEMENT OF NO-PASSING STRIPES MAY BE DELAYED FOR A PERIOD NOT TO EXCEED

DISCONTINUED FOR THE DAY OR AS SOON THEREAFTER AS WEATHER CONDTIONS WILL PERMIT, EXCEPT THAT:

REMOVED DURING THE DAY'S OPERATIONS SHALL BE REPLACED WITH TEMPORARY STRIPE BEFORE WORK IS

ALL CENTERLINE, LANE LINES, EDGE LINES, AND NO-PASSING STRIPES THAT HAVE BEEN COVERED OR

TEMPORARY STRIPING SHALL BE PLACED IN THE SAME LOCATIONS AND LAYOUT AS PERMANENT STRIPE.

TEMPORARY STRIPING IS REQUIRED AFTER MILLING, PRELIMINARY LEVELING, AND OVERLAYING OPERATIONS;

TO BE ABSORBED IN OTHER PAY ITEMS.

SHALL BE PAINTED ( TWO APPLICATIONS ) WITH WHITE TRAFFIC PAINT AND TRAFFIC BEADS ; COST

ALL ASPHALT AND CONCRETE CURBS ALONG RAMPS, LOCAL ROADS, ETC. FROM B.O.P. TO E.O.P.

COST TO BE ABSORBED IN OTHER PAY ITEMS.

ENTIRE ASPHALT CURB WILL BE REMOVED AS DIRECTED BY THE ENGINEER;

IF THE ASPHALT CURB ALONG THE LOCAL ROAD IS SEVERELY DAMAGED, THE

ALL LOCAL ROADS SHALL BE PAVED TO THE R.O.W. LIMITS OR AS DIRECTED BY THE ENGINEER.

DIRECTED BY THE ENGINEER WITHIN THE LIMITS OF THE R.O.W.

ALL RAMPS AND DRIVEWAYS SHALL BE PAVED TO THE SHOULDER LINE, MINIMUM, OR FURTHER, AS14

13

12

GENERAL NOTES

FILE NAME:

DESIGN TEAM CHECKED DATEDA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBER

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

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

12/10/2019

2:55:49

PM(03)

GE

NE

RA

L

NO

TE

S.dgn

3

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

108099 301000

UPDATE UPDATE UPDATE

LINCOLN

(03)GENERAL NOTES.dgn

IM-0055-01(115)

IM-0055-01(115)

GN-1

ENGINEER.

SHIELDS, LEGEND, SYMBOLS, OR IMAGES WILL NOT BE ALLOWED WITHOUT WRITTEN APPROVAL FROM MDOT'S PROJECT

DIRECT-APPLIED LEGEND, BORDER, AND/OR SHIELDS ARE TO BE USED ON ALL GUIDE SIGNS. DIGITALLY PRODUCED SIGN COPY,

CORRESPOND WITH THE UNIQUE ID NUMBER.

NUMBER AND A DIGITAL PHOTO OF EACH SIGN SHALL BE SUBMITTED IN BITMAP FORMAT. THE PHOTO FILENAME SHALL

OR NUMBER, DIRECTION OF VEHICLE TRAVEL, AND LEGEND ON SIGN IF APPLICABLE. EACH SIGN SHALL BE ASSIGNED A UNIQUE ID

(POST, PIPE, SQUARE POST, OR I-BEAM), NUMBER OF SUPPORTS, DATE OF INSTALLATION, SIGN FACE DIRECTION, ROUTE NAME

SIGN (LATITUDE-LONGITUDE GPS COORDINATES), MUTCD SIGN CODE, SIZE, BACKGROUND AND LEGEND COLORS, SUPPORT TYPE

COPY OF A MICROSOFT EXCEL SPREADSHEET WITH THE FOLLOWING INVENTORY DATA CAPTURED FOR EACH SIGN: LOCATION OF

AFTER THE PERMANENT SIGNS HAVE BEEN INSTALLED, THE CONTRACTOR SHALL SUBMIT TO THE PROJECT ENGINEER A DIGITAL 23

24

108099 301000

UPDATE UPDATE UPDATE

LINCOLN

GENERAL NOTES

(03)GENERAL NOTES.dgn

GENERAL NOTES

GN-2

IM-0055-01(115)

IM-0055-01(115)

21

22

25

AS DIRECTED BY THE ENGINEER. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED AS DIRECTED BY THE ENGINEER.

THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR FROM ADJACENT PROJECT(S) IN IMPLEMENTING TRAFFIC CONTROL PLAN

LANE CLOSURES SHALL NOT EXCEED (3) MILES IN LENGTH.

26 ALL BRIDGES WILL REQUIRE ASPHALT UNDER GUARDRAIL AS SHOWN ON GR-4A-MOD. ALL OTHER GUARDRAIL WILL NOT REQUIRE ASPHALT.

27 GRASS IN THE ASPHALT CRACKS ON THE OUTSIDE SHOULDERS SHALL BE SPRAYED WITH APPROVED GRASS KILLER PRIOR TO FOG SEALING THE ASPHALT SHOULDERS.

28 ONCE MAINLINE MILLING BEGINS, THE ASPHALT PLACEMENT FOR MAINLINE SHALL BEGIN WITHIN FIVE CALENDAR DAYS.

REFURBISHMENT.

PICK-UP BY MDOT. MDOT RESERVES THE RIGHT TO REFUSE ANY MATERIAL THAT IS DAMAGED OR UNSUITABLE FOR

BECOME THE PROPERTY OF MDOT. CONTRACTOR SHALL ARRANGE WITH THE PROJECT ENGINEER A SUITABLE TIME FOR

AND ARE NOT A SEPARATE PAY ITEM WITH THE EXCEPTION OF THE GUIDE SIGN 0.0625" OVERLAY PANELS WHICH SHALL

ALL EXISTING SIGNS AND SUPPORTS REMOVED UNDER THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR 1

1C

HA

NGED

ASTERIS

K (*) TO IN

CHES (")

CLB

FILE NAME:

DESIGN TEAM CHECKED DATEDA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBER

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

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

12/10/2019

2:55:49

PM(03)

GE

NE

RA

L

NO

TE

S.dgn

4

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

12/10