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13

13NONE

NONE

{

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)

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)

MARION COUNTY

DATE

REVISIO

NS

BY

APPROVED:

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

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

2/20/2018

12:49:07

PM(01)

TI

TL

E

SH

EE

T.dgn

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.

NONE

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

N N

NN

N N

N N

N

LAT. 31°20'40.78" N LONG. 89°52'37.53" W

1 IN.= 5,961 FT.

STA. 271+83.900 BK = STA. 173+13.920 AHSTA. 425+17.600 BK = STA. 425+74.780 AHSTA. 476+58.700 BK = STA. 470+77.750 AH

(+9,869.98)(-57.18)(+580.95)

TOTAL = +10,393.750

306410/301000

CONST. 306410/301000

306410/301000

B.O.P STA. 222+85

41,274

1,242

40,032

7.817

0.235

0

7.581

MP-7013-46(008)

CONST. MP-7013-46(008)

STATE PROJECT NO. MP-7013-46(008)

P S & E DATE: 02/20/2018

E.O.P STA. 531+65

41,274 7.817

MARION COUNTY FROM JCT SR 35 (COLUMBIA) TO JEFFERSON DAVIS COUNTY LINE

S.R. 13

TITLE AND LAYOUT SHEET (1)

DETAILED INDEX (1)

GENERAL NOTES (1)

SUMMARY OF ESTIMATED QUANTITIES

PLAN-PROFILE SHEETS (14)

WK-3

WK-4

WK-5

SPECIAL DESIGN SHEETS (6)

STANDARD DRAWINGS (18)1

2

3

4

7

8

DI-1

GN-1

TS-1

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAIL OF CONSTRUCTION SIGNING DCS-1

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

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

11

12

13

PM-1

PM-5

TCP-1

TCP-6

TCP-8

6051

6055

TYPICAL SECTION SHEETS (1)

TYPICAL SECTION - MAINLINE

TRAFFIC CONTROL PLAN WITH FLAGGER

SHORT DURATION CLOSING FOR TWO-LANE TWO-WAY HIGHWAYS

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

TRAFFIC CONTROL PLANS UNEVEN PAVEMENT DETAILS

QUANTITY SHEETS (4)

ESTIMATED QUANTITY FOR TRAFFIC CONTROL SIGNING

DISTRICT 7

WK-6

WK-7

WK-8

ESTIMATED QUANTITY FOR MILLING, ASPHALT, AND GRANULAR MATERIAL

9

23

24

25

26

TCPQ-1

STA. 254+00 - STA. 185+00

STA. 185+00 - STA. 215+00

STA. 215+00 - STA. 245+00

WK-9

14

15

WK-10

STA. 245+00 - STA. 275+00

STA. 275+00 - STA. 305+00

STA. 305+00 - STA. 335+00

STA. 335+00 - STA. 365+00

STA. 365+00 - STA. 395+00

STA. 395+00 - STA. 425+00

STA. 425+00 - STA. 455+00

STA. 455+00 - STA. 479+00

STA. 479+00 - STA. 509+00

DETAIL FOR CURB AND ISLAND PAINTING

PAVEMENT MARKING LEGEND DETAILS

5

6

WK-11

WK-12

WK-13

WK-14

WK-15

WK-16

16

17

18

19

20

21

EQ-1

EQ-2ESTIMATED QUANTITY FOR GUARDRAIL

10

PAVEMENT MARKINGS LEGEND DETAILS

PM-6 6056

6061

TCP-9

TCP-12

TCP-13

TCP-15

TCP-16

6263

6365

6366

SQ-1

22

GR-4A-MOD

PMD-2

6403

UPDATE UPDATE

MARION

306410 301000

DI-1

(2) DETAIL INDEX.dgn

PM-11

SN-8C

RD-1

6317

6351

6356

6358

6359

6362

2-WAY RAISED PAVEMENT MARKERS AT INTERSECTING ROADS (2 LANES)

TYPICAL GUARDRAIL DELINEATION

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

LOCATION OF R16-3 SIGNS (SPEEDING FINES DOUBLED)

TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE

RURAL DRIVEWAYS

STA. 222+56.662 - STA. 254+00

STA. 509+00 - STA. 531+65.428

MP-7013-46(008)

MP-7013-46(008)

GUARDRAIL TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR 2 - LANE HIGHWAYS

GUARDRAIL: TYPICAL INSTALLATION FOR ROADSIDE HAZARDS ON 2-LANE, 2-WAY HIGHWAYS GR-4D 6198

GUARDRAIL: "W" BEAM (WOOD POSTS) 6201GR-1

GUARDRAIL: "W" BEAM (STEEL POSTS) GR-1B 6203

GUARDRAIL: MISCELLANEOUS HARDWARE GR-HW 6221

DCIS-1

RUMBLE STRIPE FOR 2-LANE HIGHWAYS RS-2L 27

DETAIL OF STRIPING NON-CHANNELIZED INTERSECTIONS 2-LANE HIGHWAYPMD-3 28

DETAIL OF STRIPING CHANNELIZED INTERSECTIONS 2-LANE HIGHWAY

1

1

1

FILENAME:

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

3/19/2018

8:22:03

AM(2)

DE

TAI

L I

ND

EX.dgn

2

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

REVISIONS

DATE SHEET NO. BY

FMS CON. # ____________________306410/301000

DETAIL INDEX

PS & E PLANS-DATE 03/12/2018

CO

RR

EC

TE

D

OR

DE

R

OF

SP

ECIA

L

DE

SIG

NS

CL

B

03-12 CLB

03/12

2,3,4,5,8,25,26,27

GENERAL NOTES1

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

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.

12

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

BE ABSORBED IN OTHER PAY ITEMS.

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

14

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

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,

GENERAL NOTES

17

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

FILENAME:

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

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SP

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TIO

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PL

AN

3/19/2018

8:22:05

AM(3)

General

Notes.dgn

3

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: / 306410 301000

GN-1

18

19

20

21

22

OF THE MUTCD (LATEST EDITION).

ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART 6

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

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

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

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 VERIFIED

CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.ENGINEER. ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND RELOCATED BY THESHALL REMAIN IN PLACE UNTIL NEW SIGNS ARE INSTALLED UNLESS NOTED OR DIRECTED OTHERWISE BY THE PROJECT ALL EXISTING SIGNS WHICH ARE TO BE REMOVED AS A PART OF THIS PROJECT THAT ARE NOT IN CONFLICT WITH CONSTRUCTION

AND ARE NOT A SEPARATE PAY ITEM.ALL EXISTING SIGNS AND SUPPORTS REMOVED UNDER THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR

13

CONTACT CONTRACT ADMINISTRATION DIVISION AT 601-359-7700 FOR ANY QUESTIONS REGARDING ELECTRONIC ADDENDA.

IS THE BIDDER'S RESPONSIBILITY TO CHECK AND SEE IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT. PLEASE

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

BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT WILL NO LONGER BE MAILED. ALL

23

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

ABSORBED IN OTHER PAY ITEMS.

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

ALL ASPHALT AND CONCRETE CURBS ALONG THE LOCAL ROADS FROM B.O.P TO E.O.P SHALL BE

(3)General Notes.dgn

MARION

MP-7013-46(008)

MP-7013-46(008)

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

ALL RAMPS AND DRIVEWAYS TO BE PAVED TO THE SHOULDER LINE, MINIMUM, OR FURTHER, AS DIRECTED BY THE

24 A PNEUMATIC ROLLER WILL BE REQUIRED FOR COMPACTION OF LEVELING LIFT.

THE BOP AND EOP WILL REQUIRE 1" OF MILLING (SEE TYPICAL TS-1)

SHIELDS, LEGEND, SYMBOLS, OR IMAGES WILL NOT BE ALLOWED WITHOUT WRITTEN APPROVAL FROM MDOT'S PROJECT ENGINEER. DIRECT-APPLIED LEGEND, BORDER, AND/OR SHIELDS ARE TO BE USED ON ALL GUIDE SIGNS. DIGITALLY PRODUCED SIGN COPY,

25

RS-2L (P.27)

THE DEPTH OF RUMBLE STRIPE HAS BEEN CHANGED TO 5./16" MINIMUM AND 3/8" MAXIMUM. SEE SPECIAL DESIGN

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 26

103/12

AD

DE

D

GE

NE

RA

L

NO

TE 26;

CL

B

RE

VIS

ED

GE

NE

RA

L

NO

TE 10

CL

B1

1

PERMANENT STRIPE.

PRIOR TO OPENING THE AREA TO TRAFFIC; TEMPORARY STRIPING SHALL BE PLACED IN THE SAME LOCATIONS AND LAYOUT AS

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