18,192.69

TOTAL = -13.628415+51.971 BK = 415+67.850 AH (-15.879)387+52.028 BK = 387+45.079 AH (6.949)362+74.472 BK = 362+79.170 AH (-4.698)LEFT LANE

33 34

35

31 3236

22

27

28

19

2930

24

MARTIN

LN.

RD.

RD.

22

23

EASTWILLIAMSBURG

46

48

RD.

51

RD. MOONEY

RD.

97

OR

A

98

99

100

128

11.0

84

168

CA

MERO

N-

207

CAMP

BELL

FA

LE

RR

D.

Tow

n

Cr.

Williamsburg

Terrib

le

B.O.P. STA. 345+52

E.O.P. STA. 530+00

18,434.37

18,434.37

NONE

NONE

NONE

COVINGTON COUNTYTHE JCT. OF S.R. 184 WESTTERRIBLE CREEK EAST TO

U.S. 84 BEGINNING AT

TO PRENTISS

TO

CO

LLIN

S

{

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.

3.446

0.046

3.492

3.492

241.68

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.= 1,549 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

DATE

REVISIO

NS

BY

APPROVED:

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

P S & E DATE: 9-14-17

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° 37' 35.60" N LONG. 39° 36' 49.48" W

11/8/2017

11:24:00

(01)

TI

TL

E.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

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)

N

N

N

N

N N

N

N

N

FMS. CONST. NO.: 107602 / 301000

FEDERAL AID PROJECT NO. NH-0015-02(100)

COVINGTON COUNTYNH-0015-02(100)

NH-0015-02(100)

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

111-8-17

REPLA

CED SHEET

RC

G

NH-0015-02(100) 107602/301000

rgilliam

1st o. rev.

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.

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

PERMANENT STRIPE.

THE AREA TO TRAFFIC. TEMPORARY STRIPING SHALL BE PLACED IN THE SAME LOCATION AND LAYOUT AS

TEMPORARY STRIPING IS REQUIRED IMMEDIATELY AFTER THE OVERLAYING OPERATION; OR PRIOR TO OPENING

13

15

16

TIRES OR SUITABLE MATERIAL.

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

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.

14

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

MUTCD (LATEST EDITION).

ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH THE

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

ALL LOCAL ROADS TO 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 TO BE PAVED TO THE SHOULDER LINE, MINIMUM, OR FURTHER, AS

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,

107602 301000

UPDATE UPDATE UPDATE

GENERAL NOTES

FILENAME:

DESIGN TEAM CHECKED DATEDA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBER

GN-1

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

9/14/2017

11:32

(02)gen.notes

GN-1.dgn

AM

3

STATE

MISS.

PROJECT NO.

FMS CON: /

COUNTY:

PROJ. NO.:

(02)gen.notesGN-1.dgn

NH-0015-02(100)

NH-0015-02(100)

COVINGTON

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