Date:

(ROADWAY ONLY)

DESOTO COUNTYI-269 AT ROSS ROAD CUL-DE-SAC

DATE

REVISIO

NS

BY

APPROVED:

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

{

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

1

STATESHEET

NO.

SCALES

PLAN

PROFILE

LAYOUT

HOR.VERT.

STATE OF MISSISSIPPI

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

DESOTO COUNTY

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

DESIGN CONTROL

ADT ( ) = : ADT ( ) =

DHV = : D = % T= %

MPH = V (SPEED DESIGN)

BRIDGE STRUCTURES REQ'D.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

IN

DIA

NO

LA

GREEN

VIL

LE

GRENADA

HOUSTON

OXFORD

BA

TES

VILLE

HOLLY

SPRINGSNEW

ALBANY

TUP

EL

O

FU

LT

ON

CORINTH

ABERDEEN

JACKSON

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

BOX BRIDGES REQ'D.

PERMITS ACQUIRED BY MDOT

NATIONWIDE #14

NATIONWIDE (OTHER)*

GENERAL*

INDIVIDUAL (404)*

WETLANDS AND WATERS PERMITS

WATERS WETLANDS

* ACQUISITION OF PERMITS FOR TEMPORARY IMPACTS DURING

CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR

APPROVED BY:

STORMWATER PERMIT

NO STORMWATER PERMIT REQUIRED (<1 ACRE)

Y

S

N

REQUIRED, CNOI SUBMITTED BY MDOT

REQUIRED, SCNOI TO BE SUBMITTED BY

(NECESSARY FOR ULTIMATE IMPROVEMENTS ONLY):

(APPROX. MIDDLE OF PROJECT)

STATE MAP

LAT. 34°52'08.16" LONG. 89°50'53.14"

(DISTURBED AREA=5 ACRES)

CONTRACTOR (1 TO 4.99 ACRES)

MISSISSIPPI

PROJECT NUMBER

P S & E DATE:

DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER

EXECUTIVE DIRECTOR

CL

AR

KS

DALE

GENERAL INDEX

PROJECTTHISINCLUDED

SHEETWITHBEGIN

9001

8001

7501

7001

6001

5001

4001

3001

2001

1001

1

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . .

. . . . . . .

ROADWAY . . . . . . . . . . . . . . . . . . . .

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

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

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

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

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

ROADWAY STANDARD DWGS . .

STRUCTURES . . . . . . . . . . . . . . . . . . . .

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

BOX CULVERT STD. DRAWINGS (LRFD)

BOX CULVERT STD. DRAWINGS (STD. SPEC.)

NONE

NONE

NONE NONE

1 IN.= 50 FT.

1 IN.= 50 FT.1 IN.= 5 FT.

STA. 16+74.74

B.O.P.

225.26

225.26

0.0427

0.0427

STA. 19+00.00

E.O.P.

3

SP-9999-02(013)

107620/201000FMS. CONST. NO.107620/301000FMS. R.O.W. NO.

P.E. SP-9999-02(013) 107620/101000

SP-9999-02(013)

STATE PROJECT NO. SP-9999-02(013)

COUNTY LINE

TOWN CORPORATION LINE

SECTION LINE

RAILROAD

SURVEY LINE

BRIDGES

CONVENTIONAL SYMBOLS

EXISTING ROAD OR TRAVELED WAY

PROPOSED ROAD OR TRAVELED WAY

SL SL SL

1 IN.= 200 FT.

08/10/2017

S

8/10/17

N

N

N

N

N

N

N

N

PO

T

St

a. 0

+0

0.0

00

0

PC

St

a. 1+

40.4

74

5

PT

St

a. 6

+14.2

25

PC

St

a. 8

+4

9.5

05

10

PT

St

a. 13

+6

0.17

3

1520

PC

St

a. 2

3+

28.5

00

25

PT

St

a. 2

8+

47.9

83

30

PC

St

a. 3

0+

08.12

5

35

PT

St

a. 3

5+

98.7

83

200-

DE

FA

UL

T202-

DE

FA

UL

T 203-

DE

FA

UL

T

PO

T

St

a. 15

+0

0.0

00

15

PO

T

St

a. 19

+0

0.0

00

PO

T

St

a. 11+

50.0

00

15

44

0

44

5

PC Sta. 445+21.149

EL. 3

19.1

0

POND

M

M

M

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

Date: 08/10/17

DETAILED INDEX

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM Michael BakerCHECKED KJC DATE 2017

DI-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

8/9/2017

2:01

DI-1.dgn

PM

SP-9999-02(013)

I-269 AT ROSS ROAD

CUL-DE-SAC

DI-1.DGN

2

COUNTY:

FMS CON: 107620/301000

SP-9999-02(013)

DESOTO

PROJ. NO.:

REVISIONS

DATE SHEET NO. BY

PS & E PLANS-DATE 8/10/17

FMS CON. # 107620/301000

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM Michael BakerCHECKED KJC DATE 2017

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

8/9/2017

2:02

GN-1.dgn

PM

SP-9999-02(013)

I-269 AT ROSS ROAD

CUL-DE-SAC

GENERAL NOTES

GN-1.DGN

3

COUNTY:

FMS CON: 107620/301000

SP-9999-02(013)

DESOTO

PROJ. NO.:

1

2

3

4

5

6

7

10

11

12

13

14

15

AS NECESSARY TO FIT FIELD CONDITIONS.

THE LOCATION AND SPACING OF SIGNS, SHOWN ON THE TRAFFIC CONTROL PLANS, ARE APPROXIMATE AND MAY BE ADJUSTED

WITH PART VI OF THE MUTCD (LATEST EDITION).

ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY

ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK TIRES OR OTHER SUITABLE MATERIAL.

25 % SHRINKAGE FACTOR USED IN THE EARTHWORK CALCULATIONS IS FOR DESIGN ESTIMATING PURPOSES ONLY.

AND BRIDGE CONSTRUCTION, THE COST OF WHICH WILL BE ABSORBED IN OTHER ITEMS BID.

BACKFILLED AND TAMPED IN ACCORDANCE WITH SECTION 203 OF THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD

VOIDS CREATED BY THE REMOVAL OF, BUT NOT LIMITED TO, POSTS, CONCRETE ANCHORS, AND FOOTINGS SHALL BE

WIRE FENCE BACKING WILL BE REQUIRED FOR ALL SILT FENCE. (SEE WK. NO. ECD-3)

ALL POST LENGTHS FOR SIGNS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION.

THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGEND AND BORDER ON WHITE BACKGROUND.

FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC CONTROL SIGNS EXCEPT FOR

SHALL BE ABSORBED IN THE COST FOR NON-CONCRETE PIPE.

THE COST OF ANY COLLARS REQUIRED TO CONNECT CONCRETE FLARED END SECTIONS TO NON-CONCRETE PIPE SECTIONS

NOT APPLY TO THE CURRENT PHASE

THE CONTRACTOR SHALL COVER ANY TEMPORARY TRAFFIC CONTROL SIGNS SHOWN IN THE TRAFFIC CONTROL PLAN THAT DO

FOR LIST OF PUBLIC UTILITIES, SEE BELOW.

8

OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED ITEMS.

THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE

INLETS, APRONS, RAILROAD SIGNALS & SURFACES AND BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STRUCTURES SUCH AS, BUT NOT LIMITED TO, PIPES,

GENERAL NOTES GENERAL NOTES (CONT.)

1-800-227-6477

MISSISSIPPI ONE CALL

662-429-9509

HERNANDO, MS

1481 BYHALIA ROAD

NORTH MS UTILITY COMPANY

662-429-5590

HERNANDO, MS

365 LOSHER STREET, SUITE 310

DESOTO COUNTY REGIONAL UTILITY AUTHORITY

662-838-2151

OLIVE BRANCH, MS

6820 COCKRUM STREET

NORTH CENTRAL MS ELECTRIC POWER ASSOC.

1-800-368-3749

ENTERGY CORPORATION

1-888-286-6700

DALLAS, TX 75265-0205

P.O. BOX 650205

ATMOS ENERGY

1-800-366-8201

CENTURYTEL / CENTURYLINK

1-866-620-6900

AT&T

662-892-9350

OLIVE BRANCH, MS

9200 PIGEON ROOST RD

CITY OF OLIVE BRANCH

901-365-1770

MEMPHIS, TN 38125

3251 PLAYERS CLUB PARKWAY

COMCAST CABLE TV

PUBLIC UTILITIES

FIELD LOCATED IN ADVANCE OF CONSTRUCTION.

THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE UNDERGROUND UTILITY LINES

RIGHT-OF-WAY. THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE.

PERMITS ARE ON FILE WITH THE DEPARTMENT SHOWING THE APPROXIMATE LOCATION OF UTILITIES RELOCATED WITHIN THE

AVAILABLE TO THE ENGINEER. UTILITIES THAT WERE FOUND TO BE IN CONFLICT WITH CONSTRUCTION HAVE BEEN RELOCATED.

UTILITIES ON THE PLAN AND PROFILE SHEETS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST INFORMATION

EXCEPT AS PROVIDED BY SPECIFIC PAY ITEMS INCLUDED IN THE PLANS.SOME WORK IS REQUIRED OUTSIDE THE PROJECT LIMITS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR SUCH WORK9

THE PUBLIC THAT MAY BE ABOVE THE EXCAVATION OR ANY STRUCTURES ADJACENT TO THE EXCAVATION.

SYSTEM THAT IS DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION,

EXERCISED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING WHAT BRACING, SHORING, OR GROUND SUPPORT

PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURING EXCAVATION REQUIRES THAT EXTREME CAUTION BE

WORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF TRAFFIC AND ADJACENT

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM Michael BakerCHECKED KJC DATE 2017

GN-2

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

8/9/2017

2:02

GN-2.dgn

PM

SP-9999-02(013)

I-269 AT ROSS ROAD

CUL-DE-SAC

GENERAL NOTES

GN-2.DGN

4

COUNTY:

FMS CON: 107620/301000

SP-9999-02(013)

DESOTO

PROJ. NO.:

16

18

12

22

23

24

THE CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.

ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION OF THIS PROJECT SHALL BE REMOVED AND RELOCATED BY

BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN PRIOR TO SUBMITTING FOR APPROVAL.

WORK AND MAINTAIN THE PLAN DURING CONSTRUCTION. ANY ADDITIONAL SILT BASINS NOT SHOWN IN THE PLANS SHALL

DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN PRIOR TO COMMENCEMENT OF

OF THE CONTRACTOR TO ENSURE THAT SILT DOES NOT LEAVE THE RIGHT OF WAY OR CONTAMINATE WATERS OF THE U. S.

THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM REQUIREMENT. IT IS THE RESPONSIBILITY

NECESSARY WITH THE APPROVAL OF THE PROJECT ENGINEER.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFICATION OF EXISTING GRADES AND MAKING ADJUSTMENTS AS

OTHER ITEMS OF WORK.

ALL ITEMS OF WORK ASSOCIATED WITH THE INSTALLATION OF A CONSTRUCTION ENTRANCE SHALL BE ABSORBED IN

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

ERECTION DATES ARE TO BE LEGIBLY WRITTEN IN BOLD, BLACK MARKINGS ON THE BACK OF ALL PERMANENT SIGNS WITH A

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

BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT WILL NOT BE MAILED.

ALL ADDENDA TO THESE PLANS WILL BE POSTED TO WWW.MDOT.MS.GOV UNDER THE PROPOSAL ADDENDA COLUMN.

CONTINUOUS MAIL SERVICE THROUGHOUT THE LIFE OF THE PROJECT. THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.

THE CONTRACTOR SHALL BE RESPONSIBILE FOR MAINTAINING AND RELOCATING MAILBOXES AS NECESSARY TO MAINTAIN

PLACEMENT OF THE EXISTING TOPSOIL IS TO BE ABSORBED IN OTHER EARTHWORK ITEMS.

(SEE WK. SH. VS-1). EXISTING TOPSOIL AND ALL COSTS ASSOCIATED WITH STRIPPING, HAULING, STOCKPILING, AND

OR OTHERWISE PROTECTED, IN ACCORDANCE WITH SECTION 211 OF THE SPECIFICATIONS, OR THE VEGETATION SCHEDULE

GRADING OPERATIONS ARE COMPLETED, SAID TOPSOIL SHALL BE PLACED ON ALL AREAS THAT ARE NOT TO BE PAVED

PRIOR TO EARTHWORK OPERATIONS, THE EXISTING TOP 4" TOPSOIL IS TO BE STRIPPED AND STOCKPILED. AFTER THE

20

IT IS THE END USERS RESPONSIBILITY TO ENSURE ALL ELEMENTS ARE INTERPRETED CORRECTLY REGARDLESS OF COLOR.

USERS OF THESE DRAWINGS. ALTHOUGH THE INTENT IS TO CATEGORIZE EVERYTHING AS EITHER EXISTING OR PROPOSED,

IF COLORS ARE USED ON PLAN/PROFILE SHEETS, THEY ARE INTENDED TO VISUALLY EASE THE LOCATION OF ELEMENTS FOR

19

GENERAL NOTES (CONT.)

17