{

EXCEPTIONS

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

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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

DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER

EXECUTIVE DIRECTOR

1

STATESHEET

NO.PROJECT NUMBER

.

MISSISSIPPI

/

BRIDGE STRUCTURES REQ'D.

BOX BRIDGES 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

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. N 30°23'59" LONG. W 88°53'42"

7/8/2021

4:31

title_sh.dgn

PM

P.E.

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.)

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . .

/

FMS CON. NO.

HSIP-0110-01(030)

NONE

NONE

NONE

US 90 WESTBOUND

I-110 SOUTHBOUND AT

108488

101000 108488

HSIP-0110-01(030)

HSIP-0110-01(030)

HARRISONHSIP-0110-01(030)

NONE

EQUATIONS

HARRISON COUNTYI-110 SOUTHBOUND AT US 90 WESTBOUND

1 IN.= 20,000 FT.

301000

P S & E DATE: 07 / 09 / 21

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

DI_SH.DGN

DI-1

DESCRIPTION OF SHEET NO. NO.WKG. SH.

07/09/21

TOTAL SHEETS

TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE

LOCATION OF R16-3 SIGNS (SPEEDING FINES DOUBLED)

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

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

(EXTENDED PERIOD)

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF LESS THAN 65 MPH (4-LANE: MEDIAN LANE OR OUTSIDE LANE CLOSURE)

(WORK DAY ONLY)

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF LESS THAN 65 MPH (4-LANE: MEDIAN LANE OR OUTSIDE LANE CLOSURE)

TRAFFIC CONTROL PLANS (6)

SIGN FACE CONST. AND ATTACHMENT OF GROUND MOUNTED DIRECTIONAL SIGNS TO STEEL BEAMS (EXTRUDED ALUMINUM PANELS)

STANDARD ROADSIDE SIGN ASSEMBLY INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY INSTALLATION

STANDARD ROADSIDE SIGNS

STANDARD ROADSIDE SIGNS

ROUTE SHILEDS AND "EXIT ONLY" PANELS

STANDARD DIRECTIONAL (GUIDE) SIGNS

SIGNING (7)

PAVEMENT MARKING DETAILS FOR INTERCHANGE LANE DROPS

PAVEMENT MARKING LEGEND DETAILS

PAVEMENT MARKING LEGEND DETAILS

PAVEMENT MARKING (3)

STANDARD DRAWINGS - ROADWAY SHEETS (16)

POLE MOUNTED RDS DETAIL

CABINET DETAILS - TYPE B AND C

PULL BOX AND TRENCHING DETAILS

POWER SERVICE PEDESTAL

CONTROLLER CABINET AND POWER SERVICE DETAILS

TRAFFIC SIGNAL GROUNDING DETAILS

TRAFFIC SIGNAL GENERAL NOTES

TRAFFIC SIGNAL SHEETS (7)

INDEXABLE CONCRETE BARRIER MOUNT FOR SQUARE STEEL POST

SIGN SUPPORT HARDWARE - 2.5" SQUARE POST

PERMANENT SIGNING DETAIL

PERMANENT SIGNING DETAIL

PERMANENT SIGNING DETAIL

PERMANENT SIGNING DETAIL

PERMANENT SIGNING PLAN - STA. 42+00 TO STA. 50+00 (E.O.P.)

PERMANENT SIGNING PLAN - STA. 33+00 TO STA. 42+00

PERMANENT SIGNING PLAN - STA. 24+00 TO STA. 33+00

PERMANENT SIGNING PLAN - STA. 15+00 TO STA. 24+00

PERMANENT SIGNING PLAN - STA. 10+00 (B.O.P.) TO STA. 15+00

PERMANENT SIGNS (11)

TRAFFIC CONTROL PLAN - PHASE 2

TRAFFIC CONTROL PLAN - PHASE 1

TRAFFIC CONTROL PLAN - PHASE 1

CONSTRUCTION SIGNING PLAN

CONSTRUCTION SIGNING PLAN

SPECIAL DESIGN MEDIAN BARRIER FOR LED FLASHING CHEVRON

PAVEMENT MARKING DETAIL - STA. 42+00 TO STA. 50+00 (E.O.P.)

PAVEMENT MARKING DETAIL - STA. 33+00 TO STA. 42+00

PAVEMENT MARKING DETAIL - STA. 24+00 TO STA. 33+00

PAVEMENT MARKING DETAIL - STA. 15+00 TO STA. 24+00

PAVEMENT MARKING DETAIL - STA. 10+00 (B.O.P.) TO STA. 15+00

INTERSECTION CONFLICT WARNING SYSTEM

INTERSECTION DETAIL

SPECIAL DESIGN SHEETS (13)

ESTIMATED QUANTITIES - PERMANENT SIGNS

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

QUANTITY SHEETS (3)

GENERAL NOTES

DETAILED INDEX

DETAILED INDEX & GENERAL NOTES (2)

TITLE SHEET (1)

53

6366TCP-16

6365TCP-15

6359TCP-9

6358TCP-8

6353TCP-3

6352TCP-2

6313SN-7

6307SN-4A

6306SN-4

6305SN-3B

6304SN-3A

6302SN-2

6301SN-1

6060PM-10

6056PM-6

6055PM-5

2007RDS-1

2006CAB-1

2005TSD-8

2004TSD-7

2003TSD-6

2002TSD-5

2001TSD-1

1011ICBM-1

1010TSS-1

1009PSD-4

1008PSD-3

1007PSD-2

1006PSD-1

1005PSP-5

1004PSP-4

1003PSP-3

1002PSP-2

1001PSP-1

19TC-3

18TC-2

17TC-1

16DCS-2

15DCS-1

14SDMB-1

13PMD-5

12PMD-4

11PMD-3

10PMD-2

9PMD-1

8ICWS-1

7ID-1

6EQ-1

5SQ-2

4SQ-1

3GN-1

2DI-1

1

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM Buchart HornCHECKED JD DATE

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

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OF

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OR

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PL

AN

7/28/2021

1:39

di_sh.dgn

PM

HSIP-0110-01(030)

2

COUNTY:

PROJ. NUM.:

FMS CON:108488/301000

HSIP-0110-01(030)

HARRISON

REVISIONS

DATE SHEET NO. BY

P S & E PLANS: 07 / 09 / 21

FMS CON. # 108488 / 301000

7/28/21 4, 14, 15, 16, 17, 18, 19, GSM

1007, 1008 & 1009

GN_SH.DGN

07/09/21

GENERAL NOTES

GENERAL NOTES GENERAL NOTES (CONT.)

GN-1 BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.

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

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(18)

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 (17)

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 (16)

INFORMATION.

FROM THE PROJECT ENGINEER. SEE NOTICE TO BIDDERS ENTITLED "MATERIAL STORAGE UNDER BRIDGES" FOR MORE

STORAGE OF FLAMMABLE MATERIALS WILL NOT BE ALLOWED UNDER ANY BRIDGE STRUCTURES WITHOUT WRITTEN APPROVAL(15)

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.(14)

TEMPORARY STRIPING SHALL CONFORM TO FINISHED STRIPE SPECIFICATIONS FOR ALIGNMENT, NEATNESS, AND STRAIGHTNESS.(13)

SEPARATE PAY ITEM. COST TO BE ABSORBED IN OTHER ITEMS BID.

REMOVAL OF RAISED PAVEMENT MARKERS THAT ARE IN CONFLICT WITH REQUIRED CONSTRUCTION IS NOT CONSIDERED A(12)

NOT APPLY TO THE CURRENT PHASE.

THE CONTRACTOR SHALL COVER ANY TEMPORARY TRAFFIC CONTROL SIGNS SHOWN IN THE TRAFFIC CONTROL PLAN THAT DO(11)

BY THE ENGINEER.

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

THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR FROM ADJACENT PROJECT(S) IN IMPLEMENTING THE TRAFFIC(10)

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. NO PAYMENT WILL BE MADE FOR REPAIR OF DAMAGED SHOULDER.

CONSTRUCTION. ANY REPAIR TO SHOULDER WILL BE IN ACCORDANCE WITH SECTION 410 OF THE MISSISSIPPI STANDARD

THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE SURFACE TREATED SHOULDER THAT MIGHT OCCUR DURING(9)

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(8)

H) CENTURYLINK.................................................877-987-8688

G) UNITI FIBER.....................................................877-652-2321

F) CITY OF BILOXI WATER & SEWER................228-435-6271

E) SPARKLIGHT....................................................228-374-5900

D) AT&T DISTRIBUTION.......................................877-737-2478

C) MS POWER......................................................800-532-1502

B) CENTERPOINT ENERGY.................................228-896-7500

A) C SPIRE............................................................855-927-7473

LIST OF PUBLIC UTILITIES(7)

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 WORK(6)

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 (5)

WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED ITEMS.

OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT

INLETS, APRONS, AND BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL REPLACE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STRUCTURES SUCH AS, BUT NOT LIMITED TO, PIPES,(4)

ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK TIRES OR OTHER SUITABLE MATERIAL.(3)

ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART VI OF THE MUTCD (LATEST EDITION).(2)

AS NECESSARY TO FIT FIELD CONDITIONS.

THE LOCATION AND SPACING OF SIGNS, SHOWN ON THE TRAFFIC CONTROL PLANS, ARE APPROXIMATE AND MAY BE ADJUSTED(1)

THURSDAY.

ALL WORK REQUIRING A LANE CLOSURE SHALL BE PERFORMED BETWEEEN THE HOURS OF 9:00 PM TO 6:00 AM, SUNDAY THROUGH(25)

ARE NOT A SEPARATE PAY ITEM.

ALL EXISTING SIGNS AND SUPPORTS REMOVED UNDER THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND(24)

THE RETROREFLECTIVE SIGN SHEETING ON RIGID, TEMPORARY TRAFFIC CONTROL (ORANGE) SIGNS SHALL BE MINIMUM TYPE IX.(23)

TYPE XI. ALL SIGN SHEETING ON OVERHEAD SIGNS SHALL BE TYPE XI.

BE MINIMUM TYPE IX; ALL WHITE, YELLOW, FLUORESCENT YELLOW AND FLUORESCENT YELLOW/GREEN SHEETING SHALL BE

SHEETING ON GUIDE SIGNS SHALL BE MINIMUM TYPE VIII; GREEN AND BLUE BACKGROUND SHEETING ON GUIDE SIGNS SHALL

THE RETROREFLECTIVE SIGN SHEETING ON PERMANENT GROUND-MOUNTED SIGNS SHALL BE AS FOLLOWS: BROWN BACKGROUND (22)

ALL SIGN LOCATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO INSTALLATION.(21)

ALL PERMANENT SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.(20)

SHIELDS, LEGEND, SYMBOLS, OR IMAGES WILL NOT BE ALLOWED.

DIRECT-APPLIED LEGEND, BORDER, AND/OR SHIELDS ARE TO BE USED ON ALL SIGNS. DIGITALLY PRODUCED SIGN COPY, (19)

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM Buchart HornCHECKED JD DATE

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

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AR

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EN

T

OF

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7/8/2021

4:32

gn_sh.dgn

PM

HSIP-0110-01(030)

3

COUNTY:

PROJ. NUM.:

FMS CON:108488/301000

HSIP-0110-01(030)

HARRISON