CAN

ADIA

N

NATIONAL

18131416

15

1617

9

2123 24 19 202122

9 121110

283029

252827

26

7

R 16 W R 15 W

T 8 N

T 8 N

R 16 W R 15 W

To Prentiss

To La

urel

107936 301000

107936

NH-0015-02(124)

NH-0015-02(124)

NH-0015-02(124)

NONE

NONE

NONE

732+63.354 BK = 32+63.354 AH (70,000)691+08.606 BK = 690+51.097 AH (54.509)630+49.409 BK = 630+18.775 AH (30.634)589+04.063 BK = 589+59.234 AH (-55.171)

LT LN

732+63.354 BK = 32+63.354 AH (70,000)689+04.063 BK = 690+51.097 AH (-57.511)589+68.992 BK = 589+13.791 AH (55.201)

RT LN

B.O.P. STA. 530+00

COVINGTON

E.O.P. STA. 732+64

20,262

20,262

COVINGTON COUNTYCOLLINS BYPASS

U.S. 84

{

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.

3.529

0.308

3.838

3.838

1,628

18,634

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.= 3,551 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 (

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

8/15/2019

8:01

(02)

DE

TAI

L I

ND

EX.dgn

AM

2

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

107936 301000

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

NH-0015-02(124)

GREER

(02) DETAIL INDEX.dgn

NH-0015-02(124)

COVINGTON

TITLE SHEET

DETAIL INDEXGENERAL NOTES

TYPICAL SECTIONS (2) TYPICAL SECTION (MAINLINE)

QUANTITY SHEETS (3)SUMMARY OF ESTIMATED QUANTITIESESTIMATED QUANTITIES FOR U.S. 84ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNS

PLAN AND PROFILE SHEETS (12)

SPECIAL DESIGN SHEETS (8)DETAIL CONSTRUCTION SIGNSCURB AND ISLAND STRIPINGDETAIL OF STRIPING CHENNELIZED INTERSECTIONTYPICAL PAVEMENT MARKING DETAIL FOR MEDIAN CROSSOVERSGUARDRAIL TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR DIVIDED HIGHWAYS

STANDARD DRAWINGS (15)

2-WAY RAISED PAVEMENT MARKERS AT INTERSECTING ROADS (4-LANE)

TYPICAL CROSSOVER DELINEATIONTYPICAL GUARDRAIL DELINEATIONTRAFFIC CONTROL PLAN WITH FLAGGERTRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT LESS THAN 65 MPH

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH (WORK DAY ONLY)HIGHWAY SIGNS AND BARRICADE DETAIL FOR CONSTRUCTION PROJECTSTRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO-LANE ROADSTRAFFIC CONTROL PLANS UNEVEN PAVEMENT DETAILSTEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE DIVIDED HIGHWAYS

TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE

RURAL DRIVEWAYS

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

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

RUMBLE STRIPES 4-LANE HIGHWAYS

STOP SIGN RUMBLES

TOTAL SHEETS = 43

PM-1

PM-12

SN-8BSN-8CTCP-1TCP-2TCP-4TCP-5TCP-8TCP-9TCP-12TCP-13RD-1

DI-1GN-1

TS-1

SQ-1EQ-1TCPQ-1

WK3

WK4

WK5WK6

WK7WK8WK9

WK10

DCS-1DCIS-1PMD-4SDXO-1GR-4-MOD

RS-2

SDSSR-1

1

23

4

678

9101112

14151617

6051

6062

63166317635163526354635563586359636263636403

212223

2425

6065

26

TYPICAL SECTION (RAMPS, LOCAL ROADS, CROSSOVERS)

STA. 520+00 - STA. 550+00

STA. 550+00 - STA. 580+00

STA. 580+00 - STA. 610+00STA. 610+00 - STA. 640+00

STA. 640+00 - STA. 670+00STA. 670+00 - STA. 700+00STA. 700+00 - STA. 730+00

STA. 730+00 - STA. 45+00

RAMP ALIGNMENTS WK6A

13

TS-2 5

PM-9 6059TYPICAL PAVEMENT MARKING DETAIL FOR MEDIAN CROSSOVERS

27UNDERSEALING CONCRETE PAVING DETAIL UCPD-1

LOCAL ROAD PAVING LIMIT

LOCAL ROAD PAVING LIMIT

LOCAL ROAD PAVING LIMIT

WK3A

WK4A

WK9A181920

28

DI-1

SDTCP-16

REVISIONS

DATE SHEET NO. BY

PS & E PLANS-DATE 7-25-19

FMS CON. # 107936/301000

8-19-19 1, 4 SG

107936 301000

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

MUTCD (LATEST EDITION).ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART 6 OF THE

AND BORDER ON WHITE BACKGROUND.CONTROL SIGNS EXCEPT FOR THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGENDFLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC

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

PAY ITEMS. SHALL BE REMOVED AND RESET BY THE CONTRACTOR; COST TO BE ABSORBED IN OTHERALL SIGNS AND DELINEATORS THAT CONFLICT WITH THE CONSTRUCTION OF THIS PROJECT

IN OTHER PAY ITEMS.SHOULDER MATERIAL BY LIGHTLY BLADING OR CLOSELY MOWING; COST TO BE ABSORBED THE GRASS ON EXISTING SHOULDERS SHALL BE REMOVED PRIOR TO THE PLACEMENT OF

WATER ON MILLED SURFACE; COST TO BE ABSORBED IN OTHER PAY ITEMS.IN THE EXISTING SHOULDER AT SUFFICIENT INTERVALS TO PREVENT POOLING OR STANDING WHERE MILLING OF THE ROADWAY IS REQUIRED, THE CONTRACTOR SHALL PROVIDE OUTLETS

REPLACEMENT OR REPAIR OF DAMAGED ITEMS.STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FORCONSTRUCTION. THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANYAS PIPES, INLETS, APRONS, BRIDGES, ETC., FROM DAMAGE WHICH MIGHT OCCUR DURINGIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING STRUCTURES SUCH

COST TO BE ABSORBED IN OTHER PAY ITEMS. THE CONTRACTOR SHALL REMOVE EXISTING PAVEMENT MARKERS PRIOR TO PLACING ASPHALT;

TO BE ABSORBED IN OTHER PAY ITEMS. SHALL BE PAINTED ( TWO APPLICATIONS ) WITH WHITE TRAFFIC PAINT AND TRAFFIC BEADS ; COSTALL ASPHALT AND CONCRETE CURBS ALONG RAMPS, LOCAL ROADS, ETC. FROM B.O.P. TO E.O.P.

CURB WILL BE REMOVED AS DIRECTED BY THE ENGINEER; COST TO BE ABSORBED IN OTHER PAY ITEMS.IF THE ASPHALT CURB ALONG THE LOCAL ROAD IS SEVERELY DAMAGED, THE ENTIRE ASPHALT

1

2

3

4

5

6

7

8

9

10

11

12

13

14

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

17

18

19

20

12

22

23

IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT. FOR THIS PROJECT WILL NOT BE MAILED. IT'S THE BIDDERS'S RESPONSIBILITY TO CHECK AND SEE PROPOSAL ADDENDA COLUMN. BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDAALL ADDENDA FOR THIS PROJECT WILL BE POSTED ON WWW.MDOT.MS.GOV UNDER THE

15

16

MARKS ON WET OR DRY SURFACES.HALF OF ALL SIGNS WITH A PERMANENT MARKING STICK THAT IS WATERPROOF, FADE RESISTANT AND INSTALLATION DATES SHALL BE CLEARLY WRITTEN IN BOLD BLACK MARKINGS ON THE BACK BOTTOM

SHALL BE 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

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

WITH THE UNIQUE ID NUMBER. EACH SIGN SHALL BE SUBMITTED IN BITMAP FORMAT. THE PHOTO FILE NAME SHALL CORRESPOND APPLICABLE. EACH SIGN SHALL BE ASSIGNED A UNIQUE ID NUMBER AND A DIGITAL PHOTO OF DIRECTION, ROUTE NAME OR NUMBER, DIRECTION OF VEHICLE TRAVEL, AND LEGEND ON SIGN IF (POST, PIPE, SQUARE POST, OR I-BEAM), NUMBER OF SUPPORTS, DATE INSTALLED, SIGN FACE COORDINATES), MUTCD SIGN CODE, SIZE, BACKGROUND AND LEGEND COLORS, SUPPORT TYPE INVENTORY DATA CAPTURED FOR EACH SIGN: LOCATION OF SIGN (LATITUDE - LONGITUDE GPS PROJECT ENGINEER A DIGITAL COPY OF A MICROSOFT EXCEL SPREADSHEET WITH THE FOLLOWING AFTER THE PERMANENT SIGNS HAVE BEEN INSTALLED, THE CONTRACTOR SHALL SUBMIT TO THE

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

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

AS DIRECTED BY THE ENGINEER WITHIN THE R.O.W. LIMITS. ALL RAMPS AND DRIVEWAY PADS SHALL BE PAVED TO THE SHOULDER LINE, MINIMUM OR FURTHER,

USED AND APPROVED BY THE PROJECT ENGINEER. ASPHALT, BUT MUST BE PLACED DIRECTLY ON THE GRAVEL SHOULDER OR A ROAD WIDENER MACHINE GRANULAR MATERIAL WILL NOT BE ALLOWED TO BE PLACED DIRECTLY ON THE SURFACE LIFT OF

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

GENERAL NOTES GENERAL NOTES (CONT.)

S. GREER

(03) GENERAL NOTES.dgn

COVINGTON

NH-0015-02(124)

GN-1

NH-0015-02(124)

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

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8/15/2019

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AM

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STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

GENERAL NOTES

24

25

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

ROADS, AND RAMPS ARE TO BE PAVED WITH 9.5MM ST ASPHALT. MAINLINE TO BE PAVED WITH 9.5MM HT POLYMER MODIFIED ASPHALT. CROSSOVERS, LOCAL

MAY BE DELAYED FOR A PERIOD NOT TO EXCEED THREE (3) DAYS. (2) TEMPORARY EDGE LINES ON PROJECTS REQUIRING SHOULDERS CONSTRUCTED OF GRANULAR MATERIAL DAYS FOR A TWO OR THREE LANE ROAD(1) REPLACEMENT OF NO-PASSING STRIPES MAY BE DELAYED FOR A PERIOD NOT TO EXCEED THREE (3)

PERMIT, EXCEPT THAT: WORK IS DISCONTINUED FOR THE DAY OR AS SOON THEREAFTER AS WEATHER CONDITIONS WILL BEEN REMOVED DURING THE DAY'S OPERATIONS SHALL BE REPLACED WITH TEMPORARY STRIPE BEFORE EDGE LINES, AND NO-PASSING STRIPES THAT HAVE SHALL BE PLACED IN THE SAME LOCATIONS AND LAYOUT AS PERMANENT STRIPE. ALL CENTERLINE, LANE LINES, TEMPORARY STRIPING SHALL BE REQUIRED AFTER MILLING AND OVERLAYING OPERATIONS; TEMPORARY STRIPING

26

SHALL BE COVERED OR REMOVED AS DIRECTED BY THE ENGINEER. IMPLEMENTING TRAFFIC CONTROL PLAN AS DIRECTED BY THE ENGINEER. ALL CONFLICTING SIGNS THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR FROM ADJACENT PROJECT(S) IN