{

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)

1 IN.= 2000 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

DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER

EXECUTIVE DIRECTOR

1

STATESHEET

NO.PROJECT NUMBER

.

MISSISSIPPI

FMS. CONST. NO.

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

2/2/2018

1:23

Title_7-1.dgn

PM

SL SL SL

TO PERTHSHINE

LAT. 33°55'00.00" N LONG. 90°48'38.84" W

P.E.: SP-0006-01(091) 106111/101000

BR-0006-01(091)

106111/301000

FEDERAL AID PROJECT NO.: BR-0006-01(091)

BOLIVAR COUNTY

BRIDGE REPLACEMENTS.R. 32 BR. NO. 7.1

BR. NO.: 7.1

55

2019 2039400 610

70 60 15

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)

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.)

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . .

NONE

NONENONE

STA. 78+12 TO STA. 78+97SPANS: 1@85', LENTH: 85'

0.016

0.249

0.265

0.265

0.000

1315.00

85.00

0.00

B.O.P. STA. 72+00BR. NO.: 7.1E.O.P. STA. 86+00

N

Y

N

N

N

Y

N

N

S

GPS CONTROL NOTES

HORIZONTAL DATUM: NAD 83 MS WEST ZONE (US SURVEY FEET)

HORIZONTAL MONUMENT NORTH EAST

BOB1 B 1610808.842 2151139.499

2152380.5471610624.731CLEV

J242 1610579.643 2153454.409

(US SURVEY FEET)NAVD 88VERTICAL DATUM:

VERTICAL MONUMENT ELEVATION

CONVERSION VALUES PROJECT AVERAGE

GROUND TO GRID (COMBINED) FACTOR

GRID TO GEODETIC AZIMUTH

ALL AZIMUTHS AND DISTANCES ARE GRID VALUES, US SURVEY FEET

BOB1 B

CLEV

J242

149.86

152.40

153.84

R6W R5W

T24

N

BR-0006-01(091) BOLIVAR COUNTY

P S & E DATE: 2-6-2018

70

75

80

85

90

10

7

18

19

8 911 12

13

14

1516

17

2021

22 23 24

Holmes

Lake

Holm

esLake

Cut-

Off

Little

Bra

dford

Bayo

u

SHELBY

WINSTONVILLE

PARCH

SIXTEENTH

MING RD.

FERRETTI RD.

RD.

SHELBY-DEESON

GR

AN

TR

D.

RD.DRESBACK

CREEK

BU

LL

OC

KR

D.

RD.CHAMBER

OLD HWY. 61

HUTTON RD.

HU

TT

ON

LN.

CH

RIS

TM

AS

RD.

HO

LM

ES

LA

KE

RD.

RD.

TARSI

RD.

IA

R = 15.000' L = 25.827' T = 17.455'

~ = 82° 18' 57.27" R = 65.000' L = 93.384' T = 56.819'

R = 15'

R = 65'

IA

~ =98°39'05.00"

ENGINEER

15139

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32

16161

TITLE SHEET (1)

DETAILED INDEX

DETAILED INDEX

GENERAL NOTES GN-2

SUMMARY OF QUANTITIES

VEGETATION SCHEDULE VS-1

PM-1

1

2DI-1

DI-2 3

TS-1

SQ-1

SQ-2

TS-2

SUMMARY OF QUANTITIES

GENERAL NOTES GN-1

1001

EQ-1

EQ-2

EQ-3

EQ-4

PSP-1

9

10

11

12

13

14

QUANTITY SHEETS (6)

TYPICAL SECTION SHEETS (3)

15

16

PLAN & PROFILE SHEETS (3)

DETAILED INDEX & GENERAL NOTES (4)

4

6

7

DETAILS OF SILT FENCE INSTILLATION ECD-3

5

SPECIAL DESIGN SHEETS (5)

3

3A

22

PERMANENT SIGNING SHEETS (1)

PAVEMENT MARKING DETAILS FOR 2 & 4-LANE DIVIDED ROADWAYS 6051

TYPICAL TEMPORARY EROSION CONTROL/SEDIMENT CONTROL APPLICATIONS ECD-1 6101

DETAILS OF SEDIMENT BARRIER APPLICATIONS ECD-2 6102

6103

ECD-5

ECD-4 6104

6105

DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS

TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL MEASURES

(SILT FENCE AND HAY BALE DITCH CHECKS)

ECD-8

ECD-6 6106

ECD-7 6107

6108

ECD-9 6109

DETAILS OF EROSION CONTROL WATTLE DITCH CHECK

DETAILS OF EROSION CONTROL SILT DIKE DITCH CHECK

ROCK DITCH CHECK

ROCK FILTER DAM

ECD-12

ECD-10 6110

ECD-11 6111

6112

ECD-13 6113

ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM

TYPICAL APPLICATIONS AND DETAILS FOR INLET CONSTRUCTION

INLET PROTECTION DETAILS FOR SEDIMENT CONTROL STONE ON GRADES AND SAGS

INLET PROTECTION DETAILS OF WATTLES

ECD-16

ECD-14 6114

ECD-15 6115

6116

ECD-17 6117

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE

INLET PROTECTION DETAILS OF SANDBAGS

STABILIZED CONSTRUCTION ENTRANCE

TEMPORARY CULVERT STREAM CROSSING

ECD-20

ECD-18 6118

ECD-19 6119

6120

ECD-21 6121

TEMPORARY STREAM DIVERSION

TEMPORARY STREAM DIVERSION (BOX EXTENSION)

FLOATING TURBIDITY CURTAIN

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK

ECD-22 6122

6123

BAS-A 6125

SEDIMENT RETENTION BARRIER

DETAILS OF TYPICAL DITCH TREATMENTS

TYPICAL TEMPORARY EROSION CONTROL MEASURES (SLOPE DRAIN AND TYPE A

SILT BASIN)

BAS-B 6126TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)

ECB-1 6131EROSION CONTROL BLANKET

DT-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

3/14/2018

10:28

index.dgn

AM

2

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

BOLIVAR

106111 301000

STA. TO STA. S.R. 32

STA. TO STA. - LOCAL ROAD

19

PAVEMENT MARKING SHEETS (2)

23

24

STA. TO STA. S.R. 32

STA. TO STA. - LOCAL ROAD

ECP3

ECP3A

BR-0006-01(091)

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

BR-0006-01(091)

NEEL-SCHAFFER

DI-1

INDEX.DGN

600933.5" BRIDGE END PAVEMENT RAIL BER-1

PM-11 60612-WAY RAISED PAVEMENT MARKERS AT INTERSECTING ROADS (2-LANE)

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

6202GR-1AGUARDRAIL: THRIE BEAM (WOOD POSTS)

6203

6210

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

GR-2FGUARDRAIL: BRIDGE END SECTION TYPE "I" (WOOD POSTS) (NEW CONSTRUCTION)

6211GR-2GGUARDRAIL: BRIDGE END SECTION TYPE "I" (STEEL POSTS) (NEW CONSTRUCTION)

6215GR-4A

GUARDRAIL: TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR 2-LANE,

2-WAY HIGHWAY

6218GR-RRGUARDRAIL: RUB RAIL HARDWARE

6221GR-HWGUARDRAIL: MISCELLANEOUS HARDWARE

ESTIMATED QUANTITIES - EARTHWORK, RAMPS, PERMANENT SIGNS

20

PAVEMENT MARKING DETAIL

PAVEMENT MARKING DETAIL

ESTIMATED QUANTITIES - PAVEMENT MARKINGS, PERMANENT EROSION CONTROL

STANDARD DRAWINGS - ROADWAY SHEETS (62)

PERMANENT SIGNING PLAN

173BSTA. TO STA. - DITCH

8TYPICAL SECTIONS - MISCELLANEOUS

TYPICAL SECTIONS - LOCAL ROAD & BRIDGE END PAVEMENT

ESTIMATED QUANTITIES - REMOVAL ITEMS

NEEL-SCHAFFER

18ID-1

INTERSECTION DETAIL SHEETS (1)

INTERSECTION DETAIL STA. 77+44

ESTIMATED QUANTITIES - DRAINAGE STRUCTURES, BRIDGE END PAVEMENT,

GUARDRAIL

25STA. TO STA. - DITCH ECP3B

21SDBE-1

BRIDGE END PAVEMENT WITH RAIL, OVERLAY, AND SLEEPER SLAB (NEW

CONSTRUCTION)

PMD-1

PMD-2

TS-3

TYPICAL SECTIONS - MAINLINE S.R. 32

REVISIONS

DATE SHEET NO. BY

PS & E PLANS-DATE: 2-6-2018

FMS CON. # 106111/301000

3-16-20186,7,23,24,25 DMM

ENGINEER

15139

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TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS

TRAFFIC CONTROL PLAN : UNEVEN PAVEMENT DETAILS

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

MISCELLANEOUS DETAIL SHEET 1. STACKED PIPE JOINT

MDS-1

PIPE CULVERT INSTALLATION PI-1

TRAFFIC CONTROL PLAN WITH FLAGGER (ONE-LANE CLOSURE OF

TCP-1

SHORT DURATION CLOSING OF TWO-LANE TWO-WAY HIGHWAYS

STANDARD ROADSIDE SIGNS SN-3A

STANDARD ROADSIDE SIGNS SN-3B

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4A

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4B

PC-1CONCRETE PIPE COLLAR

TWO WAY TRAFFIC)

DIVIDED HIGHWAYS

AND TWO-LANE ROADS

9001-9015

6304

6305

6306

6307

6308

6351

TCP-6 6356

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS TCP-8 6358

6359TCP-9

6362

6363

TCP-12

TCP-13

6366TCP-16TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE

6425

6501

6503

6530

STANDARD DRAWINGS - ROADWAY SHEETS (CONTINUED)

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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PL

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2/2/2018

1:23

index.dgn

PM

3

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

BOLIVAR

106111 301000

S.R. 32

LOCAL ROAD

BR-0006-01(091)

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

BR-0006-01(091)

DI-2

NEEL-SCHAFFER

INDEX.DGN

6314

TYPICAL INSTALLATION AND DETAILS OF DELINEATORS AND DISTANCE

REFERENCE SIGNS SN-8

6317SN-8CTYPICAL GUARDRAIL: DELINEATION

6318SIGNING DETAILS FOR BRIDGE APPROACHES SN-9

6403RD-1RURAL DRIVEWAYS

6408SE-1ASUPERELEVATION CASE 1 ROTATION ABOUT CENTERLINE

6413SE-3ASUPERELEVATION RUNOFF CASE 1 ROTATION ABOUT CENTERLINE

6426DETAIL OF PAVED FLUMES

2. EXCAVATION AT GRADE POINTS

PF-1

6529SMALL ANIMAL GUARD AND UNDERDRAIN MARKER SAG-1

FE-1FLARED END SECTION FOR CONCRETE PIPE

TYPICAL GRADING TRANSITION BETWEEN CUTS & FILLS GT-1 6404

S.R. 32 DITCH

9016-9018

9019-2021

CROSS SECTIONS (21)

109

SPECIAL DESIGN BRIDGE SHEETS - SEE BRIDGE SHEETS BEGINNING ON 8001

TOTAL SHEETS (NOT INCLUDING BRIDGE SHEETS)

ENGINEER

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FILENAME:

DESIGN TEAM CHECKED DATEDA

TE

RE

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NB

Y

WORKING NUMBER

SHEET NUMBER

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

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2/2/2018

1:23

GN-1.dgn

PM

4

STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

BOLIVAR

106111 301000

GENERAL NOTES GENERAL NOTES (CONT.)

BR-0006-01(091)

GN-1

BR-0006-01(091)

NEEL-SCHAFFER

GN-1.DGN

GENERAL NOTES

ENGINEER

15139

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FILENAME:

DESIGN TEAM CHECKED DATEDA

TE

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Y

WORKING NUMBER

SHEET NUMBER

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

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Y

DESIG

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1:23

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STATE

MISS.

PROJECT NO.

COUNTY:

PROJ. NO.:

FMS CON: /

BOLIVAR

106111 301000

GENERAL NOTES (CONT.)

GENERAL NOTES

BR-0006-01(091)

GN-2

BR-0006-01(091)

GN-1.DGN

NEEL-SCHAFFER

ENGINEER

15139

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