{

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

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.= 2500 FT.

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

CL

AR

KD

ALE

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.

4/18/2017

3:35

TI

TL

E.dgn

PM

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 (

DI-1DI.DGN

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

PMD-4

PMD-3

PMD-2

PMD-1

CS-4

CS-3

CS-2

CS-1

TC3-4

TC3-3

TC3-2

TC3-1

TCTS-3

TC2-4

TC2-3

TC2-2

TC2-1

TCTS-2

TC1-4

TC1-3

TC1-2

TC1-1

TCTS-1

6A

6

5A

5

4A

4

3A

3

HD-1

EQ-10

EQ-9

EQ-8

EQ-7

EQ-6

EQ-5

EQ-4

EQ-3

EQ-2

EQ-1

SRS-1

SQS-3

SQS-2

SQS-1

TS-3

TS-2

TS-1

GN-2

GN-1

DI-2

DI-1

54

53

52

51

50

49

48

47

46

45

44

43

42

41

40

39

38

37

36

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

PAVEMENT MARKINGS - SITE 4 STA. 461+00.000 TO STA. 474+79.806

PAVEMENT MARKINGS - SITE 3 STA. 405+00.000 TO STA. 421+68.919

PAVEMENT MARKINGS - SITE 2 STA. 210+50.000 TO STA. 226+67.601

PAVEMENT MARKINGS - SITE 1 STA. 49+50.000 TO STA. 66+77.281

PAVEMENT MARKINGS DETAIL SHEETS (4)

CONSTRUCTION SIGNING - SITE 4

CONSTRUCTION SIGNING - SITE 3

CONSTRUCTION SIGNING - SITE 2

CONSTRUCTION SIGNING - SITE 1

CONSTRUCTION SIGNING PLANS (4)

PHASE 3 - TRAFFIC CONTROL PLANS - SITE 4

PHASE 3 - TRAFFIC CONTROL PLANS - SITE 3

PHASE 3 - TRAFFIC CONTROL PLANS - SITE 2

PHASE 3 - TRAFFIC CONTROL PLANS - SITE 1

PHASE 3 - TRAFFIC CONTROL TYPICAL SECTION

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 4

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 3

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 2

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 1

PHASE 2 - TRAFFIC CONTROL TYPICAL SECTION

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 4

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 3

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 2

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 1

PHASE 1 - TRAFFIC CONTROL TYPICAL SECTION

TRAFFIC CONTROL PLAN (15)

SITE 4 DETOUR

SITE 4 MAINLINE

SITE 3 DETOUR

SITE 3 MAINLINE

SITE 2 DETOUR

SITE 2 MAINLINE

SITE 1 DETOUR

SITE 1 MAINLINE

PLAN AND PROFILE SHEETS (8)

SUMMARY OF CULVERT HYDRAULIC DESIGN

ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNS

SUMMARY OF TRAFFIC CONTROL ITEMS

ESTIMATED QUANTITIES - BOX BRIDGES, DRAINAGE STRUCTURES

ESTIMATED QUANTITIES - SIDE DRAINS

ESTIMATED QUANTITIES - DRIVEWAYS

ESTIMATED QUANTITIES - GUARD RAIL

ESTIMATED QUANTITIES - PAVEMENT MARKINGS, BRIDGE END PAVEMENT

ESTIMATED QUANTITIES - EARTHWORK CONT'D

ESTIMATED QUANTITIES - EARTHWORK

ESTIMATED QUANTITIES - REMOVAL ITEMS, ESTIMATED EROSION CONTROL

STANDARD ROADSIDE SIGN QUANTITIES

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

QUANTITY SHEETS (15)

MISCELLANEOUS TYPICAL SECTION DETAILS FOR TWO-WAY ROADWAYS

WIDEN AND OVERLAY AND REMOVAL OF DETOUR ROAD - SITES 1 - 4

NEW CONSTRUCTION AND DETOUR- SITES 1 - 4

TYPICAL SECTION SHEETS (3)

GENERAL NOTES

GENERAL NOTES

DETAILED INDEX

DETAILED INDEX

DETAILED INDEX AND GENERAL NOTES (4)

TITLE SHEET (1)

2-LANE, 2-WAY CLEAR RAISED PAVEMENT MARKERS PLACED ON SIDE ROADS

LOCATION OF R16-3 SIGNS

TRAFFIC CONTROL DETAILS - DRUM PLACEMENT AND SHOULDER CLOSURE

SIGNING DETAILS FOR TWO LANE & FOUR LANE BRIDGE APPROACHES

TYPICAL INSTALLATION AND DETAILS OF DELINEATORS AND DISTANCE REFERENCE SIGNS

BREAKAWAY SIGN SUPPORTS

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

GUARDRAIL (TEMPORARY): TYPICAL INSTALLATION AT DETOUR BRIDGE ENDS

ROW-OF-WAY MARKER

SUPERELEVATION RUNOFF CASE I: ROTATION ABOUT CENTERLINE

SUPERELEVATION CASE I: ROTATION ABOUT CENTERLINE (2% NORMAL SUBGRADE)

TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)

TYPICAL TEMPORARY EROSION CONTROL MEASURES (SLOPE DRAIN AND TYPE A SILT BASIN)

EROSION CONTROL BLANKET

EROSION CONTROL

GUARDRAIL: BRIDGE END SECTION TYPE "I" (STEEL POSTS)

GUARDRAIL: BRIDGE END SECTION TYPE "I" (WOOD POSTS)

GUARDRAIL: RUB RAIL HARDWARE

DITCH TREATMENT - INSTALLATION DETAIL FOR SOIL REINFORCING MAT

DETAILS OF TYPICAL DITCH TREATMENTS

SEDIMENT RETENTION BARRIER

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK

FLOATING TURBIDITY CURTAIN

TEMPORARY STREAM DIVERSION (BOX EXTENSIONS)

TEMPORARY STREAM DIVERSION

TEMPORARY CULVERT STREAM CROSSING

STABILIZED CONSTRUCTION ENTRANCE

INLET PROTECTION DETAILS OF SAND BAG

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE

INLET PROTECTION DETAILS OF WATTLES

INLET PROTECTION DETAILS FOR COARSE AGGREGATE ON GRADES & SAGS

INLET PROTECTION: TYPICAL APPLICATIONS AND DETAILS

ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM

ROCK FILTER DAM

ROCK DITCH CHECK

DETAILS OF EROSION CONTROL SILT DIKE DITCH CHECK

DETAILS OF EROSION CONTROL WATTLE DITCH CHECK

BALE DITCH CHECKS

TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES, SILT FENCE AND HAY

DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS

DETAILS OF SILT FENCE INSTALLATION

DETAILS OF SEDIMENT BARRIER APPLICATIONS

TYPICAL TEMPORARY EROSION/SEDIMENT CONTROL APPLICATIONS

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

33.5" BRIDGE END PAVEMENT RAIL

RIGHT-OF-WAY MARKERS - SITE 4

RIGHT-OF-WAY MARKERS - SITE 3

RIGHT-OF-WAY MARKERS - SITE 2

RIGHT-OF-WAY MARKERS - SITE 1

VEGETATION SCHEDULE

SPECIAL DESIGN SHEETS (49)

SITE 4 - DETOUR

SITE 4 - MAINLINE

SITE 3 - DETOUR

SITE 3 - MAINLINE

SITE 2 - DETOUR

SITE 2 - MAINLINE

SITE 1 - DETOUR

SITE 1 - MAINLINE

EROSION CONTROL PLAN (8)

CRPMSR-2

SSD-1

TCP-SC

BSD-1

SDSN-8

SDSN-6B

SDTCP-10

TGR-1

RW-1

SDRO-1

SDSE-2A

TEC-3

TEC-2

ECB-1

EC-1

GR-2G

GR-2F

GR-RR

DT-1A

DT-1

ECD-22

ECD-21

ECD-20

ECD-19

ECD-18

ECD-17

ECD-16

ECD-15

ECD-14

ECD-13

ECD-12

ECD-11

ECD-10

ECD-9

ECD-8

ECD-7

ECD-6

ECD-5

ECD-4

ECD-3

ECD-2

ECD-1

BEPR-SS

BEPR-1B

RWC-4

RWC-3

RWC-2

RWC-1

VS-1

ECP-6A

ECP-6

ECP-5A

ECP-5

ECP-4A

ECP-4

ECP-3A

ECP-3

111

110

109

108

107

106

105

104

103

102

101

100

99

98

97

96

95

94

93

92

91

90

89

88

87

86

85

84

83

82

81

80

79

78

77

76

75

74

73

72

71

70

69

68

67

66

65

64

63

62

61

60

59

58

57

56

55

ROADWAY DESIGN

03/08/2017

03/08/17

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED DATE

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

4/18/2017

3:35

DI.dgn

PM

STP/EXB-0610-00(017)

2

COUNTY:

PROJ. NUM.:

FMS CON:100444/301000

STP/EXB-0610-00(017)

BOLIVAR

ENGINEER

20849

NIT

NE

KR

AW

SEMAJ W

E

HT

TA

M

LA

NOI

SSEFORP DES

NECI

L

IP

PI

SSISSIM FO E

TA

TS

REVISIONS

DATE SHEET NO. BY

PS & E PLANS- 03/08/2017

FMS CON. # 100444/301000

MJW4/18/17

21,63,719,10,11,13,16,

mwarkentinNew Stamp

246

DI-2DI.DGN

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DETAILED INDEX

9001-9026

9027-9053

9054-9079

9080-9095

IWD-12-3W-30

IWD-12-3W-30

IWD-12-3W-30

IWD-12-3W-30

IWD-3W-30

IWD-3W-30

IBD-12

IBD-12

IBD-12

ICJS-1

ICJ-1

IBJL-1

FE-1

PC-1

PI-1

GT-1

RD-1

TCP-15

TCP-14

TCP-11

TCP-1

SN-8C

SN-4B

SN-4A

SN-4

SN-3B

SN-3A

GR-HW

GR-4D

GR-4A

GR-3A

GR-3

GR-1C

GR-1B

GR-1A

GR-1

PM-1

PSP-4

PSP-3

PSP-2

PSP-1

7199

7198

7197

7196

7186

7185

7126

7125

7124

7009

7008

7007

6328

6301

6300

6272

6271

6264

6263

6260

6250

6236

6227

6226

6225

6224

6223

6202

6198

6195

6193

6192

6183

6182

6181

6180

6120

1004

1003

1002

1001

TOTAL EXCLUDING BRIDGE SHEETS =

NOTE: SEE SHEET DI-BR FOR DETAILS

BRIDGE SHEET

SITE 4

SITE 3

SITE 2

SITE 1

CROSS SECTIONS (95)

BOX CULVERT DRAWING: WINGS WITH 3:1 SIDE SLOPE, DOUBLE CELL, 30 SKEW DETAILS, HEIGHT 12FT, SPANS 24-40FT

BOX CULVERT DRAWING: WINGS WITH 3:1 SIDE SLOPE, DOUBLE CELL, 30 SKEW DETAILS, HEIGHT 12FT, SPANS 24-40FT

BOX CULVERT DRAWING: WINGS WITH 3:1 SIDE SLOPE, DOUBLE CELL, 30 SKEW DETAILS, HEIGHT 12FT, SPANS 24-40FT

BOX CULVERT DRAWING: WINGS WITH 3:1 SIDE SLOPE, DOUBLE CELL, 30 SKEW DETAILS, HEIGHT 12FT, SPANS 24-40FT

WINGS WITH 3:1 SLOPE FOR BASIC CULVERT : DOUBLE CELL, HEIGHT 6-12FT, SPAN 12-40FT

WINGS WITH 3:1 SLOPE FOR BASIC CULVERT : DOUBLE CELL, HEIGHT 6-12FT, SPAN 12-40FT

BASIC BARREL DETAILS: DOUBLE CELL, HEIGHT 12FT, SPAN 24-40FT

BASIC BARREL DETAILS: DOUBLE CELL, HEIGHT 12FT, SPAN 24-40FT

BASIC BARREL DETAILS: DOUBLE CELL, HEIGHT 12FT, SPAN 24-40FT

SKEWED COLLAR DETAILS FOR BOX STRUCTURES (SINGLE AND DOUBLE)

COLLAR DETAILS FOR BOX STRUCTURES (SINGLE AND DOUBLE)

BASIC CULVERT DRAWING: BARREL JOINT LOCATIONS (GROUP III)

STANDARD DRAWING (BOX BRIDGE) (12)

FLARED END SECTION FOR CONCRETE PIPE

CONCRETE PIPE COLLAR

PIPE CULVERT INSTALLATION

TYPICAL GRADING TRANSITION BETWEEN CUTS & FILLS

RURAL DRIVEWAYS

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

TRAFFIC CONTROL PLAN: UNEVEN PAVEMENT DETAILS

TRAFFIC CONTROL PLAN: MOBILE OPERATIONS MULTILANE ROADS & TWO-LANE ROADS

TRAFFIC CONTROL PLAN WITH FLAGGER (ONE-WAY CLOSURE OF TWO-WAY TRAFFIC)

TYPICAL GUARDRAIL DELINEATION (REVISED 03-01-2002)

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGNS (REVISED 03-01-2002)

STANDARD ROADSIDE SIGNS

GUARD RAIL: MISCELLANEOUS HARDWARE (REVISED 03-01-2002)

GUARD RAIL: TYPICAL INSTALLATION FOR ROADSIDE HAZARDS ON 2-LANE, 2-WAY HIGHWAYS (REVISED 03-01-2002)

GUARD RAIL: TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR 2-LANE, 2-WAY HIGHWAY (REVISED 12-01-1999)

GUARD RAIL: TYPE 1 CABLE ANCHORAGE (CONCRETE FOOTING) (REVISED 03-01-2002)

GUARD RAIL: TYPE 1 CABLE ANCHORAGE (FOUNDATION TUBE) (REVISED 03-01-2002)

GUARD RAIL: MODIFIED THRIE BEAM (STEEL POSTS) (REVISED 03-01-2002)

GUARD RAIL: "W" BEAM (STEEL POSTS) (REVISED 03-01-2002)

GUARD RAIL: THRIE BEAM (WOOD POSTS) (REVISED 03-01-2002)

GUARD RAIL: "W" BEAM (WOOD POSTS) (REVISED 03-01-2012)

PAVEMENT MARKING DETAILS FOR 2-LANE AND 4-LANE DIVIDED HIGHWAYS (REVISED 12-01-1999)

STANDARD DRAWINGS (ROADWAY) (25)

SITE 3 - STA. 461+00.000 TO STA. 474+79.806

SITE 2 - STA. 405+00.000 TO STA. 421+68.919

SITE 1 - STA. 210+50.000 TO STA. 226+67.601

SITE 1 - STA. 49+50.000 TO STA. 66+77.281

PERMANENT SIGNING PLAN (4)

ROADWAY DESIGN

03/08/2017

ENGINEER

20849

NIT

NE

KR

AW

SEMAJ W

E

HT

TA

M

LA

NOI

SSEFORP DES

NECI

L

IP

PI

SSISSIM FO E

TA

TS

03/08/17

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED DATE

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

4/18/2017

3:35

DI.dgn

PM

STP/EXB-0610-00(017)

3

COUNTY:

PROJ. NUM.:

FMS CON:100444/301000

STP/EXB-0610-00(017)

BOLIVAR

GN-1

GENERAL NOTES

GENERAL NOTES GENERAL NOTES (CONT.)

GN.DGN

03/08/17

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED DATE

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

4/18/2017

3:35

GN.dgn

PM

STP/EXB-0610-00(017)

4

COUNTY:

PROJ. NUM.:

FMS CON:100444/301000

STP/EXB-0610-00(017)

BOLIVAR

GN-2

GENERAL NOTES

GENERAL NOTES

GN.DGN

03/08/17

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED DATE

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

4/18/2017

3:35

GN.dgn

PM

STP/EXB-0610-00(017)

5

COUNTY:

PROJ. NUM.:

FMS CON:100444/301000

STP/EXB-0610-00(017)

BOLIVAR

Call5b100444-301000 04.18.2017 Final Plans Roadway100444 03.08.2017 Roadway Standards DrawingsPavement Markings6120 - PM-1

Protective Barriers6180 - GR-16181 - GR-1A6182 - GR-1B6183 - GR-1C6192 - GR-36193 - GR-3A6195 - GR-4A6202 - GR-HW

Signing6223 - SN-3A6225 - SN-46226 - SN-4A6227 - SN-4B6236 - SN-8C

Traffic Control Plans6250 - TCP-16260 - TCP-116263 - TCP-146264 - TCP-15

Misc. Roadway Details6271 - RD-1 6272 - GT-1

Drainage6300 - PI-16301 - PC-16328 - FE-1

100444 08.26.2016 LRFD Bridge Culvert Standards.pdf7007 - IBJL-17008 - ICJ-17009 - ICJS-17124 - IBD-127125 - IBD-127126 - IBD-127185 - IWD-3W-307186 - IWD-3W-307196 - IWD-12-3W-30 7197 - IWD-12-3W-30 7198 - IWD-12-3W-30 7199 - IWD-12-3W-30

100444-301000-2017-04-18-Bridge FINAL

Call5a