DESIGN CONTROL

DHV = : D = % T= %

MPH = V (SPEED DESIGN)65

2015 2035

60

65

2015 2035

60 22

1700 2100

230

CLAIBORNE CO. LINE TO HOLTZCLAW RD.

ADT ( ) = : ADT ( ) =

15

2400 3000

330

LAT. 32°01'46.12"N LONG. 90°39'02.99"W

DATE

REVISIO

NS

BY

APPROVED:

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

{

EQUATIONS

LENGTH DATA

LENGTH OF ROADWAY

LENGTH OF BRIDGES

LENGTH OF PROJECT (NET)

LENGTH OF PROJECT (GROSS)

LENGTH OF EXCEPTIONS

MI.

MI.

MI.

MI.

MI.

1

1

STATESHEET

NO.

SCALES

PLAN

PROFILE 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)

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

5/3/2017

08:40:46

Title.dgn

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 (

TITLE SHEET (1)

DETAILED INDEX AND GENERAL NOTES (4)

DETAILED INDEX

DETAILED INDEX

TYPICAL SECTION SHEETS (7)

QUANTITY SHEETS (16)

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

STANDARD ROADSIDE SIGN QUANTITIES

PLAN AND PROFILE SHEETS (9)

SITE 1 : STA. 563+00.000 TO STA. 592+40.000

SITE 1 : B.O.P. TO STA. 563+00.000

SITE 2 MAINLINE

SITE 2 DETOUR

SITE 3 MAINLINE

SITE 3 DETOUR

PHASE 1 - TRAFFIC CONTROL TYPICAL SECTION

PAVEMENT MARKINGS DETAIL SHEETS (8)

PAVEMENT MARKINGS - SITE 1 B.O.P. TO STA. 557+00.000

PAVEMENT MARKINGS - SITE 1 STA. 557+00.000 TO STA. 581+00.000

1

75

SPECIAL DESIGN SHEETS (58)

VEGETATION SCHEDULE

SITE 2 - MAINLINE

SITE 2 - DETOUR

SITE 3 - MAINLINE

SITE 3 - DETOUR

SITE 1 - B.O.P. TO STA. 563+00.000

2

3

4

5

6

7

12

13

14

15

25

26

27

28

29

30

34

35

36

38

40

44

45

46

47

49

51

52

53

56

57

62

63

64

76

77

78

84

85

86

87

88

89

90

91

95

3

4

5

6

7

8

DI-1

GENERAL NOTES

DI-2

GN-1

TS-1

TS-2

TS-3

SQ-1

SQ-2

SQ-3

SRS-1

EQ-1

EQ-2

EQ-3

EQ-4

EQ-5

EQ-6

EQ-7

EQ-8

EQ-9

FG-1

FG-2

TRAFFIC CONTROL PLAN (16)

FORM GRADE SHEETS (5)

39

ID-1

71

72

TC1-1

TC1-2

TC1-3

TC2-1

TC2-2

TC2-3

TC3-1

PHASE 2 - TRAFFIC CONTROL TYPICAL SECTION

TCTS1-1

TCTS1-2

65

66

67

CONSTRUCTION SIGNING PLANS (6)

CONSTRUCTION SIGNING - SITE 2

CONSTRUCTION SIGNING - SITE 3

CS-1

CS-2

CS-3

CS-4

PMD-1

PMD-2

PMD-3

PMD-4

PMD-5

PAVEMENT MARKINGS - SITE 1 STA. 581+00.000 TO STA. 592+40.000

79

80

SITE 1 - STA. 563+00.000 TO STA. 592+40.000

ECP-3

ECP-4

ECP-5

ECP-6

ECP-7

ECP-8

VS-1

97

96

RIGHT-OF-WAY MARKERS - SITE 1

RIGHT-OF-WAY MARKERS - SITE 2

RIGHT-OF-WAY MARKERS - SITE 3

CONSTRUCTION SIGNING - SITE 1 STA. 563+00.000 TO STA. 592+40.000

TC3-2

58

59

98

99

ESTIMATED QUANTITIES - EARTHWORK

ESTIMATED QUANTITIES - EARTHWORK CONT'D

ESTIMATED QUANTITIES - DRIVEWAYS

ESTIMATED QUANTITIES - DRIVEWAYS CONT'D

ESTIMATED QUANTITIES - SIDE DRAINS

SUMMARY OF TRAFFIC CONTROL ITEMS

31

32

33

EQ-10

EQ-11

EQ-12

ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNS - COPIAH TOTAL

9

41

10

42

43

SITE 4: STA 25+00.000 TO STA 54+00.000

SITE 4: STA 51+00.000 - EOP

SITE 4: LOCAL ROAD TRAXLER

FG-4

48

FORM GRADE - SITE 4 CHAPMAN ROAD

TC1-4

54

TC1-5

55

61

TC2-4

60

70

69

68

CS-5 73

CS-6 74

PMD-6

PMD-7

PMD-8 82

83

PAVEMENT MARKINGS - SITE 4 STA 25+00.000 TO STA 48+86.000

92

93

94

ECP-9

ECP-10

SITE 4 - STA 25+00.000 TO STA 54+00.000

SITE 4 - LOCAL TRAXLER ROAD

TYPICAL TEMPORARY EROSION/SEDIMENT CONTROL APPLICATIONS ECD-1

RIGHT-OF-WAY MARKERS - SITE 4

ECP-10A

TS-4

8

TS-5

TS-6

10

9

TS-7

11

MAINLINE TRANSITIONS - SITES 1 & 4

CONSTRUCTION AND REMOVAL OF DETOUR ROAD - SITES 2 & 3

ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNS - HINDS TOTAL

FORM GRADE - SITE 1 MYLES STATION ROAD

FORM GRADE - SITE 3 BISHOP DRIVE

FORM GRADE - SITE 4 TRAXLER ROAD FG-5

PAVEMENT MARKINGS - SITE 2 STA. 280+00.000 TO STA. 302+64.513

PAVEMENT MARKINGS - SITE 3 STA. 315+60.950 TO STA. 333+67.800

INTERSECTION DETAIL SHEET (1)

10A

WIDEN AND OVERLAY - SITES 2 & 3

NEW CONSTRUCTION AND REMOVAL OF EXISTING EMBANKMENT - SITES 1 & 4

TCTS2-1

TCTS3-1PHASE 3 - TRAFFIC CONTROL TYPICAL SECTION

CONSTRUCTION SIGNING - SITE 1 B.O.P. TO STA. 563+00.000

CONSTRUCTION SIGNING - SITE 4 STA. 50+00.000 TO E.O.P.

CONSTRUCTION SIGNING - SITE 4 B.O.P. TO STA. 50+00.000

81

PAVEMENT MARKINGS - TRAXLER ROAD - SITE 4 STA 8+20.000 TO STA 16+00.000

PHASE 1 - TRAFFIC CONTROL TYPICAL SECTION

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 1

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 2

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 3

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 4

PHASE 1 - TRAFFIC CONTROL PLANS - SITE 4

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 1

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 2

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 3

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 4

PHASE 2 - TRAFFIC CONTROL PLANS - SITE 4

PHASE 3 - TRAFFIC CONTROL PLANS - SITE 2

PHASE 3 - TRAFFIC CONTROL PLANS - SITE 3

SITE 4 - STA 51+00.000 TO E.O.P.

PAVEMENT MARKINGS - SITE 4 STA 48+86.000 TO E.O.P.

37

ESTIMATED QUANTITIES - BOX CULVERTS, BOX BRIDGES, DRAINAGE STRUCTURES

ESTIMATED QUANTITIES - PAVEMENT MARKINGS, EROSION CONTROL ITEMS

GENERAL NOTES GN-2

WIDEN AND OVERLAY - SITES 1 & 4

BEPR-SSBRIDGE END PAVEMENT (WITH RAIL, OVERLAY, AND SLEEPER SLAB)

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

COUNTY :

PROJECT NO.STP/EXB-0039-01(013)/02(048)

COPIAH/HINDS

DETAILED INDEX

NEW CONSTRUCTION - SITE 3

LOCAL ROAD - SITE 4

SITES 1, 3, AND 4

EROSION CONTROL PLAN (9)

ESTIMATED QUANTITIES - GUARD RAIL

ESTIMATED QUANTITIES - REMOVAL ITEMS, BRIDGE END PAVEMENT

TC2-5

RWC-1

RWC-2

RWC-3

RWC-4

BEPR-1B33.5" BRIDGE END PAVEMENT RAIL

FORM GRADE - SITE 1 REALIGNMENT TIE-IN

FG-3 50

MISCELLANEOUS TYPICAL SECTION DETAILS MTSD

ROADWAY DESIGN

03/10/2017

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED MJW DATE 03/10/17

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

8/18/2017

11:22:28

DI.dgn

STP/EXB-0039-02(048)STP/EXB-0039-01(013)

DI.DGN

2

103045/301000 102469/301000FMS CON:

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

19

20

21

SQ-7

SQ-8

SQ-9

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

16

17

18

SQ-4

SQ-5

SQ-6

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

22

23

24

SQ-10

SQ-11

SQ-12

100

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

FMS CON. #103045/301000 102469/301000

PS & E PLANS-03/10/2017

MJW6/21/17

8/18/17 MJW13-24

13-24,26,97

mwarkentin1st Order Revision

PERMANENT SIGNING PLAN (6)

SITE 1 - B.O.P. TO STA. 563+00.000

SITE 1 - STA. 563+00.000 TO STA. 592+40.000

PSP-1

PSP-2

PSP-3

PSP-4

PSP-5

PSP-6

SITE 4 - STA 14+00.000 TO STA 37+50.000

1002

1003

1004

1005

1006

DETAILS OF SEDIMENT BARRIER APPLICATIONS ECD-2

DETAILS OF SILT FENCE INSTALLATION ECD-3

DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS ECD-4

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

BALE DITCH CHECKS

ECD-5

ECD-6DETAILS OF EROSION CONTROL WATTLE DITCH CHECK

ECD-7

ECD-8

ECD-9

ECD-10

ECD-11

ECD-12

ECD-13

ECD-14

ECD-15

ECD-16

ECD-17

DETAILS OF EROSION CONTROL SILT DIKE DITCH CHECK

ROCK DITCH CHECK

INLET PROTECTION: TYPICAL APPLICATIONS AND DETAILS

INLET PROTECTION DETAILS FOR COARSE AGGREGATE ON GRADES & SAGS

INLET PROTECTION DETAILS OF WATTLES

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE

INLET PROTECTION DETAILS OF SAND BAG

STABILIZED CONSTRUCTION ENTRANCE

TEMPORARY CULVERT STREAM CROSSING

TEMPORARY STREAM DIVERSION ECD-18

ECD-19

ECD-20

TEC-2

SDRO-1

TEMPORARY STREAM DIVERSION (BOX EXTENSIONS)

FLOATING TURBIDITY CURTAIN

DETAILS OF TYPICAL DITCH TREATMENTS

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

DT-1

SDSE-2A

RW-1

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

SUPERELEVATION RUNOFF CASE I: ROTATION ABOUT CENTERLINE

ROW-OF-WAY MARKER

GUARDRAIL (TEMPORARY): TYPICAL INSTALLATION AT DETOUR BRIDGE ENDS TGR-1

SDTCP-10

SDSN-8

BSD-1

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

TYPICAL INSTALLATION AND DETAILS OF DELINEATORS AND DISTANCE REFERENCE SIGNS

SIGNING DETAILS FOR TWO LANE & FOUR LANE BRIDGE APPROACHES

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

GUARD RAIL: "W" BEAM (WOOD POSTS)

GUARD RAIL: "W" BEAM (STEEL POSTS)

STANDARD ROADSIDE SIGNS

STANDARD ROADSIDE SIGNS

STANDARD ROADSIDE SIGNS

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

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

TRAFFIC CONTROL PLAN: UNEVEN PAVEMENT DETAILS

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

RURAL DRIVEWAYS

TYPICAL GRADING TRANSITION BETWEEN CUTS & FILLS

PIPE CULVERT INSTALLATION

PIPE COLLAR-CONCRETE

FLARED END SECTION FOR CONCRETE PIPE

FLARED END SECTION FOR CONCRETE ARCH PIPE

PM-1 6120

6182GR-1B

6222SN-3

6223SN-3A

SN-3B 6224

6225SN-4

6226SN-4A

SN-4B 6227

SN-6B 6231

TCP-1 6250

TCP-14 6263

TCP-15 6264

6271RD-1

GT-1 6272

PI-1 6300

PC-1 6301

FE-1 6328

6329FE-1A

7163

7164

PD-1 6141TYPICAL PLANTING DETAILS FOR TREES & SHRUBS

GR-2G

GUARD RAIL: BRIDGE END SECTION TYPE "I" (WOOD POSTS)

GUARD RAIL: BRIDGE END SECTION TYPE "I" (STEEL POSTS)

GR-2F

GUARD RAIL: TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR 2-LANE, 2-WAY HIGHWAY GR-4A 6195

GUARD RAIL: MISCELLANEOUS HARDWARE GR-HW 6202

6230BREAKAWAY SIGN SUPPORTS SN-6A

TCP-8 6257SHORT DURATION CLOSING OF TWO-LANE TWO-WAY HIGHWAYS

DRIVEWAYS, CURB & GUTTER & SIDEWALK

STANDARD DRAWINGS (32)

1001

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

SITE 1 9001-9035

9036-9047

9048-9057

9058-9083

9084-9088

SITE 2

SITE 3

SITE 4

SITE 4 - TRAXLER ROAD

CROSS-SECTIONS (88)

131

132

133

134

135

136

266

137

SITE 2 - STA. 280+00.000 TO STA. 302+64.513

SITE 3 - STA. 315+60.950 TO STA. 333+67.800

138

SDSD-1

TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE "D" SILT BASIN)

NOTE: SEE SHEET DI-BR FOR DETAILS

SD-ICJ-1

SD-ICJS

CRPMSR-22-LANE, 2-WAY CLEAR RAISED PAVEMENT MARKERS PLACED ON SIDE ROADS

SKEWED COLLAR DETAILS FOR BOX STRUCTURES (SINGLE, DOUBLE, TRIPLE, & QUADRUPLE)

COLLAR DETAILS FOR BOX STRUCTURES (SINGLE, DOUBLE, TRIPLE, & QUADRUPLE)

SD-IWS-3

SD-IWS-3A

SD-IBS-5-2W

WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING SINGLE CELL

WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING SINGLE CELL

BASIC CULVERT DRAWING SINGLE CELL

SITE 4 - STA 37+50.000 TO E.O.P.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

COUNTY :

PROJECT NO.STP/EXB-0039-01(013)/02(048)

COPIAH/HINDS

DETAILED INDEX

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK ECD-21

ECD-22

RUMBLE STRIPES, TWO LANE HIGHWAYS (ASPH. LANES, 2-FT ASPH. SHLD) RS-1

SEDIMENT RETENTION BARRIER

ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM

ROCK FILTER DAM

139

TEC-D

6180GR-1

DT-1A

EC-1

ECB-1

TEC-3

SSD-1

TCP-SC

TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)

BREAKAWAY SIGN SUPPORTS

TRAFFIC CONTROL DETAILS: DRUM PLACEMENT AND SHOULDER CLOSURE

LOCATION OF R16-3 SIGNS

DITCH TREATMENT INSTALLATION DETAIL FOR SOIL REINFORCING MAT

EROSION CONTROL

EROSION CONTROL BLANKET

140

141

142

143

144

145

SDSN-6B

GR-RRGUARD RAIL: RUB RAIL HARDWARE SHEET

ED-1 6274SPUR DIKE: EARTH

146

147

148

6184GR-2GUARD RAIL: BRIDGE END SECTIONS, TYPE "A" AND "C"

BASIC CULVERT DRAWING: WINGS WITH 3:1 SLOPES FOR BASIC CULVERT DRAWING, DOUBLE CELL, 15°SKEW DETAILS

BASIC CULVERT DRAWING: WINGS WITH 3:1 SLOPES FOR BASIC CULVERT DRAWING, DOUBLE CELL, 15°SKEW DETAILS

7118

7119

IBD-8

IBD-8

7120IBD-8

BASIC CULVERT DRAWING: DOUBLE CELL, 8 FT. HEIGHT, 16-32 FT. SPANS

BASIC CULVERT DRAWING: DOUBLE CELL, 8 FT. HEIGHT, 16-32 FT. SPANS

BASIC CULVERT DRAWING: DOUBLE CELL, 8 FT. HEIGHT, 16-32 FT. SPANS

IWD-8-3W-15

IWD-8-3W-15

7165IWD-8-3W-15BASIC CULVERT DRAWING: WINGS WITH 3:1 SLOPES FOR BASIC CULVERT DRAWING, DOUBLE CELL, 15°SKEW DETAILS

109

149

TOTAL EXCLUDING BRIDGE SHEETS =

BRIDGE SHEET

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED MJW DATE 03/10/17

DI-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

5/3/2017

08:40:48

DI.dgn

STP/EXB-0039-02(048)STP/EXB-0039-01(013)

DI.DGN

3

FMS CON: 103045/301000 102469/301000

101

102

103

104

105

106

107

108

GENERAL NOTESGENERAL NOTES (CONT.)

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED MJW DATE 03/10/17

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

5/3/2017

08:40:49

GN.dgn

STP/EXB-0039-02(048)STP/EXB-0039-01(013)

GENERAL NOTES

GN.DGN

4

COUNTY:

PROJ. NUM.:

FMS CON: 103045/301000 102469/301000

STP/EXB-0039-01(013)/02(048)

COPIAH / HINDS

GENERAL NOTES

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM PICKERING CHECKED MJW DATE 03/10/17

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

5/3/2017

08:41:33

GN.dgn

STP/EXB-0039-02(048)STP/EXB-0039-01(013)

GENERAL NOTES

GN.DGN

5

COUNTY:

PROJ. NUM.:

FMS CON: 103045/301000 102469/301000

STP/EXB-0039-01(013)/02(048)

COPIAH / HINDS