WEIGH-IN-MOTION TRUCK SCALE FACILITIES ON I-55 …mdot.ms.gov/bidsystem_data/20170328/PLANDATA/102098301.pdf · ts-9 15 ts-10 16 estimated quantities for traffic control signs eq-tc2

EQUATIONS

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.

0.00

0.00

COMO

23 24 19 20 21 22 23 24 19

3025262729 2830

2526

35 36 31 32 33 34 35 36 31

612345612

20 21 22 23 2419

20 21 22 23 24 19

302526272829

302526272829

32 33 34 35 36 3132

33 34 35 36 31

3 2 1 6 5 4 3 2 1 65

SENATOBIA

232320 21 22

202222

19 22 24231919

2323

26 25 27 2825 26 25 302930

36 3332 353135

3634

3336333234

31363231 31

2 41 5 63 2 4 2 61 45 26 3 1

1211 987 10

1112

12

98

118 9 10 12 77

13 18 16 1314 17 15 17 1315 1416 1817 1318 15

21

24

27

30 29

27

26 25 3029

28

26

2024

3534

6 1

3

10

711

14 1816

14

24

28

35

5

PANOLA COUNTYTATE COUNTY

51

51

310 310

TATE COUNTY

PANOLA COUNTY

TATE COUNTY

PANOLA COUNTY

R9

W

R8

W

R8

W

R7

W

R7

W

R6

W R5

W

R6

W

Wolf

Senatobia

Canal

Ja

mes

R6

W

R5

W

R8

W

R7

W

R9

W

R8

W

FACILITYTRUCK SCALESOUTHBOUND

FACILITYTRUCK SCALENORTHBOUND

+134,962.87 FT.

-2.27 FT.

-3.07 FT.

-100.00 FT.

STA. 1452+52.87 BK = STA. 102+90.00 AH =

STA. 1431+97.73 BK = STA. 1432+00.00 AH =

STA. 1379+96.93 BK = STA. 1380+00.00 AH =

STA. 1363+29.74 BK = STA. 1364+29.74 AH =

TOTAL = +134,857.53 FT.

CL I-55

CL SOUTHBOUND LANES I-55 (LT. LANES)

+134,959.61 FT.

-2.27 FT.

STA. 1452+61.09 BK = STA. 103+01.48 AH =

STA. 1431+97.73 BK = STA. 1432+00.00 AH =

TOTAL = +134,957.34 FT.

CL NORTHBOUND LANES I-55 (RT. LANES)

TOTAL = +134,976.72 FT.

STA. 1452+64.07 BK = STA. 102+77.00 AH =

STA. 1450+42.77 BK = STA. 1450+50.77 AH =

STA. 1431+97.73 BK = STA. 1432+00.08 AH =

+134,987.07 FT.

-8.00 FT.

-2.35 FT.

STA. 1309+50 C INTERSTATE 55BEGINNING OF PROJECT

L

LSTA. 233+00 C INTERSTATE 55END OF PROJECT

27,207.53

TOTAL

MI.

MI.

MI.

MI.

MI.

2.689

0.00

2.689

0.00

2.689

PANOLA CO.

MI.

MI.

MI.

MI.

MI.

0.00

0.00

TATE CO.

= STA. 102+90.00 AH= STA. 1452+52.87 BKCOUNTY LINE

CA

NA

DIA

N

NA

TIO

NA

L

RR

DATE

REVISIO

NS

BY

APPROVED:

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

{

EXCEPTIONS

1

1

STATESHEET

NO.

SCALES

PLAN

PROFILE

LAYOUT

HOR.VERT.

STATE OF MISSISSIPPI

WEIGH-IN-MOTION TRUCK SCALE FACILITIES

ON I-55 (NORTHBOUND & SOUTHBOUND)

1 IN.= 50 FT.

1 IN.= 50 FT.1 IN.= 5 FT.


1 IN.= 6,000 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

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.

12/2/2016

10:14:47

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

Y

N

N

N

NO STORMWATER PERMIT REQUIRED (<1 ACRE)

Y

S

N

REQUIRED, CNOI SUBMITTED BY MDOT

REQUIRED, SCNOI TO BE SUBMITTED BY

N

(NECESSARY FOR ULTIMATE IMPROVEMENTS ONLY):

(APPROX. MIDDLE OF PROJECT)

STATE MAP

(DISTURBED AREA=5 ACRES)

CONTRACTOR (1 TO 4.99 ACRES)

FEDERAL AID PROJECT NO. NH-0055-04(079)

MISSISSIPPI

PROJECT NUMBER

P S & E DATE:

DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER

EXECUTIVE DIRECTOR

CL

AR

KS

DALE

FMS. CONST. NO.

GENERAL INDEX

PROJECTTHISINCLUDED

SHEETWITHBEGIN

9001

8001

7501

7001

6001

5001

4001

3001

2001

1001

1

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . .

NONE

NONE

NONE

DESIGN CONTROL

ADT ( ) = : ADT ( ) =

DHV = : D = % T= %

MPH = V (SPEED DESIGN)70

2018 2,800 2038 4,100

490 99 99

DESIGN CONTROL

ADT ( ) = : ADT ( ) =

DHV = : D = % T= %

2018 3,300 2038 4,700

560 99 99

NB SCALESI-55

SB SCALESI-55

WIM LANES

MPH = V (SPEED DESIGN)25STATIC/BYPASS

MPH = V (SPEED DESIGN)70WIM LANES

MPH = V (SPEED DESIGN)25STATIC/BYPASS

PANOLA & TATE COUNTIES

NH-0055-04(079)

P.E. NH-0055-04(079) 102098/101000

ROADWAY . . . . . . . . . . . . . . . . . . . .

PERMANENT SIGNS . . . . . . . . . . .

TRAFFIC SIGNALS . . . . . . . . . . . . .

ITS COMPONENTS . . . . . . . . . . . . .

LIGHTING . . . . . . . . . . . . . . . . . . . .

BUILDING AND UTILITY . . . . . . .

ROADWAY STANDARD DWGS . .

BRIDGE . . . . . . . . . . . . . . . . . . . . . .

CROSS SECTIONS . . . . . . . . . . . . .

BOX CULVERT STD. DRAWINGS (LRFD)

BOX CULVERT STD. DRAWINGS (STD. SPEC.)

55

55

2.464

2.464

2.464

5.153

5.153

5.153

N

N

N

N

102098/301000 (PANOLA)

102098/302000 (TATE)

12 / 07 / 16

ROADWAY PLANS ARCHITECTURAL PLANS

SITE ELECTRICAL PLANS BUILDING ELECTRICAL PLANS

PLUMBING / MECHANICAL PLANS

pfurr

MF

pfurr

VGR-MDOT

pfurr

JV

pfurr

MWE

pfurr

dhw

DESCRIPTION OF SHEET NO. NO.WKG. SH.

1

DETAILED INDEX 2DI-1

GENERAL NOTES 6GN-1

TS-1

TS-2

TS-3

TS-4

TS-5

TS-6

TS-7

DETAILED INDEX & GENERAL NOTES ( 5 )

TITLE SHEET ( 1 )

TYPICAL SECTION SHEETS ( 10 )

TYPICAL SECTIONS - RAMPS

TYPICAL SECTIONS - STATIC & BYPASS LANE SEPARATION



TYPICAL SECTIONS - INSPECTION LANE

TYPICAL SECTIONS - TRUCK PARKING AREAS

SQ-1

SQ-2

SQ-3

SUMMARY OF QUANTITIES



SQ-4SUMMARY OF QUANTITIES

LAY-1

PLN-1

PLAN SHEETS ( 5 )

PROJECT LAYOUT - NORTHBOUND & SOUTHBOUND WIM SCALE FACILITIES

NORTHBOUND SCALE FACILITY SITE PLAN

PLN-2SOUTHBOUND SCALE FACILITY SITE PLAN

3

4

5

6

7

8SOUTHBOUND STATIC LANE - STA. 419+00 TO STA. 434+00

9

10

11

12

NORTHBOUND STATIC LANE - STA. 414+00 TO STA. 426+00



NORTHBOUND STATIC LANE - STA. 456+00 TO STA. 111+95.12 CL I-55 NB

SOUTHBOUND STATIC LANE - STA. 411+11.43 TO STA. 419+00

SOUTHBOUND STATIC LANE - STA. 434+00 TO STA. 449+00

SOUTHBOUND STATIC LANE - STA. 449+00 TO STA. 459+76.52

NORTHBOUND INSPECTION LANE - STA. 10+00 TO STA. 22+68.66

SOUTHBOUND INSPECTION LANE - STA. 30+00 TO STA. 41+88.63


7

8

9

10

11

12

17

18

19

34

39

67

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH (INTERSTATES AND

OTHER 4-LANE DIVIDED HIGHWAYS) (MEDIAN LANE OR OUTSIDE LANE CLOSURE) (EXTENDED PERIOD) SDTCP-4

TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE TCP-SC

TRAFFIC CONTROL DETAILS TCD-1


13

20

PAVEMENT MARKING DETAILS FOR INTERCHANGE ENTRANCE RAMPS (PARALLEL AND TAPER)

PAVEMENT MARKING DETAILS FOR INTERCHANGE EXIT RAMPS (PARALLEL AND TAPER)

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

D-1

D-2

NORTHBOUND SCALE FACILITY SITE DETAILS

SOUTHBOUND SCALE FACILITY SITE DETAILS

MISCELLANEOUS SITE DETAILS - NORTHBOUND SCALE FACILITY MSD-1

MISCELLANEOUS SITE DETAILS - NORTHBOUND SCALE FACILITY MSD-2

49SE-1SUPERELEVATION TRANSITION DETAILS - NORTHBOUND STATIC - STA. 414+00 TO STA. 429+80

SE-2SUPERELEVATION TRANSITION DETAILS - NORTHBOUND STATIC - STA. 429+80 TO STA. 439+40

SE-3SUPERELEVATION TRANSITION DETAILS - NORTHBOUND STATIC - STA. 439+40 TO STA. 448+60

SE-4SUPERELEVATION TRANSITION DETAILS - SOUTHBOUND STATIC - STA. 417+00 TO STA. 425+75



SE-7SUPERELEVATION TRANSITION DETAILS - SOUTHBOUND STATIC - STA. 443+75 TO STA. 459+76.52

FG-1FORM GRADES-NORTHBOUND STATIC-STA. 414+00 TO STA. 420+00 / STA. 426+80 TO STA. 430+25

FG-2

FG-3

FG-4

FG-5

FG-6FORM GRADES-SOUTHBOUND STATIC-STA. 444+19.32 TO STA. 448+00 / STA. 454+25 TO STA. 459+76.52

FORM GRADES-SOUTHBOUND STATIC-STA. 423+30 TO STA. 428+64.09 / STA. 429+50 TO STA. 434+75

FORM GRADES-SOUTHBOUND STATIC-STA. 411+11.43 TO STA. 423+30

FORM GRADES-NORTHBOUND STATIC-STA. 449+20 TO STA. 458+75

FORM GRADES-NORTHBOUND STATIC-STA. 439+25 TO STA. 443+50 / STA. 444+20 TO STA. 449+20

SDSD-1


SDPM-3

SDPM-4

SQ-5SUMMARY OF QUANTITIES 21

EQ-1 22ESTIMATED QUANTITIES - REMOVAL ITEMS

EQ-2 23ESTIMATED QUANTITIES - DRAINAGE STRUCTURES

EQ-4 25

26ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNS EQ-TC1

ESTIMATED QUANTITIES - STANDARD ROADSIDE SIGNS SRS-1

ESTIMATED QUANTITIES - STANDARD ROADSIDE SIGNS SRS-2

DSQ-1ESTIMATED QUANTITIES - DIRECTIONAL SIGNING QUANTITIES

QUANTITY SHEETS ( 17 )

EQ-PMESTIMATED QUANTITIES - PAVEMENT MARKINGS

EQ-3 24

DSQ-2ESTIMATED QUANTITIES - DIRECTIONAL SIGNING QUANTITIES

STATE PROJECT NO.

MISS.

DA

TE

RE

VIS

ION

BY

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM NS CHECKED DATE

DI-1


RO

AD

WA

Y

DESIG

N

DIV

ISIO

NMIS

SIS

SIP

PI

DEP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

1/20/2017

14:15:29

di.dgn

NH-0055-04(079)

DETAILED INDEX

DI.DGN

2

COUNTY:

FMS CON:102098/301000

NH-0055-04(079)

PANOLA & TATE

PROJ. NO.:

CONSTRUCTION SIGNING CS-1

SDTCP-10


BOX CULVERT BENDING DETAIL BCB-1

DRIVEWAYS, CURB & GUTTER & SIDEWALK

SDSD-2DRIVEWAYS, INTEGRAL CURB & SIDEWALK

ESTIMATED QUANTITIES - EARTHWORK, CURB & GUTTER AND GUARDRAIL

PLAN & PROFILE SHEETS ( 10 )

SPECIAL DESIGN DRAWINGS ( 72 )

SDCCR-1

SDCCR-2

SDCCR-3

SDCCR-4

CURB RAMPS - RAMP DESIGN ELEMENTS

CURB RAMPS - PLACEMENT DETAILS

CURB RAMPS - PLACEMENT DETAILS

CURB RAMPS - DETECTABLE WARNING DETAILS

TYPICAL SECTIONS - NORTHBOUND RAMP

TYPICAL SECTIONS - MAINLINE WIM SCALE

TS-8 14

TS-9 15

16TS-10

27ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNS EQ-TC2

28EQ-TC3ESTIMATED QUANTITIES FOR TRAFFIC CONTROL BREAKAWAY SIGN SUPPORTS SDSN-6B

EDGE DRAIN DETAIL EDD-EX

RW-1

TIP-1TRUCK INSPECTION PIT DETAILS

RIGHT-OF-WAY MARKER

ROW-1ROW MARKER COORDINATE SHEET

TYPICAL SECTIONS - MAINLINE/RAMP TRANSITION NORTHBOUND

TYPICAL SECTIONS - MAINLINE/RAMP TRANSITION SOUTHBOUND

29

30

31

32

33

35

36

37

38

40

41

42

43

44

45

46

47

48

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

REVISIONS

DATE SHEET NO. BY

Solutions you can build upon

PS & E PLANS-DATE 12-07-16

FMS CON. # 102098/301000

FMS CON. # 102098/302000

ESTIMATED QUANTITIES - BOX CULVERTS, SIDE DRAINS, FENCE AND EROSION CONTROL

ROADWAY PLANS1-23-17 JPF29, 33, 132, 133, 1012,

3, 5, 8, 16, 17, 18, 20, 26,

pfurr

MWE

pfurr

MDOT-1st Order

blatiker

Typewritten Text

,5035

blatiker

Typewritten Text

blatiker

Typewritten Text

EROSION CONTROL PLAN - NB STATIC LANE - STA. 414+00 TO STA. 426+00 ECP3

EROSION CONTROL PLAN - NB STATIC LANE - STA. 426+00 TO STA. 441+00 ECP4

ECP5

ECP6

ECP7

ECP8

ECP9

ECP10

ECP11

ECP12

EROSION CONTROL PLAN - NB STATIC LANE - STA. 441+00 TO STA. 456+00

EROSION CONTROL PLAN - NB STATIC LANE - STA. 456+00 TO STA. 111+95.12 CL I-55 NB

EROSION CONTROL PLAN - SB STATIC LANE - STA. 411+11.43 TO STA. 419+00

EROSION CONTROL PLAN - SB STATIC LANE - STA. 449+00 TO STA. 459+76.52

EROSION CONTROL PLAN - SB STATIC LANE - STA. 419+00 TO STA. 434+00

EROSION CONTROL PLAN - SB STATIC LANE - STA. 434+00 TO STA. 449+00

EROSION CONTROL PLAN - NB INSPECTION LANE - STA. 10+00 TO STA. 22+68.66

EROSION CONTROL PLAN - SB INSPECTION LANE - STA. 30+00 TO STA. 41+88.63

TYPICAL TEMPORARY EROSION/SEDIMENT CONTROL APPLICATIONS ECD-1

ECD-2DETAILS OF SEDIMENT BARRIER APPLICATIONS

ECD-3DETAILS OF SILT FENCE INSTALLATION

DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS ECD-4

TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES,

ECD-5 SILT FENCE AND HAY BALE DITCH CHECKS

DETAILS OF EROSION CONTROL WATTLE DITCH CHECK ECD-6

DETAILS OF EROSION CONTROL SILT DIKE DITCH CHECK ECD-7

ROCK DITCH CHECK ECD-8

ECD-9

INLET PROTECTION TYPICAL APPLICATIONS AND DETAILS

ECD-10

INLET PROTECTION DETAILS FOR COARSE AGGREGATE ON GRADES & SAGS

ECD-11

INLET PROTECTION DETAILS OF WATTLES

ECD-12

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE

ECD-13

INLET PROTECTION DETAILS OF SAND BAG

ECD-14

STABILIZED CONSTRUCTION ENTRANCE

ECD-15

TEMPORARY CULVERT STREAM CROSSING

ECD-16

TEMPORARY STREAM DIVERSION

ECD-17

TEMPORARY STREAM DIVERSION (BOX EXTENSIONS)

ECD-18

FLOATING TURBIDITY CURTAIN

ECD-19

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK

ECD-20

DETAILS OF TYPICAL DITCH TREATMENTS DT-1

TYPICAL TEMPORARY EROSION CONTROL MEASURES (SLOPE DRAIN AND TYPE A SILT BASIN) TEC-2

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

TEC-D (RIPRAP DIKE SILT BASIN) 135 CU. YDS. CAPACITY PER ACRE OF DRAINAGE


PMD-1

PMD-2

PMD-3

PMD-4

PMD-5

PMD-6

PMD-7

PMD-8


L-3

LD-2

LD-1

L-4

L-2

L-1

LQ-1

WIM-1

WIM-2

WIM-3

WIM-4

WIM-6

WIM-7

WIM-9

WIM-5

WEIGH-IN-MOTION PLAN - NORTHBOUND I-55 - STA. 1374+40 CL I-55 TO STA. 1393+20 CL I-55

WEIGH-IN-MOTION PLAN - NORTHBOUND I-55 - STA. 1393+20 CL I-55 TO STA. 1412+00 CL I-55

WEIGH-IN-MOTION PLAN - NORTHBOUND I-55 - STA. 1412+00 CL I-55 TO STA. 429+80 NB STATIC

WEIGH-IN-MOTION PLAN - NORTHBOUND I-55 - STA. 429+80 NB STATIC TO STA. 439+40 NB STATIC

WEIGH-IN-MOTION PLAN - SOUTHBOUND I-55 - STA. 434+75 SB STATIC TO STA. 443+75 SB STATIC

WEIGH-IN-MOTION PLAN - SOUTHBOUND I-55 - STA. 443+75 SB STATIC TO STA. 111+00 CL I-55

WEIGH-IN-MOTION PLAN - SOUTHBOUND I-55 - STA. 111+00 CL I-55 TO STA. 128+20 CL I-55

WEIGH-IN-MOTION PLAN - SOUTHBOUND I-55 - STA. 145+80 CL I-55 TO STA. 160+00 CL I-55

PSP-1

PSP-2

PSP-3

PSP-4

PSP-6

PSP-7

PSP-8

PSP-5

DSD-1DIRECTIONAL SIGNING DETAILS

DSD-2DIRECTIONAL SIGNING DETAILS

PSP-9

PSP-10

PSP-11

PSP-12

PERMANENT SIGNING PLAN - NORTHBOUND I-55 - STA. 1276+00 CL I-55 TO STA. 1393+20 CL I-55

PERMANENT SIGNING PLAN - NORTHBOUND I-55 - STA. 1393+20 CL I-55 TO STA. 1412+00 CL I-55

PERMANENT SIGNING PLAN - NORTHBOUND I-55 - STA. 1412+00 CL I-55 TO STA. 429+80 NB STATIC

PERMANENT SIGNING PLAN - NORTHBOUND I-55 - STA. 429+80 NB STATIC TO STA. 439+40 NB STATIC

PERMANENT SIGNING PLAN - NORTHBOUND I-55 - STA. 439+40 NB STATIC TO STA. 457+00 NB STATIC

PERMANENT SIGNING PLAN - NORTHBOUND I-55 - STA. 457+00 NB STATIC TO E.O.P.

PERMANENT SIGNING PLAN - SOUTHBOUND I-55 - STA. 411+11.43 SB STATIC TO STA. 425+75 SB STATIC

PERMANENT SIGNING PLAN - SOUTHBOUND I-55 - STA. 425+75 SB STATIC TO STA. 434+75 SB STATIC

PERMANENT SIGNING PLAN - SOUTHBOUND I-55 - STA. 434+75 SB STATIC TO STA. 443+75 SB STATIC

PERMANENT SIGNING PLAN - SOUTHBOUND I-55 - STA. 443+75 SB STATIC TO STA. 111+00 CL I-55

PERMANENT SIGNING PLAN - SOUTHBOUND I-55 - STA. 111+00 CL I-55 TO STA. 128+20 CL I-55

PERMANENT SIGNING PLAN - SOUTHBOUND I-55 - STA. 128+20 CL I-55 TO STA. 249+00 CL I-55

4001

4002

4003

4004

4005

4006

4007

4008

1001

1002

1003

1004

1005

1006

1007

1008

1009

1010

1011

1012

1013

1014

2001

2002

2003

2004

2005

2006

2007

2009

VEGETATION SCHEDULE VS-1

PMD-9

PMD-10

PMD-11

PMD-12

PAVEMENT MARKING DETAILS - NORTHBOUND I-55 - STA. 1384+00 CL I-55 TO STA. 1393+20 CL I-55

PAVEMENT MARKING DETAILS - NORTHBOUND I-55 - STA. 1393+20 CL I-55 TO STA. 1412+00 CL I-55

PAVEMENT MARKING DETAILS - NORTHBOUND SCALES - STA. 1412+00 CL I-55 TO STA. 429+80 NB STATIC

PAVEMENT MARKING DETAILS - NORTHBOUND SCALES - STA. 429+80 NB STATIC TO STA. 439+40 NB STATIC

PAVEMENT MARKING DETAILS - NORTHBOUND SCALES - STA. 439+40 NB STATIC TO STA. 457+00 NB STATIC

PAVEMENT MARKING DETAILS - NORTHBOUND SCALES - STA. 457+00 NB STATIC TO STA. 111+95.12 CL NB I-55

PAVEMENT MARKING DETAILS - SOUTHBOUND SCALES - STA. 411+11.43 SB STATIC TO STA. 425+75 SB STATIC

PAVEMENT MARKING DETAILS - SOUTHBOUND SCALES - STA. 425+75 SB STATIC TO STA. 434+75 SB STATIC

PAVEMENT MARKING DETAILS - SOUTHBOUND SCALES - STA. 434+75 SB STATIC TO STA. 443+75 SB STATIC

PAVEMENT MARKING DETAILS - SOUTHBOUND SCALES - STA. 443+75 SB STATIC TO STA. 111+00 CL I-55

PAVEMENT MARKING DETAILS - SOUTHBOUND I-55 - STA. 111+00 CL I-55 TO STA. 128+20 CL I-55

PAVEMENT MARKING DETAILS - SOUTHBOUND I-55 - STA. 128+20 CL I-55 TO STA. 145+80 CL I-55

SPECIAL DESIGN DRAWINGS ( CONT'D. )

STATE PROJECT NO.

MISS.

DA

TE

RE

VIS

ION

BY

WORKING NUMBER



DI-2


RO

AD

WA

Y

DESIG

N

DIV

ISIO

NMIS

SIS

SIP

PI

DEP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

1/20/2017

10:27:17

di.dgn

1-23-17

RE

MO

VE

D

SH

EE

T #13

3

JP

F

NH-0055-04(079)

DETAILED INDEX

DI.DGN

3

COUNTY:

FMS CON:102098/301000

NH-0055-04(079)

PANOLA & TATE

PROJ. NO.:

EC-1EROSION CONTROL

TEC-3TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)

ECD-21

ECD-22SEDIMENT RETENTION BARRIER

ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM

ROCK FILTER DAM

PAVEMENT MARKING DETAILS ( 12 )

PERMANENT SIGNING PLANS ( 14 )

WEIGH-IN-MOTION SIGNALIZATION PLANS ( 9 )

LIGHTING GENERAL NOTES, ABBREVIATIONS AND LEGEND

ESTIMATED QUANTITIES - LIGHTING

LIGHTING PLAN - STA. 1410+00 TO STA. 1425+00




LIGHTING DETAILS

LIGHTING DETAILS

LD-4

LD-3 4009

4010

LIGHTING DETAILS

LIGHTING DETAILS

LGN-1

SITE LIGHTING PLANS ( 10 )

118

121

83

119

120

WIM-8WEIGH-IN-MOTION PLAN - SOUTHBOUND I-55 - STA. 128+20 CL I-55 TO STA. 145+80 CL I-55 2008

LD-5 4011LIGHTING DETAILS

97

84

85

86

87

88

89

90

91

92

93

94

95

96

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

122

123

124

125

126

127

128

129

130

131

132

SITE ELECTRICAL PLANS ROADWAY PLANS

1

1

pfurr

VGR-MDOT

pfurr

MWE

pfurr

MDOT-1st Order

PJ-1 6104CONCRETE PAVEMENT JOINTS

PAVEMENT MARKING DETAILS FOR 2-LANE AND 4-LANE DIVIDED HIGHWAYS PM-1 6120

PAVEMENT MARKING LEGEND DETAILS PM-6 6125

FI-2 6165FENCE: TYPICAL INSTALLATION AT DRAINAGE STRUCTURES

STANDARD DIRECTIONAL (GUIDE) SIGNS SN-1 6220

STANDARD ROADSIDE SIGNS SN-3A 6223

STANDARD ROADSIDE SIGNS SN-3B 6224

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4 6225

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4A 6226

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4B 6227

STANDARD DRAWINGS ( 43 )

12-01-99

3-01-02

3-01-02

MB-2A 62053-01-02MEDIAN BARRIER: CONCRETE (PRECAST)

TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO-LANES ROADS TCP-11 6260

TRAFFIC CONTROL PLAN FOR TEMPORARY CONSTRUCTION CROSSOVER (WORK DAY ONLY) TCP-13 6262

TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE DIVIDED HIGHWAYS TCP-15 6264

TYPICAL GRADING TRANSITION BETWEEN CUTS AND FILLS GT-1 6272

INTERCHANGE DESIGN FOR HIGH SPEED TAPERED EXIT RAMP IR-1 6283

INTERCHANGE DESIGN FOR HIGH-SPEED PARALLEL ENTRANCE RAMP IR-2A 6286

MISCELLANEOUS DETAIL SHEET 1. STACKED PIPE JOINTS 2. EXCAVATION AT GRADE POINTS MDS-1 6290

DETAILS OF PAVED FLUMES PF-1 6291

PIPE CULVERT INSTALLATION PI-1 6300

CONCRETE PIPE COLLAR PC-1 6301

6307

DETAILS OF GRATES FOR MEDIAN INLETS IG-1 6314

FLARED END SECTION FOR CONCRETE PIPE FE-1 6328

PAVED INLET APRON AND MEDIAN DITCH PLUG PA-1 6318

B-9 6325DROP INLET AND GRATE DETAILS FOR PIPE AND BOX CULVERTS

TYPICAL INSTALLATION OF GROUND MOUNTED DIRECTIONAL SIGNS SN-5 6228

BREAKAWAY SIGN SUPPORTS SN-6 6229

BREAKAWAY SIGN SUPPORTS SN-6A 6230

SIGN FACE CONST. AND ATTACHMENT OF GROUND MOUNTED DIRECTIONAL SIGNS TO STEEL BEAMS

(EXTRUDED ALUMINUM PANELS) SN-7 6232

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH (INTERSTATES AND OTHER

4-LANE DIVIDED HIGHWAYS) (MEDIAN LANE OR OUTSIDE LANE CLOSURE) (WORK DAY ONLY) TCP-5 6254

3-01-02

12-01-99

12-01-99

3-01-02

MI-1ATYPE I MEDIAN INLET (29" TO 51" PIPE)

6305BRANCH CONNECTIONS BC-1

SS-2 6322STORM SEWER STRUCTURE TYPE SS-2

DESCRIPTION OF SHEET NO. NO.WKG. SH.DESCRIPTION OF SHEET NO. NO.

WKG. SH.

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



DI-3


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

12/2/2016

10:21:53

di.dgn

NH-0055-04(079)

DETAILED INDEX

DI.DGN

4

COUNTY:

FMS CON:102098/301000

NH-0055-04(079)

PANOLA & TATE

PROJ. NO.:

UT-1

UT-2

UT-3

UT-4

UT-5

UT-6

UTILITY PLAN - NORTHBOUND SCALE FACILITY

UTILITY PLAN - SOUTHBOUND SCALE FACILITY

SEWER SYSTEM DETAILS

WATER AND SEWER DETAILS

STATIC SCALE - SUMP DETAILS - NORTHBOUND AND SOUTHBOUND

STRUCTURAL (3)

SECTIONS

CL-2 6163FENCE: CHAIN LINK CLASS II 3-01-02

UTILITY PLAN - INTERSTATE 55 - UTILITY SERVICE CROSSING

GR-1 61803-01-02

61823-01-02 GR-1B

61923-01-02 GR-3

61933-01-02 GR-3A

61973-01-02 GR-4C

62023-01-02 GR-HW

GUARDRAIL: "W" BEAM (WOOD POSTS)

GUARDRAIL: "W" BEAM (STEEL POSTS)

GUARDRAIL: TYPE 1 CABLE ANCHORAGE (FOUNDATION TUBE)

GUARDRAIL: TYPE 1 CABLE ANCHORAGE (CONCRETE FOOTING)

GUARDRAIL: TYPICAL INSTALLATION FOR ROADSIDE HAZARDS ON DIVIDED HIGHWAYS

GUARDRAIL: MISCELLANEOUS HARDWARE

TYPICAL GUARDRAIL DELINEATION 62363-01-02 SN-8C

P1.0

P2.0

P2.1

P3.0

ARCHITECTURAL ( 15 )

SITE UTILITY PLANS ( 6 )

E0.1

E0.2

E1.0

E2.0

E2.1

E3.0

E3.1

E3.2

ELECTRICAL ( 8 )

5001

5003

5004

5016

5017

5018

5019

5020

5021

5022

5023

5024

5025

5026

5027

5035

6302JB-1JUNCTION BOX FOR PIPE CULVERTS

M1.0

M2.0

M2.1

M3.0

PLUMBING ( 4 )

MECHANICAL ( 4 )

6168FENCE: CHAIN LINK GATE CLG-13-01-02

S-101

S-102

S-201

A1.1

A1.3

A1.4

A2.1

A2.2

A2.3

A3.1

A3.2

A3.3

A3.4

A4.1

A5.1

A6.1

A6.2

FLOOR PLAN

REFLECTED CEILING PLAN

ROOF PLAN

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS/MILLWORK

BUILDING SECTION

BUILDING & WALL SECTIONS

WALL SECTIONS

WALL SECTION & DETAILS

INTERIOR ELEVATIONS

WINDOW DETAILS

WINDOW SCHEDULE

DOOR, FINISH SCHEDULES

FOUNDATION PLAN

ROOF FRAMING PLAN

FLOOR PLANS - PLUMBING

DETAILS - PLUMBING

DETAILS - PLUMBING

SCHEDULES - PLUMBING

FLOOR PLAN - MECHANICAL

DETAILS - MECHANICAL

DETAILS - MECHANICAL

SCHEDULES - MECHANICAL

SITE PLAN NORTHBOUND

SITE PLAN SOUTHBOUND

FLOOR PLAN - ELECTRICAL

FLOOR PLAN - POWER

FLOOR PLAN - SYSTEMS

DETAILS - ELECTRICAL

SCHEDULES - ELECTRICAL

SCHEDULES - ELECTRICAL

5002A1.2FLOOR FINISH PLAN

5005

5006

5007

5008

5009

5010

5011

5012

5013

5014

5015

5028

5029

5030

5031

5032

5033

5034

5036

5037

5038

5039

5040

ROADWAY PLANSARCHITECTURAL PLANS BUILDING ELECTRICAL PLANS PLUMBING / MECHANICAL PLANS

pfurr

MWE

pfurr

MF

pfurr

JV

pfurr

dhw

STATE PROJECT NO.

MISS.

DA

TE

RE

VIS

ION

BY

WORKING NUMBER



DI-4


RO

AD

WA

Y

DESIG

N

DIV

ISIO

NMIS

SIS

SIP

PI

DEP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

1/19/2017

11:53:34

di.dgn

1-23-17

RE

VIS

ED

TO

TA

L S

HE

ET

NU

MB

ER

S

JP

F

NH-0055-04(079)

DETAILED INDEX

DI.DGN

5

COUNTY:

FMS CON:102098/301000

NH-0055-04(079)

PANOLA & TATE

PROJ. NO.:


BASIC CULVERT DRAWING - SINGLE CELL - HEIGHT 6 FT. - SPANS 6 - 20 FT.

WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT.

CULVERT DRAWING - EXTENSION DETAILS FOR LENGTHENING EXISTING BOX CULVERTS

BASIC CULVERT DRAWING - BARREL JOINT LOCATIONS - NORMAL AND SKEWED CULVERTS - GROUP I DIAGRAMS

BASIC CULVERT DRAWING - BARREL JOINT LOCATIONS - NORMAL AND SKEWED CULVERTS - GROUP II DIAGRAMS

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

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

7501

7502

7504

7505

7506

7507

BASIC CULVERT DRAWING - SINGLE CELL - HEIGHT 6 FT. - SPANS 6 - 20 FT. 7508



7515

WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT. 7516





7552

7553

7558

7559

7562

7563

CROSS SECTIONS ( 29 )

NORTHBOUND STATIC LANE, INCLUDING BYPASS, AND TRUCK PARKING

SOUTHBOUND STATIC LANE, INCLUDING BYPASS, AND TRUCK PARKING

NORTHBOUND INSPECTION LANE

SOUTHBOUND INSPECTION LANE

NORTHBOUND STATIC LANE - DRAINAGE CROSS SECTIONS 9026

9027

SOUTHBOUND STATIC LANE - DRAINAGE CROSS SECTIONS 9028

9029

NORTHBOUND INSPECTION LANE - DRAINAGE CROSS SECTIONS

SOUTHBOUND INSPECTION LANE - DRAINAGE CROSS SECTIONS

TOTAL SHEETS 307

9001-9009

9010-9018

9019-9021

9022-9025

IBJL-1-97

IBJL-1-97

ICJ-1-97

ICJS-1-97

ICX-1-97

IBS-6-2W-97

IBS-6-2W-97

IBS-8-2W-97

IBS-8-2W-97

IWS-3-97

IWS-3-97

IWS-3-97

IWS-4-97

IWS-4-97

IWS-4-97

ISK-15-4W-97

ISK-15-4W-97

ISK-30-4W-97

ISK-30-4W-97

ISK-45-3W-97

ISK-45-3W-97

BOX CULVERT DRAWING - 15° SKEW DETAILS - WINGS WITH 4:1 SLOPE - SINGLE & DOUBLE CELL CULVERTS






BASIC CULVERT DRAWING - BARREL JOINT LOCATIONS - NORMAL AND SKEWED CULVERTS - GROUP I DIAGRAMS 7005IBJL-1

7008COLLAR DETAILS FOR BOX STRUCTURES (SINGLE, & DOUBLE) ICJ-1

7011BARREL DETAILS FOR SINGLE CELL BOX CULVER - HEIGHT 6 FT. - SPANS 6 - 20 FT. IBS-6



7032HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT.

WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - 0°SKEW DETAILS

IWS-3W

7033


7034


HEIGHTS 6 FT. - SPANS 6 - 20 FT.

HEIGHTS 6 FT. - SPANS 6 - 20 FT. IWS-6-3W

IWS-6-3W

BOX CULVERT STANDARD DRAWINGS (LRFD) ( 8 )

BOX CULVERT STANDARD DRAWINGS (STD. SPEC.) ( 21 )

ROADWAY PLANS

1

1

pfurr

MDOT-1st Order

pfurr

MWE

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



GN-1


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

12/1/2016

16:54:11

gn.dgn

NH-0055-04(079)

GENERAL NOTES

GN.DGN

6

COUNTY:

FMS CON:102098/301000

NH-0055-04(079)

PANOLA & TATE

PROJ. NO.:

Documents

WEIGH-IN-MOTION TRUCK SCALE FACILITIES ON I-55 …mdot.ms.gov/bidsystem_data/20170328/PLANDATA/102098301.pdf · ts-9 15 ts-10 16 estimated quantities for traffic control signs eq-tc2