weigh-in-motion truck scale facilities on i-55...
TRANSCRIPT
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.
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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
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 - STATIC & BYPASS LANE SEPARATION
TYPICAL SECTIONS - STATIC & BYPASS LANE SEPARATION
TYPICAL SECTIONS - INSPECTION LANE
TYPICAL SECTIONS - TRUCK PARKING AREAS
SQ-1
SQ-2
SQ-3
SUMMARY OF QUANTITIES
SUMMARY OF QUANTITIES
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. 426+00 TO STA. 441+00
NORTHBOUND STATIC LANE - STA. 441+00 TO STA. 456+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
DESCRIPTION OF SHEET NO. NO.WKG. SH.
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
DETAILED INDEX 3DI-2
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-5SUPERELEVATION TRANSITION DETAILS - SOUTHBOUND STATIC - STA. 425+75 TO STA. 434+75
SE-6SUPERELEVATION TRANSITION DETAILS - SOUTHBOUND STATIC - STA. 434+75 TO STA. 443+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
DETAILED INDEX 4DI-3
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
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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
DETAILED INDEX 5DI-4
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,
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
DESCRIPTION OF SHEET NO. NO.WKG. SH.
PMD-1
PMD-2
PMD-3
PMD-4
PMD-5
PMD-6
PMD-7
PMD-8
DESCRIPTION OF SHEET NO. NO.WKG. SH.
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
SHEET NUMBERFILENAME:
DESIGN TEAM NS CHECKED DATE
DI-2
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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 PLAN - STA. 1425+00 TO STA. 1441+00
LIGHTING PLAN - STA. 1441+00 TO STA. 105+00
LIGHTING PLAN - STA. 105+00 TO STA. 112+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
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
SHEET NUMBERFILENAME:
DESIGN TEAM NS CHECKED DATE
DI-3
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
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
STATE PROJECT NO.
MISS.
DA
TE
RE
VIS
ION
BY
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM NS CHECKED DATE
DI-4
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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.:
DESCRIPTION OF SHEET NO. NO.WKG. SH.
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
BASIC CULVERT DRAWING - SINGLE CELL - HEIGHT 8 FT. - SPANS 8 - 20 FT. 7509
BASIC CULVERT DRAWING - SINGLE CELL - HEIGHT 8 FT. - SPANS 8 - 20 FT. 7510
7515
WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT. 7516
WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT. 7517
WINGS WITH 4:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT. 7518
WINGS WITH 4:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT. 7519
WINGS WITH 4:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - HEIGHTS 6 - 12 FT. - SPANS 6 - 24 FT. 7520
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
BOX CULVERT DRAWING - 15° SKEW DETAILS - WINGS WITH 4:1 SLOPE - SINGLE & DOUBLE CELL CULVERTS
BOX CULVERT DRAWING - 30° SKEW DETAILS - WINGS WITH 4:1 SLOPE - SINGLE & DOUBLE CELL CULVERTS
BOX CULVERT DRAWING - 30° SKEW DETAILS - WINGS WITH 4:1 SLOPE - SINGLE & DOUBLE CELL CULVERTS
BOX CULVERT DRAWING - 45° SKEW DETAILS - WINGS WITH 3:1 SLOPE - SINGLE & DOUBLE CELL CULVERTS
BOX CULVERT DRAWING - 45° SKEW DETAILS - WINGS WITH 3:1 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
7012BARREL DETAILS FOR SINGLE CELL BOX CULVER - HEIGHT 6 FT. - SPANS 6 - 20 FT. IBS-6
7013BARREL 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
WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - 0°SKEW DETAILS
7034
WINGS WITH 3:1 SLOPE FOR BASIC CULVERT DRAWING - SINGLE CELL - 0°SKEW DETAILS
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
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM NS CHECKED DATE
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
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.: