plan and profile of proposed state highway federal...
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{
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
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