plan and profile of proposed state...
TRANSCRIPT
{
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
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.= 2000 FT.
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
DATE
REVISIO
NS
BY
APPROVED:
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER
EXECUTIVE DIRECTOR
1
STATESHEET
NO.PROJECT NUMBER
.
MISSISSIPPI
FMS. CONST. NO.
BRIDGE STRUCTURES REQ'D.
BOX BRIDGES REQ'D.
COUNTY LINE
TOWN CORPORATION LINE
SECTION LINE
RAILROAD
SURVEY LINE
BRIDGES
CONVENTIONAL SYMBOLS
EXISTING ROAD OR TRAVELED WAY
PROPOSED ROAD OR TRAVELED WAY
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
INDIA
NO
LA
GREEN
VIL
LE
GRENADA
HOUSTON
OXFORD
BA
TES
VIL
LE
CLA
RK
DALE
HOLLY
SPRINGSNEW
ALBANY
TUPEL
O
FU
LT
ON
CORINTH
ABERDEEN
JACKSON
(APPROX. MIDDLE OF PROJECT)
STATE MAP
2/2/2018
1:23
Title_7-1.dgn
PM
SL SL SL
TO PERTHSHINE
LAT. 33°55'00.00" N LONG. 90°48'38.84" W
P.E.: SP-0006-01(091) 106111/101000
BR-0006-01(091)
106111/301000
FEDERAL AID PROJECT NO.: BR-0006-01(091)
BOLIVAR COUNTY
BRIDGE REPLACEMENTS.R. 32 BR. NO. 7.1
BR. NO.: 7.1
55
2019 2039400 610
70 60 15
PERMITS ACQUIRED BY MDOT
NATIONWIDE #14
NATIONWIDE (OTHER)*
GENERAL*
INDIVIDUAL (404)*
WETLANDS AND WATERS PERMITS
WATERS WETLANDS
APPROVED BY:
STORMWATER PERMIT
NO STORMWATER PERMIT REQUIRED (<1 ACRE)
Y
S
N
REQUIRED, CNOI SUBMITTED BY MDOT
REQUIRED, SCNOI TO BE SUBMITTED BY
(DISTURBED AREA=5 ACRES)
CONTRACTOR (1 TO 4.99 ACRES)
GENERAL INDEX
PROJECTTHISINCLUDED
SHEETWITHBEGIN
9001
8001
7501
7001
6001
5001
4001
3001
2001
1001
1ROADWAY . . . . . . . . . . . . . . . . . . . .
PERMANENT SIGNS . . . . . . . . . . .
TRAFFIC SIGNALS . . . . . . . . . . . . .
ITS COMPONENTS . . . . . . . . . . . . .
LIGHTING . . . . . . . . . . . . . . . . . . . .
(RESERVED) . . . . . . . . . . . . . . . . . . .
ROADWAY STANDARD DWGS . .
BRIDGE . . . . . . . . . . . . . . . . . . . . . .
CROSS SECTIONS . . . . . . . . . . . . .
BOX CULVERT STD. DRAWINGS (LRFD)
BOX CULVERT STD. DRAWINGS (STD. SPEC.)
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . .
NONE
NONENONE
STA. 78+12 TO STA. 78+97SPANS: 1@85', LENTH: 85'
0.016
0.249
0.265
0.265
0.000
1315.00
85.00
0.00
B.O.P. STA. 72+00BR. NO.: 7.1E.O.P. STA. 86+00
N
Y
N
N
N
Y
N
N
S
GPS CONTROL NOTES
HORIZONTAL DATUM: NAD 83 MS WEST ZONE (US SURVEY FEET)
HORIZONTAL MONUMENT NORTH EAST
BOB1 B 1610808.842 2151139.499
2152380.5471610624.731CLEV
J242 1610579.643 2153454.409
(US SURVEY FEET)NAVD 88VERTICAL DATUM:
VERTICAL MONUMENT ELEVATION
CONVERSION VALUES PROJECT AVERAGE
GROUND TO GRID (COMBINED) FACTOR
GRID TO GEODETIC AZIMUTH
ALL AZIMUTHS AND DISTANCES ARE GRID VALUES, US SURVEY FEET
BOB1 B
CLEV
J242
149.86
152.40
153.84
R6W R5W
T24
N
BR-0006-01(091) BOLIVAR COUNTY
P S & E DATE: 2-6-2018
70
75
80
85
90
10
7
18
19
8 911 12
13
14
1516
17
2021
22 23 24
Holmes
Lake
Holm
esLake
Cut-
Off
Little
Bra
dford
Bayo
u
SHELBY
WINSTONVILLE
PARCH
SIXTEENTH
MING RD.
FERRETTI RD.
RD.
SHELBY-DEESON
GR
AN
TR
D.
RD.DRESBACK
CREEK
BU
LL
OC
KR
D.
RD.CHAMBER
OLD HWY. 61
HUTTON RD.
HU
TT
ON
LN.
CH
RIS
TM
AS
RD.
HO
LM
ES
LA
KE
RD.
RD.
TARSI
RD.
IA
R = 15.000' L = 25.827' T = 17.455'
~ = 82° 18' 57.27" R = 65.000' L = 93.384' T = 56.819'
R = 15'
R = 65'
IA
~ =98°39'05.00"
ENGINEER
15139
IP
PI
SSISSIM F
O E
T
AT
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LA
NOI
S
SEFORP DE
SN
ECI
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NO
SDI
E ELYK D
N
OM
YA
R
32
16161
TITLE SHEET (1)
DETAILED INDEX
DETAILED INDEX
GENERAL NOTES GN-2
SUMMARY OF QUANTITIES
VEGETATION SCHEDULE VS-1
PM-1
1
2DI-1
DI-2 3
TS-1
SQ-1
SQ-2
TS-2
SUMMARY OF QUANTITIES
GENERAL NOTES GN-1
1001
EQ-1
EQ-2
EQ-3
EQ-4
PSP-1
9
10
11
12
13
14
QUANTITY SHEETS (6)
TYPICAL SECTION SHEETS (3)
15
16
PLAN & PROFILE SHEETS (3)
DETAILED INDEX & GENERAL NOTES (4)
4
6
7
DETAILS OF SILT FENCE INSTILLATION ECD-3
5
SPECIAL DESIGN SHEETS (5)
3
3A
22
PERMANENT SIGNING SHEETS (1)
PAVEMENT MARKING DETAILS FOR 2 & 4-LANE DIVIDED ROADWAYS 6051
TYPICAL TEMPORARY EROSION CONTROL/SEDIMENT CONTROL APPLICATIONS ECD-1 6101
DETAILS OF SEDIMENT BARRIER APPLICATIONS ECD-2 6102
6103
ECD-5
ECD-4 6104
6105
DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS
TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL MEASURES
(SILT FENCE AND HAY BALE DITCH CHECKS)
ECD-8
ECD-6 6106
ECD-7 6107
6108
ECD-9 6109
DETAILS OF EROSION CONTROL WATTLE DITCH CHECK
DETAILS OF EROSION CONTROL SILT DIKE DITCH CHECK
ROCK DITCH CHECK
ROCK FILTER DAM
ECD-12
ECD-10 6110
ECD-11 6111
6112
ECD-13 6113
ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM
TYPICAL APPLICATIONS AND DETAILS FOR INLET CONSTRUCTION
INLET PROTECTION DETAILS FOR SEDIMENT CONTROL STONE ON GRADES AND SAGS
INLET PROTECTION DETAILS OF WATTLES
ECD-16
ECD-14 6114
ECD-15 6115
6116
ECD-17 6117
INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE
INLET PROTECTION DETAILS OF SANDBAGS
STABILIZED CONSTRUCTION ENTRANCE
TEMPORARY CULVERT STREAM CROSSING
ECD-20
ECD-18 6118
ECD-19 6119
6120
ECD-21 6121
TEMPORARY STREAM DIVERSION
TEMPORARY STREAM DIVERSION (BOX EXTENSION)
FLOATING TURBIDITY CURTAIN
DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK
ECD-22 6122
6123
BAS-A 6125
SEDIMENT RETENTION BARRIER
DETAILS OF TYPICAL DITCH TREATMENTS
TYPICAL TEMPORARY EROSION CONTROL MEASURES (SLOPE DRAIN AND TYPE A
SILT BASIN)
BAS-B 6126TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)
ECB-1 6131EROSION CONTROL BLANKET
DT-1
FILENAME:
DESIGN TEAM CHECKED DATEDA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBER
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
3/14/2018
10:28
index.dgn
AM
2
STATE
MISS.
PROJECT NO.
COUNTY:
PROJ. NO.:
FMS CON: /
BOLIVAR
106111 301000
STA. TO STA. S.R. 32
STA. TO STA. - LOCAL ROAD
19
PAVEMENT MARKING SHEETS (2)
23
24
STA. TO STA. S.R. 32
STA. TO STA. - LOCAL ROAD
ECP3
ECP3A
BR-0006-01(091)
DESCRIPTION OF SHEET NO. NO.WKG. SH.
DESCRIPTION OF SHEET NO. NO.WKG. SH.
DETAILED INDEX
BR-0006-01(091)
NEEL-SCHAFFER
DI-1
INDEX.DGN
600933.5" BRIDGE END PAVEMENT RAIL BER-1
PM-11 60612-WAY RAISED PAVEMENT MARKERS AT INTERSECTING ROADS (2-LANE)
6201GUARDRAIL: "W" BEAM (WOOD POSTS) GR-1
6202GR-1AGUARDRAIL: THRIE BEAM (WOOD POSTS)
6203
6210
GUARDRAIL: "W" BEAM (STEEL POSTS) GR-1B
GR-2FGUARDRAIL: BRIDGE END SECTION TYPE "I" (WOOD POSTS) (NEW CONSTRUCTION)
6211GR-2GGUARDRAIL: BRIDGE END SECTION TYPE "I" (STEEL POSTS) (NEW CONSTRUCTION)
6215GR-4A
GUARDRAIL: TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR 2-LANE,
2-WAY HIGHWAY
6218GR-RRGUARDRAIL: RUB RAIL HARDWARE
6221GR-HWGUARDRAIL: MISCELLANEOUS HARDWARE
ESTIMATED QUANTITIES - EARTHWORK, RAMPS, PERMANENT SIGNS
20
PAVEMENT MARKING DETAIL
PAVEMENT MARKING DETAIL
ESTIMATED QUANTITIES - PAVEMENT MARKINGS, PERMANENT EROSION CONTROL
STANDARD DRAWINGS - ROADWAY SHEETS (62)
PERMANENT SIGNING PLAN
173BSTA. TO STA. - DITCH
8TYPICAL SECTIONS - MISCELLANEOUS
TYPICAL SECTIONS - LOCAL ROAD & BRIDGE END PAVEMENT
ESTIMATED QUANTITIES - REMOVAL ITEMS
NEEL-SCHAFFER
18ID-1
INTERSECTION DETAIL SHEETS (1)
INTERSECTION DETAIL STA. 77+44
ESTIMATED QUANTITIES - DRAINAGE STRUCTURES, BRIDGE END PAVEMENT,
GUARDRAIL
25STA. TO STA. - DITCH ECP3B
21SDBE-1
BRIDGE END PAVEMENT WITH RAIL, OVERLAY, AND SLEEPER SLAB (NEW
CONSTRUCTION)
PMD-1
PMD-2
TS-3
TYPICAL SECTIONS - MAINLINE S.R. 32
REVISIONS
DATE SHEET NO. BY
PS & E PLANS-DATE: 2-6-2018
FMS CON. # 106111/301000
3-16-20186,7,23,24,25 DMM
ENGINEER
15139
IP
PI
SSISSIM F
O E
T
AT
S
LA
NOI
S
SEFORP DE
SN
ECI
L
NO
SDI
E ELYK D
N
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TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS
TRAFFIC CONTROL PLAN : UNEVEN PAVEMENT DETAILS
TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE
MISCELLANEOUS DETAIL SHEET 1. STACKED PIPE JOINT
MDS-1
PIPE CULVERT INSTALLATION PI-1
TRAFFIC CONTROL PLAN WITH FLAGGER (ONE-LANE CLOSURE OF
TCP-1
SHORT DURATION CLOSING OF TWO-LANE TWO-WAY HIGHWAYS
STANDARD ROADSIDE SIGNS SN-3A
STANDARD ROADSIDE SIGNS SN-3B
STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4
STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4A
STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4B
PC-1CONCRETE PIPE COLLAR
TWO WAY TRAFFIC)
DIVIDED HIGHWAYS
AND TWO-LANE ROADS
9001-9015
6304
6305
6306
6307
6308
6351
TCP-6 6356
HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS TCP-8 6358
6359TCP-9
6362
6363
TCP-12
TCP-13
6366TCP-16TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE
6425
6501
6503
6530
STANDARD DRAWINGS - ROADWAY SHEETS (CONTINUED)
FILENAME:
DESIGN TEAM CHECKED DATEDA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBER
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
2/2/2018
1:23
index.dgn
PM
3
STATE
MISS.
PROJECT NO.
COUNTY:
PROJ. NO.:
FMS CON: /
BOLIVAR
106111 301000
S.R. 32
LOCAL ROAD
BR-0006-01(091)
DESCRIPTION OF SHEET NO. NO.WKG. SH.
DETAILED INDEX
BR-0006-01(091)
DI-2
NEEL-SCHAFFER
INDEX.DGN
6314
TYPICAL INSTALLATION AND DETAILS OF DELINEATORS AND DISTANCE
REFERENCE SIGNS SN-8
6317SN-8CTYPICAL GUARDRAIL: DELINEATION
6318SIGNING DETAILS FOR BRIDGE APPROACHES SN-9
6403RD-1RURAL DRIVEWAYS
6408SE-1ASUPERELEVATION CASE 1 ROTATION ABOUT CENTERLINE
6413SE-3ASUPERELEVATION RUNOFF CASE 1 ROTATION ABOUT CENTERLINE
6426DETAIL OF PAVED FLUMES
2. EXCAVATION AT GRADE POINTS
PF-1
6529SMALL ANIMAL GUARD AND UNDERDRAIN MARKER SAG-1
FE-1FLARED END SECTION FOR CONCRETE PIPE
TYPICAL GRADING TRANSITION BETWEEN CUTS & FILLS GT-1 6404
S.R. 32 DITCH
9016-9018
9019-2021
CROSS SECTIONS (21)
109
SPECIAL DESIGN BRIDGE SHEETS - SEE BRIDGE SHEETS BEGINNING ON 8001
TOTAL SHEETS (NOT INCLUDING BRIDGE SHEETS)
ENGINEER
15139
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FILENAME:
DESIGN TEAM CHECKED DATEDA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBER
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
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N
PL
AN
2/2/2018
1:23
GN-1.dgn
PM
4
STATE
MISS.
PROJECT NO.
COUNTY:
PROJ. NO.:
FMS CON: /
BOLIVAR
106111 301000
GENERAL NOTES GENERAL NOTES (CONT.)
BR-0006-01(091)
GN-1
BR-0006-01(091)
NEEL-SCHAFFER
GN-1.DGN
GENERAL NOTES
ENGINEER
15139
IP
PI
SSISSIM F
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FILENAME:
DESIGN TEAM CHECKED DATEDA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBER
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
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TR
AN
SP
OR
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AN
2/2/2018
1:23
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5
STATE
MISS.
PROJECT NO.
COUNTY:
PROJ. NO.:
FMS CON: /
BOLIVAR
106111 301000
GENERAL NOTES (CONT.)
GENERAL NOTES
BR-0006-01(091)
GN-2
BR-0006-01(091)
GN-1.DGN
NEEL-SCHAFFER
ENGINEER
15139
IP
PI
SSISSIM F
O E
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LA
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SEFORP DE
SN
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