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13
13NONE
NONE
{
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)
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
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)
MARION COUNTY
DATE
REVISIO
NS
BY
APPROVED:
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER
EXECUTIVE DIRECTOR
1
STATESHEET
NO.PROJECT NUMBER
.
MISSISSIPPI
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
2/20/2018
12:49:07
PM(01)
TI
TL
E
SH
EE
T.dgn
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.)
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . .
SL SL SL
FMS CON. NO.
NONE
NEM
TR
AP
ED
TOF TRANSPO
RT
ATIO
N
I
PPISSISS
M
I
N N
NN
N N
N N
N
LAT. 31°20'40.78" N LONG. 89°52'37.53" W
1 IN.= 5,961 FT.
STA. 271+83.900 BK = STA. 173+13.920 AHSTA. 425+17.600 BK = STA. 425+74.780 AHSTA. 476+58.700 BK = STA. 470+77.750 AH
(+9,869.98)(-57.18)(+580.95)
TOTAL = +10,393.750
306410/301000
CONST. 306410/301000
306410/301000
B.O.P STA. 222+85
41,274
1,242
40,032
7.817
0.235
0
7.581
MP-7013-46(008)
CONST. MP-7013-46(008)
STATE PROJECT NO. MP-7013-46(008)
P S & E DATE: 02/20/2018
E.O.P STA. 531+65
41,274 7.817
MARION COUNTY FROM JCT SR 35 (COLUMBIA) TO JEFFERSON DAVIS COUNTY LINE
S.R. 13
TITLE AND LAYOUT SHEET (1)
DETAILED INDEX (1)
GENERAL NOTES (1)
SUMMARY OF ESTIMATED QUANTITIES
PLAN-PROFILE SHEETS (14)
WK-3
WK-4
WK-5
SPECIAL DESIGN SHEETS (6)
STANDARD DRAWINGS (18)1
2
3
4
7
8
DI-1
GN-1
TS-1
DESCRIPTION OF SHEET NO. NO.WKG. SH.
DESCRIPTION OF SHEET NO. NO.WKG. SH.
DETAIL OF CONSTRUCTION SIGNING DCS-1
PAVEMENT MARKING DETAILS FOR 2-LANE AND 4-LANE DIVIDED HIGHWAYS
TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE DIVIDED HIGHWAYS
11
12
13
PM-1
PM-5
TCP-1
TCP-6
TCP-8
6051
6055
TYPICAL SECTION SHEETS (1)
TYPICAL SECTION - MAINLINE
TRAFFIC CONTROL PLAN WITH FLAGGER
SHORT DURATION CLOSING FOR TWO-LANE TWO-WAY HIGHWAYS
TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO-LANE ROADS
TRAFFIC CONTROL PLANS UNEVEN PAVEMENT DETAILS
QUANTITY SHEETS (4)
ESTIMATED QUANTITY FOR TRAFFIC CONTROL SIGNING
DISTRICT 7
WK-6
WK-7
WK-8
ESTIMATED QUANTITY FOR MILLING, ASPHALT, AND GRANULAR MATERIAL
9
23
24
25
26
TCPQ-1
STA. 254+00 - STA. 185+00
STA. 185+00 - STA. 215+00
STA. 215+00 - STA. 245+00
WK-9
14
15
WK-10
STA. 245+00 - STA. 275+00
STA. 275+00 - STA. 305+00
STA. 305+00 - STA. 335+00
STA. 335+00 - STA. 365+00
STA. 365+00 - STA. 395+00
STA. 395+00 - STA. 425+00
STA. 425+00 - STA. 455+00
STA. 455+00 - STA. 479+00
STA. 479+00 - STA. 509+00
DETAIL FOR CURB AND ISLAND PAINTING
PAVEMENT MARKING LEGEND DETAILS
5
6
WK-11
WK-12
WK-13
WK-14
WK-15
WK-16
16
17
18
19
20
21
EQ-1
EQ-2ESTIMATED QUANTITY FOR GUARDRAIL
10
PAVEMENT MARKINGS LEGEND DETAILS
PM-6 6056
6061
TCP-9
TCP-12
TCP-13
TCP-15
TCP-16
6263
6365
6366
SQ-1
22
GR-4A-MOD
PMD-2
6403
UPDATE UPDATE
MARION
306410 301000
DI-1
(2) DETAIL INDEX.dgn
PM-11
SN-8C
RD-1
6317
6351
6356
6358
6359
6362
2-WAY RAISED PAVEMENT MARKERS AT INTERSECTING ROADS (2 LANES)
TYPICAL GUARDRAIL DELINEATION
HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS
LOCATION OF R16-3 SIGNS (SPEEDING FINES DOUBLED)
TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE
RURAL DRIVEWAYS
STA. 222+56.662 - STA. 254+00
STA. 509+00 - STA. 531+65.428
MP-7013-46(008)
MP-7013-46(008)
GUARDRAIL TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR 2 - LANE HIGHWAYS
GUARDRAIL: TYPICAL INSTALLATION FOR ROADSIDE HAZARDS ON 2-LANE, 2-WAY HIGHWAYS GR-4D 6198
GUARDRAIL: "W" BEAM (WOOD POSTS) 6201GR-1
GUARDRAIL: "W" BEAM (STEEL POSTS) GR-1B 6203
GUARDRAIL: MISCELLANEOUS HARDWARE GR-HW 6221
DCIS-1
RUMBLE STRIPE FOR 2-LANE HIGHWAYS RS-2L 27
DETAIL OF STRIPING NON-CHANNELIZED INTERSECTIONS 2-LANE HIGHWAYPMD-3 28
DETAIL OF STRIPING CHANNELIZED INTERSECTIONS 2-LANE HIGHWAY
1
1
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
3/19/2018
8:22:03
AM(2)
DE
TAI
L I
ND
EX.dgn
2
STATE
MISS.
PROJECT NO.
COUNTY:
PROJ. NO.:
FMS CON: /
REVISIONS
DATE SHEET NO. BY
FMS CON. # ____________________306410/301000
DETAIL INDEX
PS & E PLANS-DATE 03/12/2018
CO
RR
EC
TE
D
OR
DE
R
OF
SP
ECIA
L
DE
SIG
NS
CL
B
03-12 CLB
03/12
2,3,4,5,8,25,26,27
GENERAL NOTES1
2
3
4
5
6
7
8
ALL SIGNS AND DELINEATORS THAT CONFLICT WITH THE CONSTRUCTION OF THIS PROJECT
ARE APPROXIMATE AND MAY BE ADJUSTED AS NECESSARY TO FIT FIELD CONDITIONS.
THE LOCATION AND SPACING OF SIGNS AS SHOWN ON THE TRAFFIC CONTROL PLANS
9
10
REPLACEMENT OR REPAIR OF DAMAGED ITEMS.
STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR
CONSTRUCTION. THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY
AS PIPES, INLETS, APRONS, BRIDGES, ETC., FROM DAMAGE WHICH MIGHT OCCUR DURING
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING STRUCTURES SUCH
11
SHALL BE REMOVED AND RESET BY THE CONTRACTOR; COST TO BE ABSORBED IN OTHER
PAY ITEMS.
12
SURFACE; COST TO BE ABSORBED IN OTHER PAY ITEMS.
EXISTING SHOULDER AT SUFFICIENT INTERVALS TO PREVENT POOLING OR STANDING WATER ON MILLED
WHERE MILLING OF THE ROADWAY IS REQUIRED, THE CONTRACTOR SHALL PROVIDE OUTLETS IN THE
BE ABSORBED IN OTHER PAY ITEMS.
THE CONTRACTOR SHALL REMOVE EXISTING PAVEMENT MARKERS PRIOR TO PLACING ASPHALT; COST TO
14
15
16
TIRES OR SUITABLE MATERIAL.
ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK
MATERIAL BY LIGHTLY BLADING OR CLOSELY MOWING; COST TO BE ABSORBED IN OTHER PAY ITEMS.
THE GRASS ON EXISTING SHOULDERS SHALL BE REMOVED PRIOR TO THE PLACEMENT OF SHOULDER
APPROVED BY THE PROJECT ENGINEER.
BUT MUST BE PLACED DIRECTLY ON THE GRAVEL SHOULDER OR A ROAD WIDENER MACHINE USED AND
GRANULAR MATERIAL WILL NOT BE ALLOWED TO BE PLACED DIRECTLY ON THE SURFACE LIFT OF ASPHALT,
GENERAL NOTES
17
STORAGE OF FLAMMABLE MATERIALS WILL NOT BE ALLOWED UNDER ANY BRIDGE STRUCTURE.
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
3/19/2018
8:22:05
AM(3)
General
Notes.dgn
3
STATE
MISS.
PROJECT NO.
COUNTY:
PROJ. NO.:
FMS CON: / 306410 301000
GN-1
18
19
20
21
22
OF THE MUTCD (LATEST EDITION).
ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART 6
AND BORDER ON WHITE BACKGROUND.
CONTROL SIGNS EXCEPT FOR THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGEND
FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC
ALL LOCAL ROADS TO BE PAVED TO THE R.O.W. LIMITS, OR AS DIRECTED BY THE ENGINEER.
WITH A PERMANENT MARKING STICK THAT IS WATERPROOF, FADE RESISTANT AND MARKS ON WET OR DRY SURFACES.INSTALLATION DATES SHALL BE CLEARLY WRITTEN IN BOLD BLACK MARKINGS ON THE BACK BOTTOM HALF OF ALL SIGNS
IN THE FIELD BY THE CONTRACTOR PRIOR TO FABRICATION.ALL POST, PIPE, AND I-BEAM LENGTHS IN THESE PLANS ARE ESTIMATES. POST LENGTHS FOR ALL SIGNS SHALL BE VERIFIED
CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.ENGINEER. ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION SHALL BE REMOVED AND RELOCATED BY THESHALL REMAIN IN PLACE UNTIL NEW SIGNS ARE INSTALLED UNLESS NOTED OR DIRECTED OTHERWISE BY THE PROJECT ALL EXISTING SIGNS WHICH ARE TO BE REMOVED AS A PART OF THIS PROJECT THAT ARE NOT IN CONFLICT WITH CONSTRUCTION
AND ARE NOT A SEPARATE PAY ITEM.ALL EXISTING SIGNS AND SUPPORTS REMOVED UNDER THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR
13
CONTACT CONTRACT ADMINISTRATION DIVISION AT 601-359-7700 FOR ANY QUESTIONS REGARDING ELECTRONIC ADDENDA.
IS THE BIDDER'S RESPONSIBILITY TO CHECK AND SEE IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT. PLEASE
ADDENDA FOR THIS PROJECT WILL BE POSTED ON WWW.MDOT.MS.GOV UNDER THE PROPOSAL ADDENDA COLUMN. IT
BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT WILL NO LONGER BE MAILED. ALL
23
CORRESPOND WITH THE UNIQUE ID NUMBER.NUMBER AND A DIGITAL PHOTO OF EACH SIGN SHALL BE SUBMITTED IN BITMAP FORMAT. THE PHOTO FILENAME SHALL OR NUMBER, DIRECTION OF VEHICLE TRAVEL, AND LEGEND ON SIGN IF APPLICABLE. EACH SIGN SHALL BE ASSIGNED A UNIQUE ID (POST, PIPE, SQUARE POST, OR I-BEAM), NUMBER OF SUPPORTS, DATE OF INSTALLATION, SIGN FACE DIRECTION, ROUTE NAME SIGN (LATITUDE-LONGITUDE GPS COORDINATES), MUTCD SIGN CODE, SIZE, BACKGROUND AND LEGEND COLORS, SUPPORT TYPE COPY OF A MICROSOFT EXCEL SPREADSHEET WITH THE FOLLOWING INVENTORY DATA CAPTURED FOR EACH SIGN: LOCATION OF AFTER THE PERMANENT SIGNS HAVE BEEN INSTALLED, THE CONTRACTOR SHALL SUBMIT TO THE PROJECT ENGINEER A DIGITAL
ABSORBED IN OTHER PAY ITEMS.
PAINTED (TWO APPLICATIONS) WITH WHITE TRAFFIC PAINT AND TRAFFIC BEADS; COST SHALL BE
ALL ASPHALT AND CONCRETE CURBS ALONG THE LOCAL ROADS FROM B.O.P TO E.O.P SHALL BE
(3)General Notes.dgn
MARION
MP-7013-46(008)
MP-7013-46(008)
ENGINEER WITHIN THE LIMITS OF THE R.O.W.
ALL RAMPS AND DRIVEWAYS TO BE PAVED TO THE SHOULDER LINE, MINIMUM, OR FURTHER, AS DIRECTED BY THE
24 A PNEUMATIC ROLLER WILL BE REQUIRED FOR COMPACTION OF LEVELING LIFT.
THE BOP AND EOP WILL REQUIRE 1" OF MILLING (SEE TYPICAL TS-1)
SHIELDS, LEGEND, SYMBOLS, OR IMAGES WILL NOT BE ALLOWED WITHOUT WRITTEN APPROVAL FROM MDOT'S PROJECT ENGINEER. DIRECT-APPLIED LEGEND, BORDER, AND/OR SHIELDS ARE TO BE USED ON ALL GUIDE SIGNS. DIGITALLY PRODUCED SIGN COPY,
25
RS-2L (P.27)
THE DEPTH OF RUMBLE STRIPE HAS BEEN CHANGED TO 5./16" MINIMUM AND 3/8" MAXIMUM. SEE SPECIAL DESIGN
COST TO BE ABSORBED IN OTHER PAY ITEMS.
ENTIRE ASPHALT CURB WILL BE REMOVED AS DIRECTED BY THE ENGINEER;
IF THE ASPHALT CURB ALONG THE LOCAL ROAD IS SEVERELY DAMAGED, THE 26
103/12
AD
DE
D
GE
NE
RA
L
NO
TE 26;
CL
B
RE
VIS
ED
GE
NE
RA
L
NO
TE 10
CL
B1
1
PERMANENT STRIPE.
PRIOR TO OPENING THE AREA TO TRAFFIC; TEMPORARY STRIPING SHALL BE PLACED IN THE SAME LOCATIONS AND LAYOUT AS
TEMPORARY STRIPING IS REQUIRED AFTER MILLING, PRELIMINARY LEVELING, AND OVERLAYING OPERATIONS; WEATHER PERMITTED OR
Recommended