plan and profile of proposed state...
TRANSCRIPT
18,192.69
TOTAL = -13.628415+51.971 BK = 415+67.850 AH (-15.879)387+52.028 BK = 387+45.079 AH (6.949)362+74.472 BK = 362+79.170 AH (-4.698)LEFT LANE
33 34
35
31 3236
22
27
28
19
2930
24
MARTIN
LN.
RD.
RD.
22
23
EASTWILLIAMSBURG
46
48
RD.
51
RD. MOONEY
RD.
97
OR
A
98
99
100
128
11.0
84
168
CA
MERO
N-
207
CAMP
BELL
FA
LE
RR
D.
Tow
n
Cr.
Williamsburg
Terrib
le
B.O.P. STA. 345+52
E.O.P. STA. 530+00
18,434.37
18,434.37
NONE
NONE
NONE
COVINGTON COUNTYTHE JCT. OF S.R. 184 WESTTERRIBLE CREEK EAST TO
U.S. 84 BEGINNING AT
TO PRENTISS
TO
CO
LLIN
S
{
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.
3.446
0.046
3.492
3.492
241.68
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.= 1,549 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
P S & E DATE: 9-14-17
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
LAT. 31° 37' 35.60" N LONG. 39° 36' 49.48" W
11/8/2017
11:24:00
(01)
TI
TL
E.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
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)
N
N
N
N
N N
N
N
N
FMS. CONST. NO.: 107602 / 301000
FEDERAL AID PROJECT NO. NH-0015-02(100)
COVINGTON COUNTYNH-0015-02(100)
NH-0015-02(100)
NEM
TR
AP
ED
TOF TRANSPO
RT
ATIO
N
I
PPISSISS
M
I
111-8-17
REPLA
CED SHEET
RC
G
NH-0015-02(100) 107602/301000
GENERAL NOTES
1
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
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
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
PERMANENT STRIPE.
THE AREA TO TRAFFIC. TEMPORARY STRIPING SHALL BE PLACED IN THE SAME LOCATION AND LAYOUT AS
TEMPORARY STRIPING IS REQUIRED IMMEDIATELY AFTER THE OVERLAYING OPERATION; OR PRIOR TO OPENING
13
15
16
TIRES OR SUITABLE MATERIAL.
ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK
TO BE ABSORBED IN OTHER PAY ITEMS.
SHALL BE PAINTED ( TWO APPLICATIONS ) WITH WHITE TRAFFIC PAINT AND TRAFFIC BEADS ; COST
ALL ASPHALT AND CONCRETE CURBS ALONG RAMPS, LOCAL ROADS, ETC. FROM B.O.P. TO E.O.P.
14
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
MUTCD (LATEST EDITION).
ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH THE
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
ALL LOCAL ROADS TO BE PAVED TO THE R.O.W. LIMITS OR AS DIRECTED BY THE ENGINEER.
DIRECTED BY THE ENGINEER WITHIN THE LIMITS OF THE R.O.W.
ALL RAMPS AND DRIVEWAYS TO BE PAVED TO THE SHOULDER LINE, MINIMUM, OR FURTHER, AS
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,
107602 301000
UPDATE UPDATE UPDATE
GENERAL NOTES
FILENAME:
DESIGN TEAM CHECKED DATEDA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBER
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
9/14/2017
11:32
(02)gen.notes
GN-1.dgn
AM
3
STATE
MISS.
PROJECT NO.
FMS CON: /
COUNTY:
PROJ. NO.:
(02)gen.notesGN-1.dgn
NH-0015-02(100)
NH-0015-02(100)
COVINGTON
17 STORAGE OF FLAMMABLE MATERIALS WILL NOT BE ALLOWED UNDER ANY BRIDGE STRUCTURE.