plan and profile of proposed state highway
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.
MISS. 1
PROJECT NO.STATEFED. ROAD
REG. NO.
SHEET
NO.
SCALES
PLAN
PROFILE
LAYOUT
HOR.VERT.
STATE OF MISSISSIPPI
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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.
3/15/2018
10:11:21
Title
Sheet.dgn
(APPROX. MIDDLE OF PROJECT)
STATE MAP
GENERAL INDEX
PROJECTTHISINCLUDED
SHEETWITHBEGIN
9001
8001
7001
6001
5001
4001
3001
2001
1001
1
CROSS SECTIONS . . . . . . . . . . . . .
BRIDGE . . . . . . . . . . . . . . . . . . . . . .
BRIDGE STANDARD DWGS . . . . .
ROADWAY STANDARD DWGS . .
(RESERVED) . . . . . . . . . . . . . . . . . . .
LIGHTING . . . . . . . . . . . . . . . . . . . .
ITS COMPONENTS . . . . . . . . . . . . .
TRAFFIC SIGNALS . . . . . . . . . . . . .
PERMANENT SIGNS . . . . . . . . . . .
ROADWAY . . . . . . . . . . . . . . . . . . . .
36
GREENE COUNTY
CHICKASAWHAY RIVERBRIDGE NO. 107.9
42
KN
OB
TO
WN
RD.
BA
TTLE
RD.
27 26 25 2930
2
35
3
36
1
3132
56
12
1110
87
1314
15
242322
1718
2019
KITTRELL
RIVER
CHICKASAWHAY
LINE RD.
CHICORA STATE
RIVER RD.
WOULARD BENDCO
UN
TY
RD.
CHIC
OR
A
GR
EE
NE
RIV
ERSID
E
DR.
MLK DR.
X
LAT. 31°25'23"N LONG. 88°32'30"W
DATE
REVISIO
NS
BY
APPROVED:
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER
EXECUTIVE DIRECTOR
N/A
N/A
N/A N/A
1
PLAN AND PROFILE OF PROPOSED
STATE HIGHWAY
STA. 202+00
BEGIN PROJECT
STA. 222+00
END PROJECT
0.00
0.38
0.00
0.38
COUNTY LINE
TOWN CORPORATION LINE
SECTION LINE
RAILROAD
SURVEY LINE
BRIDGES
CONVENTIONAL SYMBOLS
EXISTING ROAD OR TRAVELED WAY
PROPOSED ROAD OR TRAVELED WAY
FMS CON 106793 / 301000
P.E. SP-0063-04(001)/106793-101000
1,179
821
0.22
0.16
1 IN.= 50 FT.
1 IN.= 50 FT.1 IN.= 5 FT.
1 IN.= 50 FT.
GREENE COUNTYCHICKASAWHAY RIVER BANK STABILIZATION AT SR 42 BRIDGE NO. 107.9
ER-0063-04(006)
ER-0063-04(006)
WAYNE CO. T6N
GREENE CO. T5N
R6
W
R5
W
WK5
WK6
WK9
P S & E DATE: 12/ 07/ 2017
DESIGN CONTROL
ADT ( ) = : ADT ( ) =
DHV = : D = % T= %
MPH = V (SPEED DESIGN)
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)
TM
03/15/18
1
1
N N
N N
N N
Y Y
S
FEDERAL AID PROJECT NO. ER-0063-04(006)
REVIS
ED PER
MIT
S A
ND PR
OJECT N
O. TYPE
1
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
FILENAME:
DESIGN TEAM CHECKED DATE
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
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OF
TR
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SP
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PL
AN
3/15/2018
10:11:22
DI.dgn
1
2DI-1
3GENERAL NOTES GN-1
TS-1
-
TS-2
TS-3
4
5
6
DATE SHEET NO. BY
DATEDESCRIPTION OF SHEET NO. NO. DATEDESCRIPTION OF SHEET NO. NO.SH.WKG.REVISIONSH.WKG.REVISION
DETAILED INDEX
TITLE SHEET (1)
DETAILED INDEX & GENERAL NOTES (2)
TYPICAL SECTION SHEETS (3)
FMS CONST. No. 106793 / 301000
EQ-2
7
9
11
12
PLAN REVISIONS
WK-5
GPS-CN
SUMMARY OF QUANTITIES
WK-3
WK-4
SPECIAL DESIGN SHEETS (22)
28
29
26
27
ECP-4
ECP-8
23
31
30
SH-1
32
34
CONSTRUCTION SIGNING CS-1
RWC-1
RWC-2
QUANTITY SHEETS (4)
PLAN & PROFILE SHEETS (7)
EC-1EROSION CONTROL
33
CROSS SECTIONS (31)
9001 - 9014
PROJ. NUM.:
COUNTY:
DI.DGN
DI-1
DETAILED INDEX
09/2017 02
TCP-1
MENDROP ENGINEERING RESOURCES, LLC
18
19
SOIL BORING LOCATIONS BL-1
GRAPHICAL SOIL BORING LOGS GL-1
GRAPHICAL SOIL BORING LOGS GL-2 20
GRAPHICAL SOIL BORING LOGS GL-3 21
9015 - 9017
9018 - 9031
TOTAL SHEETS
SP-1 22
SQS-1
8EQ-1
10ESTIMATED QUANTITIES - TRAFFIC CONTROL SIGNS
13
SUBSURFACE SOIL PROFILE
EROSION CONTROL PLAN - CHICKASAWHAY RIVER WEST BANK COUNTERMEASURES
EROSION CONTROL PLAN - CHICKASAWHAY RIVER EAST BANK COUNTERMEASURES
6351
6356
108
WK-6
WK-7
WK-8
WK-9
16
17
14
15
SURVEY CONTROL SHEET
VS-1VEGETATION SCHEDULE
6359
TCPQ-1
RD-1 6403
GT-1 6404
ED-1 6406
106793/301000FMS CON:
RURAL DRIVEWAYS
TCP-6
TCP-9
TYPICAL GRADING TRANSITION BETWEEN CUTS AND FILLS
TRAFFIC CONTROL PLAN WITH FLAGGER (ONE- LANE OF TWO -WAY TRAFFIC)
PS & E PLANS -DATE 12/07/17
SHORT DURATION CLOSING OF TWO- LANE TWO -WAY HIGHWAYS
TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTI LANE ROADS AND TWO- LANE ROADS
ER-0063-04(006)
ER-0063-04(006)
GREENE
MER, LLC
TYPICAL SECTION - RIPRAP REVETMENT
TYPICAL SECTION - WINDROW DIKE, TRENCH-FILL, RIPRAP TOE REVETMENT
ESTIMATED QUANTITIES - SUMMARY OF TRAFFIC CONTROL ITEMS, EARTHWORK
ESTIMATED QUANTITIES - PERMANENT EROSION CONTROL ITEMS, CLEARING AND GRUBBING
SITE PLAN - CHICKASAWHAY RIVER BANK STABILIZATION AT SR 42 BRIDGE NO. 107.9
SITE PALN - CHICKASAWHAY RIVER WEST BANK COUNTERMEASURES
PLAN / PROFILE - CHICKASAWHAY RIVER WEST BANK
PLAN / PROFILE - SPUR DIKE
SITE PLAN - CHICKASAWHAY RIVER EAST BANK COUNTERMEASURES
PLAN / PROFILE - CHICKASAWHAY RIVER WEST BANK
PLAN / PROFILE - CHICKASAWHAY RIVER EAST BANK
STAGE HYDROGRAPH - USGS GAGE STATION #02478500 CHICKASAWHAY RIVER AT LEAKESVILLE, MS
STAGE HYDROGRAPH - DISCHARGE RELATION
24SH-2
25SDR-1
CONSTRUCTION SIGNING CS-2
EASEMENT COORDINATES
6425MDS-1MISCELLANEOUS DETAIL SHEET
CHICKASAWHAY RIVER WEST BANK COUNTERMEASURES
SPUR DIKE RECONSTRUCTION
CHICKASAWHAY RIVER EAST BANK COUNTERMEASURES
CHICKASAWHAY RIVER
BANK STABILIZATION
AT SR 42 BRIDGE NO. 107.9
RIGHT - OF - WAY MARKERS
35-39
SHEET NUMBER
PROJECT FH-S-39-1(1) / S-0221(1)A AS-BUILT BRIDGE PLANS
ECD-3
ECD-13
ECD-4
TYPICAL TEMPORARY EROSION/SEDIMENT CONTROL APPLICATIONS
DETAILS OF SEDIMENT BARRIER APPLICATIONS
DETAILS OF SILT FENCE INSTALLATION
DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS
TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES,
DETAILS OF EROSION CONTROL WATTLE DITCH CHECK
DETAIL OF EROSION CONTROL SILT DIKE DITCH CHECKS
ROCK DITCH CHECK
ECD-1
ECD-2
ECD-5
ECD-6
ECD-7
ECD-8
ECD-9
ECD-10
ECD-11
ECD-12
SILT FENCE AND HAY BALE DITCH CHECKS
ECD-22
ECD-21
ECD-14
INLET PROTECTION TYPICAL APPLICATIONS AND DETAILS
INLET PROTECTION DETAILS FOR COARSE AGGREGATE ON GRADES AND SAGS
INLET PROTECTION DETAILS OF WATTLES
INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE ECD-15
ECD-16 ECD-17
ECD-18
TEMPORARY CULVERT STREAM CROSSING
TEMPORARY STREAM DIVERSION
ECD-20
ECD-19
DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK
SEDIMENT RETENTION BARRIER
ROCK FILTER DAM
STABILIZED CONSTRUCTION ENTRANCE
INLET PROTECTION DETAILS OF SAND BAG
FLOATING TURBIDITY CURTAIN
TEMPORARY STREAM DIVERSION (BOX EXTENSIONS)
ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM
DETAILS OF TYPICAL DITCH TREATMENT
DITCH TREATMENT INSTALLATION DETAIL FOR SOIL REINFORCING MAT
EROSION CONTROL BLANKET ECB-1
DT-1A
DT-1
TYPICAL TEMPORARY EROSION CONTROL MEASURES (SLOPE DRAIN AND TYPE A SILT BASIN)
TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)
BAS-A
BAS-B
TRAFFIC CONTROL DRUM PLACEMENT AND SHOULDER CLOSURE DETAIL
LOCATION OF R16-3 SIGNS
RIGHT - OF - WAY MARKER RW-1
TCP-16
TCP-15
HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS TCP-8
6101
6102
6103
6104
6105
6106
6107
6108
6109
6110
6111
6112
6113
6114
6115
6116
6117
6118
6119
6120
6121
6122
6123
6124
6125
6126
6131
6366
6365
6358
6401
STANDARD DRAWINGS - ROADWAY SHEETS (CONTINUED)
STANDARD DRAWINGS - ROADWAY SHEETS (38)
GUIDE BANK (SPUR DIKE): EARTH
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LONGITUDINAL PEAKED STONE DIKETYPICAL SECTION - BENDWAY WEIR, LONGITUDINAL FILL STONE DIKE,
NEAR WAYNESBORO, MSSTAGE HYDROGRAPH - USGS GAGE STATION #02477500 CHICKASAWHAY RIVER
1, 4, 7, 10, 11, 12, 13, 14, 15, 16, 17, 26, 27
03/15/18
03/15/18
03/15/18
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM CHECKED DATE
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
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OF
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PL
AN
12/7/2017
15:45:58
GN.dgn
COUNTY:
PROJ. NUM.:
1
GN.DGN
GENERAL NOTES
GN-1
ER-0063-04(006)
MER 10/2016
ER-0063-04(006)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
GENERAL NOTES
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
03
22
106793-301000FMS CON:
THE CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.
ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION OF THIS PROJECT SHALL BE REMOVED AND RELOCATED BY
NOT APPLY TO THE CURRENT PHASE
THE CONTRACTOR SHALL COVER ANY TEMPORARY TRAFFIC CONTROL SIGNS SHOWN IN THE TRAFFIC CONTROL PLAN THAT DO
BY THE ENGINEER.
CONTROL PLAN AS DIRECTED BY THE ENGINEER. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED AS DIRECTED
THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR FROM ADJACENT PROJECT(S) IN IMPLEMENTING THE TRAFFIC
THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGEND AND BORDER ON WHITE BACKGROUND.
FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC CONTROL SIGNS EXCEPT FOR
MERIDIAN, MS
STEVE WATKINS (601)482-0178
C. AT&T
BUTLER, AL
DONNIE JIMERSON (AREA MANAGER) (601)459-0004
B. TDS TELECOM
SAND HILL, MS
JEFF CATLETT (601)989-2345 EXT.2496
A. SINGING RIVER ELECTRIC POWER ASSOCIATION
LIST OF PUBLIC UTILITIES
WIRE FENCE BACKING WILL BE REQUIRED FOR ALL SILT FENCE. (SEE WK. NO. ECD-3)
EXCEPT AS PROVIDED BY SPECIFIC PAY ITEMS INCLUDED IN THE PLANS.
SOME WORK IS REQUIRED OUTSIDE THE PROJECT LIMITS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR SUCH WORK
DESIGNING, DRAWING, AND CONSTRUCTING THE FACILITY SHALL BE INCLUDED IN THE PRICE BID FOR CONTRACT ITEMS.
THE PUBLIC THAT MAY BE ABOVE THE EXCAVATION OR ANY STRUCTURES ADJACENT TO THE EXCAVATION. ALL COSTS FOR
SYSTEM THAT IS DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION,
EXERCISED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING WHAT BRACING, SHORING, OR GROUND SUPPORT
PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURING EXCAVATION REQUIRES THAT EXTREME CAUTION BE
WORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF TRAFFIC AND ADJACENT
IN ADVANCE OF CONSTRUCTION.
MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE UNDERGROUND UTILITY LINES FIELD LOCATED
THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR
ON FILE WITH THE DEPARTMENT SHOWING THE APPROXIMATE LOCATION OF UTILITIES RELOCATED WITHIN THE RIGHT-OF-WAY.
THE ENGINEER. UTILITIES THAT WERE FOUND TO BE IN CONFLICT WITH CONSTRUCTION HAVE BEEN RELOCATED. PERMITS ARE
UTILITIES ON THE DRAWINGS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST INFORMATION AVAILABLE TO
AND BRIDGE CONSTRUCTION.
BACK FILLED AND TAMPED IN ACCORDANCE WITH SECTION 203 OF THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD
VOIDS CREATED BY THE REMOVAL OF, BUT NOT LIMITED TO, POSTS, CONCRETE ANCHORS, AND FOOTINGS SHALL BE
WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED ITEMS.
OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT
INLETS, APRONS, AND BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL REPLACE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STRUCTURES SUCH AS, BUT NOT LIMITED TO, PIPES,
25% SHRINKAGE FACTOR USED IN THE EARTHWORK CALCULATIONS IS FOR DESIGN ESTIMATING PURPOSES ONLY.
ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK TIRES OR OTHER SUITABLE MATERIAL.
ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH THE MUTCD (LATEST EDITION).
AS NECESSARY TO FIT FIELD CONDITIONS.
THE LOCATION AND SPACING OF SIGNS, SHOWN ON THE TRAFFIC CONTROL PLANS, ARE APPROXIMATE AND MAY BE ADJUSTED
GREENE
AT SR 42 BRIDGE NO. 107.9
BANK STABILIZATION
CHICKASAWHAY RIVER
THE TEST HOLE LOCATIONS.
THE DEPARTMENT DOES NOT GUARANTEE THAT THE MATERIALS PRESENTED IN THE REPORT ARE NECESSARILY FOUND OUTSIDE OF
AUGER LOGS, AND BORING LOCATIONS ARE INCLUDED IN THE PLANS. THE FULL REPORT IS ON FILE AND IS AVAILABLE FOR EXAMINATION.
A GEOTECHNICAL INVESTIGATION HAS BEEN PERFORMED FOR THIS PROJECT. A SUBSURFACE SOIL PROFILE, SOIL BORINGS, HAND
THOSE AREAS DESIGNATED IS NOT REQUIRED. THE AREA TO BE CLEARED SHALL BE THE MINIMUM NECESSARY FOR CONSTRUCTION.
CLEARING LIMITS SHOWN ARE THE MAXIMUM LIMITS UNLESS OTHERWISE APPROVED BY THE ENGINEER. CLEARING OF AREAS OTHER THAN
IT IS THE BIDDER'S RESPONSIBILITY TO CHECK AND SEE IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT.
BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT WILL NOT BE MAILED.
ALL ADDENDA TO THESE PLANS WILL BE POSTED TO WWW.MDOT.MS.GOV UNDER THE PROPOSAL ADDENDA COLUMN.
IT IS THE END USER’S RESPONSIBILITY TO ENSURE ALL ELEMENTS ARE INTERPRETED CORRECTLY REGARDLESS OF COLOR.
USERS OF THESE DRAWINGS. ALTHOUGH THE INTENT IS TO CATEGORIZE EVERYTHING AS EITHER EXISTING OR PROPOSED,
IF COLORS ARE USED ON PLAN/PROFILE SHEETS, THEY ARE INTENDED TO VISUALLY EASE THE LOCATION OF ELEMENTS FOR
OTHER ITEMS OF WORK.
ALL ITEMS OF WORK ASSOCIATED WITH THE INSTALLATION OF A CONSTRUCTION ENTRANCE SHALL BE ABSORBED IN
NECESSARY WITH THE APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFICATION OF EXISTING GRADES AND MAKING ADJUSTMENTS AS
IN THE PLANS SHALL BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN PRIOR TO SUBMITTING FOR APPROVAL.
PRIOR TO COMMENCEMENT OF WORK AND MAINTAIN THE PLAN DURING CONSTRUCTION. ANY ADDITIONAL SILT BASINS NOT SHOWN
DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AT THE PRECONSTRUCTION CONFERENCE OR
OF THE CONTRACTOR TO ENSURE THAT SILT DOES NOT LEAVE THE RIGHT OF WAY OR CONTAMINATE WATERS OF THE U. S.
THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM REQUIREMENT. IT IS THE RESPONSIBILITY