SerigneaC

1st

SerigneaC

1st

DI-2

DETAILED INDEX

DESCRIPTION OF SHEET NO.WKG.

NO.SH.

DESCRIPTION OF SHEET NO.WKG.

NO.SH.

CROSS SECTION SHEETS (16)

VESTRY RD. - STA. 9+00 TO STA. 13+50

DRIVEWAY - STA. 1+00 TO STA. 7+00

CS-1 - CS-11

CS-12 - CS-13

CS-14 - CS-16

9001 - 9011

9012 - 9013

9014 - 9016

TOTAL SHEETS (EXCLUDING BRIDGE SHEETS) 120

MAINLINE (SR 57) - STA. 712+00 TO STA. 25+00

STANDARD DRAWINGS - ROADWAY DESIGN SHEETS (66) CONT'D

611508/01/2017 ECD-15

611608/01/2017 ECD-16

611708/01/2017 ECD-17

611808/01/2017 ECD-18

611908/01/2017 ECD-19

612008/01/2017 ECD-20

612108/01/2017 ECD-21

612208/01/2017 ECD-22

612308/01/2017

INLET PROTECTION DETAILS OF SAND BAGS

STABILIZED CONSTRUCTION ENTRANCE

TEMPORARY CULVERT STREAM CROSSING

TEMPORARY STREAM DIVERSION

TEMPORARY STREAM DIVERSION (BOX EXTENSION)

FLOATING TURBIDITY CURTAIN

DETAILS OF EROSION CONTROL SAND BAG DITCH CHECK

SEDIMENT RETENSION BARRIER

DETAILS OF TYPICAL DITCH TREATMENTS DT-1

612408/01/2017

REINFORCING MAT

DITCH TREATMENT INSTALLATION DETAIL FOR SOIL DT-1A

612908/01/2017 BAS-D

SILT BASIN)

TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE D

613008/01/2017 SSF-1

620108/01/2017

620208/01/2017 GR-1A

620308/01/2017 GR-1B

GR-1

SUPER SILT FENCE

GUARD RAIL: "W" BEAM (WOOD POSTS)

GUARD RAIL: THRIE BEAM (WOOD POSTS)

GUARD RAIL: "W" BEAM (STEEL POSTS)

621008/01/2017 GR-2F

621108/01/2017 GR-2G

(NEW CONSTRUCTION)

GUARD RAIL: BRIDGE END SECTION-TYPE I (WOOD POSTS)

(NEW CONSTRUCTION)

GUARD RAIL: BRIDGE END SECTION-TYPE I (STEEL POSTS)

621208/01/2017

621808/01/2017

GR-3

GR-RR

GUARD RAIL: TYPE 1 CABLE ANCHORAGE (FOUNDATION TUBE)

GUARD RAIL: RUB RAIL HARDWARE

622008/01/2017 TGR-2

622108/01/2017

630408/01/2017 SN-3A

GR-HW

END DURING CONSTRUCTION PHASES

GUARD RAIL (TEMPORARY): TYPICAL INSTALLATION AT BRIDGE

GUARD RAIL: MISCELLANEOUS HARDWARE

STANDARD ROADSIDE SIGN

630508/01/2017 SN-3BSTANDARD ROADSIDE SIGN

630608/01/2017

630708/01/2017 SN-4A

SN-4

631408/01/2017

AND DISTANCE REFERENCE SIGNS

TYPICAL INSTALLATION AND DETAILS OF DELINEATORS SN-8

631708/01/2017 SN-8C

631808/01/2017

635108/01/2017 TCP-1

635608/01/2017 TCP-6

635808/01/2017 TCP-8

TYPICAL GUAD RAIL DELINEATION

SIGNING DETAILS FOR BRIDGE APPROACHES SN-9

TRAFFIC CONTROL PLAN WITH FLAGGER

635908/01/2017 TCP-9

636208/01/2017 TCP-12

636308/01/2017 TCP-13

TRAFFIC CONTROL PLAN: UNEVEN PAVEMENT DETAILS

AND 4-LANE DIVIDED HIGHWAYS

TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE

636508/01/2017 TCP-15

636608/01/2017 TCP-16

636708/01/2017 TCP-17

640308/01/2017

640408/01/2017

640508/01/2017

640608/01/2017

LOCATION OF R16-3 SIGNS (SPEADING FINES DOUBLED)

SHOULDER CLOSURE

TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND

PERMANENT BARRICADE WITH BERM

RURAL DRIVEWAYS RD-1

TYPICAL GRADING TRANSITION BETWEEN CUTS AND FILLS GT-1

SIGHT FLARE SF-1

GUIDE BANK (SPUR DIKE): EARTH ED-1

08/01/2017 MDS-1 6425

EXCAVATION AT GRADE POINTS

MISCELLANEOUS DETIAL SHEET 1. STACKED PIPE JOINTS 2.

642608/01/2017 PF-1

650110/01/1998 PI-1

653008/01/2017 FE-1

DETAIL OF PAVED FLUMES

PIPE CULVERT INSTALLATION

FLARED END SECTION FOR CONCRETE PIPE

640108/01/2017 RW-1RIGHT OF WAY MARKERS

STANDARD DRAWINGS - ROADWAY DESIGN SHEETS (66) CONT'D

ROADS AND TWO-LANE ROADS

TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

SHORT DURATION CLOSING OF TWO-LANE TWO-WAY HIGHWAYS

DATE:10/06/17

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM AECOM CHECKED G.D.T. DATE 10/06/17

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

10/18/2017

08:44:40

03_

Detailed Index.dgn

BR-0066-01(004)

03_DETAILED INDEX.DGN

3

COUNTY:

FMS CON:100774-301000

BR-0066-01(004)

JACKSON

PROJ. NO.:

630808/01/2017 SN-4B

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION

GN-1

GENERAL NOTES

GENERAL NOTES GENERAL NOTES (CONT.)

FOR LIST OF PUBLIC UTILITIES, SEE WORKING NO. 3.(14)

CONSTRUCTION JOINTS. (SEE WK. NO. ICJ-1 FOR DETAILS)FULL COLLARS ARE TO BE USED AT ALL BOX CULVERT EXTENSIONS AND AT ALL BOX CULVERT(13)

WIRE FENCE BACKING WILL BE REQUIRED FOR ALL SILT FENCE. (SEE WK. NO. ECD-3)(12)

FOR SUCH WORK 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(11)

CONTRACT ITEMS.DESIGNING, DRAWING, AND CONSTRUCTING THE FACILITY SHALL BE INCLUDED IN THE PRICE BID FORMAY BE ABOVE THE EXCAVATION OR ANY STRUCTURES ADJACENT TO THE EXCAVATION. ALL COSTS FORPREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION, THE PUBLIC THATFOR PLACING WHAT BRACING, SHORING, OR GROUND SUPPORT SYSTEM THAT IS DEEMED NECESSARY TOEXCAVATION REQUIRES THAT EXTREME CAUTION BE EXERCISED. THE CONTRACTOR SHALL BE RESPONSIBLETRAFFIC AND ADJACENT PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURINGWORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF(10)

FIELD LOCATED IN ADVANCE OF CONSTRUCTION.COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE UNDERGROUND UTILITY LINESAND DOES NOT WARRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR MUSTAPPROXIMATE LOCATION OF UTILITIES RELOCATED WITHIN THE RIGHT-OF-WAY. THE ENGINEER CAN NOTCONSTRUCTION HAVE BEEN RELOCATED. PERMITS ARE ON FILE WITH THE DEPARTMENT SHOWING THEINFORMATION AVAILABLE TO THE ENGINEER. UTILITIES THAT WERE FOUND TO BE IN CONFLICT WITHUTILITIES ON THE DRAWINGS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST(9)

ABSORBED IN OTHER ITEMS BID.STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE COST OF WHICH WILL BEFOOTINGS SHALL BE BACKFILLED AND TAMPED IN ACCORDANCE WITH SECTION 203 OF THE MISSISSIPPIVOIDS CREATED BY THE REMOVAL OF, BUT NOT LIMITED TO, POSTS, CONCRETE ANCHORS, AND(8)

SHALL BE ABSORBED IN OTHER BID ITEMS.HOLES SHALL BE PLUGGED AND COVERED WITH TYPE V GEOTEXTILE FABRIC , THE COST OF WHICHALL PIPE JOINTS ARE TO BE WRAPPED IN 24-INCH WIDE TYPE V GEOTEXTILE FABRIC. ALL PICKUP(7)

REPLACEMENT OR REPAIR OF DAMAGED ITEMS.STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FORCONSTRUCTION. THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANYLIMITED TO, PIPES, INLETS, APRONS, AND BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURINGTHE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STRUCTURES SUCH AS, BUT NOT(6)

PURPOSES ONLY.25% SHRINKAGE FACTOR USED IN THE EARTHWORK CALCULATIONS IS FOR DESIGN ESTIMATING(5)

OUTSIDE THE TEST HOLES.NOT GUARANTEE THAT THE MATERIALS AS SHOWN IN THE REPORTS ARE NECESSARILY TO BE FOUNDAND CENTRAL CONSTRUCTION OFFICES AND IS AVAILABLE FOR EXAMINATION. THE DEPARTMENT DOESTHE LOCATIONS INDICATED IN THE TEST REPORTS. THIS SOIL PROFILE IS ON FILE IN THE DISTRICTA SOIL PROFILE HAS BEEN PREPARED FOR THIS PROJECT USING SAMPLES TAKEN FROM HOLES AT(4)

OTHER SUITABLE MATERIAL.ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK TIRES OR(3)

(LATEST EDITION).ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART VI OF THE MUTCD(2)

AND MAY BE ADJUSTED AS NECESSARY TO FIT FIELD CONDITIONS.THE LOCATION AND SPACING OF SIGNS, SHOWN ON THE TRAFFIC CONTROL PLANS, ARE APPROXIMATE(1)

ANY MUCK ENCOUNTERED IS TO BE PAID FOR AS EXCESS EXCAVATION UNDER PAY ITEM 203-6001.(23)

GROUND SURFACE).

SAWS ONLY (NO DOZERS OR OTHER MECHANIZED CLEARING WHICH WILL DISTURB THE NATURAL

VICINITY OF THE BRIDGE, OUTSIDE THE SEVENTY-FIVE (75) FOOT WIDE AREA, IS TO BE DONE WITH

WITH THE HAUL ROAD ARE TO BE INCLUDED IN OTHER BID ITEMS. ADDITIONAL CLEARING IN THE

SHALL BE REMOVED BY THE CONTRACTOR TO NATURAL GROUND ELEVATION. ALL COSTS ASSOCIATED

PERMITTED TO CONSTRUCT A TEMPORARY HAUL ROAD. UPON COMPLETION OF THE BRIDGE, THIS ROAD

OF THE CENTERLINE. WITHIN THIS SEVENTY-FIVE (75) FOOT WIDE AREA, THE CONTRACTOR SHALL BE

TWENTY-FIVE (25) FEET ON ONE SIDE OF THE CENTERLINE AND FIFTY (50) FEET ON THE OTHER SIDE

BRIDGES AND IN SIGHT FLARES. CLEARING UNDER BRIDGES (IN WETLANDS) IS LIMITED TO WITHIN

CLEARING IN WETLANDS IS LIMITED TO TEN (10) FEET BEYOND CONSTRUCTION LIMITS EXCEPT UNDER(22)

BE ABSORBED IN OTHER ITEMS BID.

AND RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL

ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION OF THIS PROJECT SHALL BE REMOVED(21)

CONTROL PLAN THAT DO NOT APPLY TO THE CURRENT PHASE

THE CONTRACTOR SHALL COVER ANY TEMPORARY TRAFFIC CONTROL SIGNS SHOWN IN THE TRAFFIC(20)

THE CONTRACTOR PRIOR TO FABRICATION.

ALL DIMENSIONS AND SPACINGS FOR BRIDGE RAIL CONNECTORS SHALL BE VERIFIED IN THE FIELD BY(19)

OF WHICH SHALL BE ABSORBED IN OTHER BID ITEMS.

VEGETATIVE MATERIAL WILL BE REMOVED PRIOR TO PLACEMENT OF CRUSHED STONE. THE COST(18)

NON-CONCRETE PIPE SECTIONS SHALL BE ABSORBED IN THE COST FOR NON-CONCRETE PIPE.

THE COST OF ANY COLLARS REQUIRED TO CONNECT CONCRETE FLARED END SECTIONS TO(17)

WHITE BACKGROUND.

SIGNS EXCEPT FOR THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGEND AND BORDER ON

FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC CONTROL(16)

ALL POST LENGTHS FOR SIGNS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION.(15)

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM AECOM CHECKED G.D.T. DATE 10/06/17

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

10/3/2017

14:35:16

04_

General

Notes.dgn

BR-0066-01(004)

04_GENERAL NOTES.DGN

4

COUNTY:

FMS CON:100774-301000

BR-0066-01(004)

JACKSON

PROJ. NO.:

GN-2

GENERAL NOTES

GENERAL NOTES (CONT.)

STORAGE OF FLAMMABLE MATERIALS WILL NOT BE ALLOWED UNDER ANY BRIDGE STRUCTURES.(41)

OPENING THE BRIDGES TO TRAFFIC.

THE BRIDGE DECKS SHALL BE GROOVED AND ALL BRIDGE JOINTS SHALL BE SEALED PRIOR TO(40)

COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.

NECESSARY TO MAINTAIN CONTINUOUS MAIL SERVICE THROUGHOUT THE LIFE OF THE PROJECT, THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND RELOCATING MAIL BOXES AS(39)

SHALL BE ABSORBED IN OTHER ITEMS BID.

THE COST FOR REMOVAL OF ALL HEADWALLS AND WINGWALLS (PIPES, BOX CULVERTS, BOX BRIDGES)(38)

LESS THAN THE MINIMUM SHOWN.

DIMENSIONS MAY BE MODIFIED AS NECESSARY FOR "SPILL" CURB AND GUTTER, BUT SHALL NOT BE

THE "CATCH" CONFIGURATION AND SHALL BE CONSIDERED TO BE MINIMUM DIMENSIONS. THE

CURB AND GUTTER VERTICAL DIMENSIONS SHOWN IN THE DETAIL DRAWINGS ARE FOR A CURB IN(37)

HAVE BEEN POSTED FOR THIS PROJECT.

WILL NOT BE MAILED. IT IS THE BIDDER'S RESPONSIBILITY TO CHECK AND SEE IF ANY ADDENDA

ADDENDA COLUMN. BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT

ALL ADDENDA TO THESE PLANS WILL BE POSTED TO WWW.MDOT.MS.GOV UNDER THE PROPOSAL(36)

GENERAL NOTES (CONT.)

EROSION CONTROL SHEETS.

SEE BRIDGE PLANS FOR DETAILED INDEX SHEET(S), ESTIMATED AND SUMMARY OF QUANTITY SHEETS, AND(35)

ARE INTERPRETED CORRECTLY REGARDLESS OF COLOR.

AS EITHER EXISTING OR PROPOSED, IT IS THE END USER'S RESPONSIBILITY TO ENSURE ALL ELEMENTS

OF ELEMENTS FOR USERS OF THESE DRAWINGS. ALTHOUGH THE INTENT IS TO CATEGORIZE EVERYTHING

IF COLORS ARE USED ON PLAN/PROFILE SHEETS, THEY ARE INTENDED TO VISUALLY EASE THE LOCATION(34)

MARKS ON WET OR DRY SURFACES.

PERMANENT SIGNS WITH A PERMANENT MARKING STICK THAT IS WATERPROOF, FADE RESISTANT, AND

ERECTION DATES ARE TO BE LEGIBLY WRITTEN IN BOLD, BLACK MARKINGS ON THE BACK OF ALL(33)

ABSORBED IN OTHER ITEMS OF WORK.

ALL ITEMS OF WORK ASSOCIATED WITH THE INSTALLATION OF A CONSTRUCTION ENTRANCE SHALL BE(32)

AND STRAIGHTNESS.

TEMPORARY STRIPING SHALL CONFORM TO FINISHED STRIPE SPECIFICATIONS FOR ALIGNMENT, NEATNESS,(31)

ADJUSTMENTS AS NECESSARY WITH THE APPROVAL OF THE PROJECT ENGINEER.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFICATION OF EXISTING GRADES AND MAKING(30)

FIFTY (50) FEET FROM THE TOP OF THE BANKS.

TEN (10) FEET OUTSIDE THE CONSTRUCTION LIMITS WHEN ANY CLOSER TO THE STREAM THAN

THE CLEARING LIMITS ADJACENT TO THE STREAM(S) WILL BE LIMITED TO NO FURTHER THAN(29)

CONTRACTOR FURNISHED EARTHWORK ITEMS.

BE PAID FOR AS UNCLASSIFIED EXCAVATION. ANY ADDITIONAL TOPSOIL IS TO BE PAID FOR AS TOPSOIL,

ASSOCIATED WITH STRIPPING, HAULING, STOCKPILING, AND PLACEMENT OF THE EXISTING TOPSOIL IS TO

SPECIFICATIONS, OR THE VEGETATION SCHEDULE (SEE WK. SH. VS-1). EXISTING TOPSOIL AND ALL COSTS

THAT ARE NOT TO BE PAVED OR OTHERWISE PROTECTED, IN ACCORDANCE WITH SECTION 211 OF THE

AFTER THE GRADING OPERATIONS ARE COMPLETED, SAID TOPSOIL SHALL BE PLACED ON ALL AREAS

PRIOR TO EARTHWORK OPERATIONS, THE EXISTING TOP 4" TOPSOIL IS TO BE STRIPPED AND STOCKPILED.(28)

SUBMITTING FOR APPROVAL.

IN THE PLANS SHALL BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN PRIOR TO

OF WORK AND MAINTAIN THE PLAN DURING CONSTRUCTION. ANY ADDITIONAL SILT BASINS NOT SHOWN

AN EROSION CONTROL PLAN AT THE PRECONSTRUCTION CONFRENCE OR PRIOR TO COMMENCEMENT

WAY OR CONTAMINATE WATERS OF THE U.S. DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT

THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT SILT DOES NOT LEAVE THE RIGHT OF

THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM REQUIREMENT. IT IS(27)

COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.

AT SUFFICIENT INTERVALS TO PREVENT POOLING OR STANDING WATER ON THE MILLED SURFACE, THE

WHERE MILLING IS REQUIRED, THE CONTRACTOR SHALL PROVIDE OUTLETS IN THE EXISTING SHOULDERS(26)

IN OTHER ITEMS BID.

REMOVAL OF OBJECT MARKERS IS NOT CONSIDERED A SEPARATE PAY ITEM, AND SHALL BE ABSORBED(25)

NOT CONSIDERED A SEPARATE PAY ITEM. COST TO BE ABSORBED IN OTHER ITEMS BID.

REMOVAL OF RAISED PAVEMENT MARKERS THAT ARE IN CONFLICT WITH REQUIRED CONSTRUCTION IS(24)

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM AECOM CHECKED G.D.T. DATE 6/8/2017

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

10/3/2017

14:38:55

05_

General

Notes.dgn

BR-0066-01(004)

05_GENERAL NOTES.DGN

5

COUNTY:

FMS CON:100774-301000

BR-0066-01(004)

JACKSON

PROJ. NO.: