i (we) enclose a certified check, cashier's check or bid...

S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) further propose to execute the attached contract agreement (Section 902) as soon as the work is awarded to me (us), and to begin and complete the work within the time limit(s) provided for in the Specifications and Advertisement. I (We) also propose to execute the attached contract bond (Section 903) in an amount not less than one hundred (100) percent of the total of my (our) part, but also to guarantee the excellence of both workmanship and materials until the work is finally accepted. I (We) enclose a certified check, cashier's check or bid bond for five percent (5%) of total bid and hereby agree that in case of my (our) failure to execute the contract and furnish bond within Ten (10) days after notice of award, the amount of this check (bid bond) will be forfeited to the State of Mississippi as liquidated damages arising out of my (our) failure to execute the contract as proposed. It is understood that in case I am (we are) not awarded the work, the check will be returned as provided in the Specifications. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):

ADDENDUM NO. 1 DATED 9/2/2014 ADDENDUM NO. DATED ADDENDUM NO 2 DATED 09/18/2014 ADDENDUM NO. DATED

Number Description TOTAL ADDENDA: 2

(Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,

DATE

Contractor

BY Signature

TITLE

ADDRESS

CITY, STATE, ZIP

PHONE

FAX

E-MAIL

1 Revised NTB No. 5163; Revised BidItems; Revised or Added Plan Sheet Nos. 2, 5, 8, 9, & 26; Amendment EBS Download Required.

2 Revised BidItems; Revised or Added Plan Sheet Nos. 2, 9, 10, 11, 13, 61, 62, 63, 64, & 65; Amendment EBS Download Required.

(To be filled in if a corporation)

Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address

Secretary Address

Treasurer Address

The following is my (our) itemized proposal. NHPP-0009-01(129) / 106653301 Wilkinson County(ies) Revised 09/21/2005

Section 905Proposal (Sheet 2 - 1)

NHPP-0009-01(129) / 106653301Wilkinson County

Slide Repair on US 61 at Cold Spring Road Intersection, known as Federal Aid Project No. NHPP-0009-01(129) / 106653301 in Wilkinson County.

LineNo.

Item Code AdjCode

Quantity Units Description [Fixed Unit Price]

Roadway Items

0010Changed 09/02/2014

201-A001 1 Lump Sum Clearing and Grubbing

0020Changed 09/02/2014

202-B005 3,207 Square Yard Removal of Asphalt Pavement, All Depths

0030 202-B057 1 Each Removal of Inlets, All Sizes

0040 202-B138 125 Square Yard Removal of Riprap

0050 202-B153 143 Each Removal of Steel Piling

0060Changed 09/18/2014

203-EX035 (E ) 71,432 Cubic Yard Borrow Excavation, AH, FME, Class B9-6

0070 203-F001 (E ) 8,850 Cubic Yard Channel Excavation, FM

0080Changed 09/02/2014

203-G004 (E ) 9,564 Cubic Yard Excess Excavation, LVM, AH

0090 204-A003 3,638 Square Yard Geogrid, Type II, Biaxial

0100 211-B001 (E ) 9,547 Cubic Yard Topsoil for Slope Treatment, Contractor Furnished

0110 213-C001 6 Ton Superphosphate

0120 219-A001 92 ThousandGallon

Watering [$20.00]

0130 220-A001 12 Acre Insect Pest Control [$30.00]

0140 223-A001 12 Acre Mowing [$50.00]

0150Changed 09/02/2014

234-A001 2,400 Linear Feet Temporary Silt Fence

0160 235-A001 325 Bale Temporary Erosion Checks

0170 309-A002 850 Cubic Yard Crushed Stone Drainage Layer

0180 423-A001 1 Mile Rumble Strips, Ground In

0185Added 09/18/2014

406-A001 1,133 Square Yard Cold Milling of Bituminous Pavement, All Depths

0190 503-C007 154 Linear Feet Saw Cut, Full Depth

0200Changed 09/02/2014

907-603-ALT02 (S ) 48 Linear Feet 24" Type A Alternate Pipe

0210 605-AA005 (S ) 11,608 Square Yard Geotextile for Subsurface Drainage, Type V, Non-Woven

0220 605-W002 (GY ) 600 Cubic Yard Filter Material for Combination Storm Drain and/or Underdrains,Type B, FM

0230 619-A1001 971 Linear Feet Temporary Traffic Stripe, Continuous White

0235Changed 09/18/2014

619-A1007 4,895 Linear Feet Temporary Traffic Stripe, Continuous White, Type 1 Tape

(Date Printed 09/18/14) (Addendum No. 2 )



LineNo.

Item Code AdjCode


0240 619-A2001 591 Linear Feet Temporary Traffic Stripe, Continuous Yellow

0245Changed 09/18/2014

619-A2007 10,598 Linear Feet Temporary Traffic Stripe, Continuous Yellow, Type 1 Tape

0250Changed 09/02/2014

619-A3001 1,000 Linear Feet Temporary Traffic Stripe, Skip White

0260Changed 09/02/2014

619-A5001 1,108 Linear Feet Temporary Traffic Stripe, Detail

0261Changed 09/18/2014

619-A5004 2,449 Linear Feet Temporary Traffic Stripe, Detail, Type 1 Tape

0262Added 09/02/2014

619-A6001 255 Linear Feet Temporary Traffic Stripe, Legend

0270Changed 09/18/2014

619-D1001 175 Square Feet Standard Roadside Construction Signs, Less than 10 Square Feet

0280Changed 09/18/2014

619-D2001 606 Square Feet Standard Roadside Construction Signs, 10 Square Feet or More

0281Added 09/02/2014

619-E1001 2 Each Flashing Arrow Panel, Type C

0283Added 09/02/2014

619-F5001 249 Unit Snap-Back Delineator, Replacement

0284Added 09/02/2014

619-G4005 48 Linear Feet Barricades, Type III, Double Faced

0285Changed 09/18/2014

619-G7001 15 Each Warning Lights, Type "B"

0290 619-F4001 83 Unit Snap-Back Delineator

0300Changed 09/02/2014

619-G4001 168 Linear Feet Barricades, Type III, Single Faced

0310Changed 09/02/2014

619-G5001 109 Each Free Standing Plastic Drums

0320 620-A001 1 Lump Sum Mobilization

0330Changed 09/02/2014

627-K001 43 Each Red-Clear Reflective High Performance Raised Markers

0335Added 09/02/2014

627-L001 15 Each Two-Way Yellow Reflective High Performance Raised Markers

0340 815-A006 (S ) 3,890 Ton Loose Riprap, Size 100

0350 815-A008 (S ) 550 Ton Loose Riprap, Size 200




LineNo.

Item Code AdjCode


0360Changed 09/02/2014

815-A009 (S ) 3,810 Ton Loose Riprap, Size 300

0370 815-A010 (S ) 275 Ton Loose Riprap, Size 500

0380 907-216-A001 4,600 Square Yard Solid Sodding

0385Added 09/02/2014

907-619-E3001 2 Each Changeable Message Sign

0390 907-225-A001 12 Acre Grassing

0400Changed 09/18/2014

907-225-B001 6 Ton Agricultural Limestone

0410Changed 09/02/2014

907-225-C001 12 Ton Mulch, Vegetative Mulch

0420Changed 09/02/2014

907-225-D001 12 Ton Mulch, Hydromulch

0430 907-226-A001 12 Acre Temporary Grassing

0440 907-237-A003 1,630 Linear Feet Wattles, 20"

0450 907-245-A001 240 Linear Feet Triangular Silt Dike

0460 907-246-A001 950 Linear Feet Sandbags

0470 907-304-A004 (GY ) 407 Cubic Yard Granular Material, LVM, Class 6, Group C

0480 907-304-E004 (GY ) 1,200 Cubic Yard Granular Material, LVM, Size 57

0490 907-304-F004 (GT ) 800 Ton Size 825B Crushed Stone Base

0500 907-407-A001 (A2 ) 293 Gallon Asphalt for Tack Coat

0510 907-603-PE208 (S ) 780 Linear Feet 36" Corrugated Polyethylene Pipe

0520 907-603-PE211 (S ) 100 Linear Feet 12" Corrugated Polyethylene Pipe

0530 907-605-Q002 (S ) 1,145 Linear Feet 6" Perforated Corrugated Polyethylene Drainage Tubing for Underdrains

0540Changed 09/18/2014

907-617-A001 4 Each Right-of-Way Marker

0550 907-618-A001 1 Lump Sum Maintenance of Traffic

0560Deleted 09/18/2014

907-618-B001

0570 907-626-A004 1,000 Linear Feet 6" Thermoplastic Traffic Stripe, Skip White

0580 907-626-C008 971 Linear Feet 6" Thermoplastic Edge Stripe, Continuous White

0590 907-626-F008 591 Linear Feet 6" Thermoplastic Edge Stripe, Continuous Yellow

0600Changed 09/02/2014

907-626-G004 809 Linear Feet Thermoplastic Detail Stripe, White

0610Changed 09/02/2014

907-626-G005 2,525 Linear Feet Thermoplastic Detail Stripe, Yellow




LineNo.

Item Code AdjCode


0615Added 09/02/2014

907-626-H004 510 Linear Feet Thermoplastic Legend, White

0620 907-699-A002 1 Lump Sum Roadway Construction Stakes

ALTERNATE GROUP AA NUMBER 1

0630 907-304-G001 (GY ) 1,549 Cubic Yard Size 825B Crushed Stone Base, AEA


0640 907-304-G002 (GY ) 1,549 Cubic Yard Size 610 Crushed Stone Base, AEA


0650 907-304-G003 (GY ) 1,549 Cubic Yard Size 3/4" and Down Crushed Stone Base, AEA

ALTERNATE GROUP BB NUMBER 1

0660 907-403-A006 (BA1 ) 324 Ton Hot Mix Asphalt, MT, 12.5-mm mixture

ALTERNATE GROUP BB NUMBER 2

0670 907-403-M002 (BA1 ) 324 Ton Warm Mix Asphalt, MT, 12.5-mm mixture

ALTERNATE GROUP CC NUMBER 1

0680 907-403-A007 (BA1 ) 389 Ton Hot Mix Asphalt, MT, 19-mm mixture

ALTERNATE GROUP CC NUMBER 2

0690 907-403-M007 (BA1 ) 389 Ton Warm Mix Asphalt, MT, 19-mm mixture

ALTERNATE GROUP DD NUMBER 1

0700 907-403-A012 (BA1 ) 389 Ton Hot Mix Asphalt, ST, 19-mm mixture

ALTERNATE GROUP DD NUMBER 2

0710 907-403-M004 (BA1 ) 389 Ton Warm Mix Asphalt, ST, 19-mm mixture

ALTERNATE GROUP EE NUMBER 1

0720 907-403-A010 (BA1 ) 289 Ton Hot Mix Asphalt, MT, 9.5-mm mixture

ALTERNATE GROUP EE NUMBER 2

0730 907-403-M006 (BA1 ) 289 Ton Warm Mix Asphalt, MT, 9.5-mm mixture


DESCRIPTION OF SHEET NO. NO.WKG. SH.

DESCRIPTION OF SHEET NO. NO.WKG. SH.

REVISIONS

DATE SHEET NO. BY

1TITLE SHEET (1)

DETAILED INDEX & GENERAL NOTES (2)

DI-1 2DETAILED INDEX

GN-1GENERAL NOTES 3

4TS-1

TS-2 5

ECD-1

ECD-2

ECD-3

ECD-4

ECD-5

ECD-6

ECD-7

ECD-8

ECD-9

ECD-10

ECD-11

ECD-12

ECD-13

ECD-14

ECD-15

ECD-16

ECD-17

ECD-18

ECD-19

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, SILT FENCE AND HAY BALE DITCH CHECKS

DETAILS OF EROSION CONTROL WATTLE DITCH CHECKS

DETAILS OF EROSION CONTROL SILT DIKE DITCH CHECK

ROCK DITCH CHECK

ROCK DITCH CHECK WITH SUMP EXCAVATION

INLET PROTECTION TYPICAL APPLICATIONS AND DETAILS

INLET PROTECTION DETAILS FOR COURSE AGGREGATE ON GRADES & SAGS

INLET PROTECTION DETAILS OF WATTLES

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE

INLET PROTECTION DETAILS OF SAND BAG

TEMPORARY STREAM DIVERSION

TEMPORARY STREAM DIVERSION (BOX EXTENSIONS)

FLOATING TURBIDITY CURTAIN

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK

43

44

45

46

47

48

49

53

54

55

56

ECD-20

57

50

41

TCP-11ROADS

TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO-LANE

TOTAL SHEETS (161)

VEGETATION SCHEDULE VS-1

27

29

30

31

32

26

TC-4

SPECIAL DESIGN SHEETS (58)

39

ROBERTS (106653/301000)

34

37

38

40

33

35

36

60

QUANTITY SHEETS (6)

SUMMARY OF QUANTITIES SQ-2

SQ-3

8

ESTIMATED QUANTITIES FOR TRAFFIC CONTOL SIGNS

TYPICAL SECTION SHEETS (4)

SUMMARY OF QUANTITIES SQ-1

PLAN & PROFILE SHEET (1)

SUMMARY OF QUANTITIES

TRAFFIC CONTROL - (PHASE I)

EQ-2

EQ-1




TC-3

TC-5

TC-6

TC-7

TC-8

TC-99

10

11

12

13

14

16

18

19

20

21

22

23

24

TRAFFIC CONTROL - (PHASE II) PERMANENT STRIPING

SQ-4SUMMARY OF TRAFFIC CONTROL ITEMS

DETAILS OF TYPICAL DITCH TREATMENT DT-1

61

63

64

65

TYPICAL TEMPORARY EROSION CONTROL MEASURES TEC-2

TEC-3TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)

LOCATION OF R16-3 SIGNS R16-3

RIGHT OF WAY MARKER

HIGHWAY SIGNS AND BARRICADE DETAIL FOR CONSTRUCTION PROJECT

RW-1

TRAFFIC CONTROL DETAIL OF DRUM PLACEMENT AND SHOULDER TCP-SC

66

PAVEMENT MARKING DETAILS FOR 2-LANE & 4-LANE DIVIDED HIGHWAYS 6120PM-1

TRAFFIC CONTROL PLAN WITH FLAGGER (ONE-LANE CLOSURE OF TWO WAY TRAFFIC TCP-1 6250

6260

TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE TCP-15 6264

TYPICAL GRADING TRANSITION BETWEEN CUTS AND FILL 6272GT-1

MISCELLANEOUS DETAIL SHEET 6290MDS-1

PIPE CULVERT INSTALLATION PI-1 6300

DETAILS OF NORMAL UNDERDRAIN AND STORM DRAIN USED AS UNDERDRAIN UD-1

UD-2

6331

6332NORMAL UNDERDRAIN TYPE II

RW-2

STANDARD DRAWINGS - ROADWAY SHEETS (13)

2

12/01/99

12/01/99

12/01/99

SC-1

SC-10

SC-11

SDTCP-10

TEMPORARY CULVERT STREAM CROSSING

STABILIZED CONSTRUCTION ENTRANCE

25

52

X-SECTION (76)

STA. 690+00 TO STA. 705+00 9001-9076

PS & E PLANS - DATE (07/28/2014)

RIGHT OF WAY COORDINATE SHEET

6140EC-1ER0SION CONTROL

6144TEC-3TYPICAL TEMPORARY EROSION CONTROL MEASURES

TCP-9 6258

RUMBLE STRIPES (GROUND IN) 2 LANE RS-2L

ESTIMATED QUANTITIES - EARTHWORK

SEQUENCE OF CONSTRUCTION STA. NO. : 693+75 TO 701+00

PHASE 1 - TYPICAL SECTIONS STA. NO. : 693+50 TO 701+50

PHASE 2 - TYPICAL SECTIONS STA. NO. : 693+50 TO 701+50

SC-2

SC-3

PLAN - LANDSLIDE REMEDIATION STA. NO. : 693+50 TO 701+50 SC-4

SC-5PHASE 1 - PLAN (SHEET 1 OF 2) STA. NO. : 693+50 TO 701+50

PHASE 1 - PLAN (SHEET 2 OF 2) STA. NO. : 693+50 TO 701+50 SC-6

SC-7

SC-8

PHASE 2 - PLAN (SHEET 1 OF 2) STA. NO. : 693+50 TO 701+50

PHASE 2 - PLAN (SHEET 2 OF 2) STA. NO. : 693+50 TO 701+50

DETAILS - (SHEET 1 OF 2) STA. NO. : 693+50 TO 701+50

DETAILS - (SHEET 2 OF 2) STA. NO. : 693+50 TO 701+50

SC-9

GENARALIZED SOIL PROFILE STA. NO. : 693+50 TO 701+50

STA. 680+00 TO STA. 710+00




TC-10

TS-3 6

17

3

TS-4 7

TYPICAL SECTION - NEW CONSTRUCTION (RT. LANE)

TYPICAL SECTION - OVERLAY SECTION (RT. LANE)

TYPICAL SECTION - @ CROSSOVER

SPECIAL DESIGN SHEETS (CONT.)

67

SDRO-1

SDSE-2ASUPERELEVATION CASE I ROTATION ABOUT CENTERLINE (2% NORMAL SUBGRADE)

SUPERELEVATION RUNOFF CASE I ROATATION ABOUT CENTERLINE 58

59

SHORT DURATION CLOSING OF DIVIDED HIGHWAYS

6235SN-8BTYPICAL CROSSOVER DELINEATION

DETAILS OF MEDIAN CROSSOVER DMC-1

42

62

15

51

PRELIMINARY EROSION CONTROL PLAN (STA. 680+00 TO STA. 709+00)

PRELIMINARY EROSION CONTROL PLAN (PHASE I TYPICAL SECTON)

PRELIMINARY EROSION CONTROL PLAN (PHASE II TYPICAL SECTION)

ECP-3 68

ECP-4 69

ECP-5 70

ECP-6 71

8/11/2014 BJR

PRELIMINARY EROSION CONTROL PLAN (PLAN- LANDSLIDE REMEDIATION)

1111

1

TYPICAL SECTION - EXISTING U.S. HWY. 611

SC-12GENARALIZED SOIL PROFILE STA. NO. : 693+50 TO 701+50

SC-13GENARALIZED SOIL PROFILE STA. NO. : 693+50 TO 701+50

25.1

25.2

11

1 DELETED SHEET 28

1

1-19,21-25, 25.1,25.2

26,28,53,54,59-71

8/28/2014 BJR

2

2

2

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM ROBERTS CHECKED DATE

DI-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

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PL

AN

WILKINSON COUNTY

PROJECT NO.: NHPP-0009-01(129)

9/5/2014

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NHPP-0009-01(129)

DETAIL INDEX

DETINDEX.DGN

2

FMS CON: 106653/301000

2,5,8,9,26

9/08/2014 BJR9-11,13,61-65

beroberts

MDOT-ADDENDUM

ALTERNATE ASPHALT ITEMS

OR OR

OR OR

OR OR

OR OR

OR OR

OR OR

CRUSHED STONE ALTERNATES

1

TYPICAL AND 5,720 SQ. YD'S FOR LANDSLIDE REPAIR.

INCLUDES 5,888 SQ. YD'S FOR NEW CONSTRUCITON1

2

3

SEE SHEET TS-3 FOR DETAILS.

SEE SHEET SC-10 FOR DETAILS.

4

PIPE OR POLYVINYL CHLORIDE (PVC) PIPE.

"III" OR CORRUGATED POLYETHYLENE

REINFORCED CONCRETE PIPE, CLASS

ALTERNATE A

5 SEE SHEET SC-9 FOR DETAILS.

6

, PERFORATED

, PERFORATED 5

5

4

3

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

6

AND ANIMAL GUARD.

SOCK, JOINT CONNECTIONS,END CAPS

PIPE ASSEMBLY INCLUDES GEOTEXTILE

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



SQS-2


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

WILKINSON COUNTY


9/8/2014

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EM

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QU

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TITIT

ES

BJ

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BJ

R

NHPP-0009-01(129)


SQS_SH.DGN

9

FMS CON: 106653/301000

2

2

3

3

3

3

beroberts

MDOT-ADDENDUM

11

1

DURING CONSTRUCTION.

TRAFFIC CONTROL DEVICES, DAMAGED OR LOST

ESTIMATED FOR FULL REPLACEMENT OF PHASE I

PHASE I TRAFFIC CONTOL (IN PLACE) - QUANTITIES

1

1

1

2

2

BY THE ENGINEER.

INCLUDES 1,000 TONS TO BE USED AS DIRECTED

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



SQS-3


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

WILKINSON COUNTY


9/8/2014

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10

FMS CON: 106653/301000

2

2

2

2

beroberts

MDOT-ADDENDUM

R11-

2

R16-3

W1-

3L

W1-

3R

SUMMARY OF TRAFFIC CONTROL ITEMS REQUIREDC

ONST.

PH

ASE OF

NU

MBER

WO

RKIN

G

W3-5

W1-

2L

R5-1A

W1-

2R

W4-2L

W4-2R

W6-1

W6-3

I

I

I

I

I

I

I

II

W3-1A

W1-

6R

SQ. FT.

SQ. FT.LEGEND

LIN. FT.LEGEND

W20-5R

W1-

10R

1 4 12 3 41,000.00

11

109

TC-3

TC-4

TOTAL

UNIT LIN. FT.LIN. FT.

REMARKSWHITE WHITEYELLOW YELLOW

CONTINUOUS SKIPDETAIL

SINGLE DOUBLE

FACE FACE

TYPE III

BARRICADES

TYPE

B

WARNING

LIGHTS

FREE

STA

NDIN

GPLASTIC

DR

UM

S

DETAIL

TRAFFIC CONTROL SIGNS

TEMPORARY (PAINT OR TAPE)

PAVEMENT MARKING ITEMS

R4-1

W8-9

R5-1

R4-7

W8-9

W20-1

W20-5L

R2-1

W1-

6L

R1-

1

TEMPORARY (TAPE)

CONT. WHITE

LIN. FT. LIN. FT. LIN. FT. EACH EACHLIN. FT.LIN. FT.LIN. FT. EACHEACH EACH EACHEACHEACH EACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHEACHLIN. FT.LIN. FT. EACHEACHEACH EACH

TYPE 1

TC-5

TC-6

TC-7

TC-8

TC-9

TC-10 971.00 591.00 1,000.00

591.00971.00

W13-1

M4-9BL

4 83

1 41 1

M4-9B

R

6 2 4

2

5 14 3 2

37

44

1,108.00 255.00

1,108.00 255.00

1

2

222

2

2

4

2216

2

1

1

PA

NEL

FLAS

HIN

G

MESSAGE PANEL

FLASHING ARROW PANEL

G20-2

21,093.00

TYPE I

400.00

5,377.00

4,821.00 1,356.00

4,895.00 2,449.00

11

DELIN

EATO

RS

NAP B

AC

K

57

11 126

1 FLASHING ARROW PANEL224 6 7

MESSAGE PANEL1

108

42222483154

24

48

12

24

24

168

CONT. YELLOW

TYPE I

3,017.00

1,878.00

1

2

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



SQ-4


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

WILKINSON COUNTY


9/5/2014

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NHPP-0009-01(129)

TRAFFIC CONTOL ITEMS

SUMMARY OF

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

EQ - PLOT.DGN

10,598.00

2

2

4

2

2

beroberts

MDOT-ADDENDUM

SIGNS REQUIRED(CONT'D)

SIGN NO. SIZEUNIT

AREA

SQ.FT.

QUAN.

REQ'D.

TOTAL

SIGN AREA

SQ.FT.

REMARKS

W21 - 2 36" X 36" 9.00FRESH

OIL ( TAR )

ADVANCEROAD

MACHINERY

SHOULDER

WORK

SURVEY CREW

W21 - 3 48" X 48" 16.00

W21 - 5 48" X 48" 16.00

9.00W21 - 6 36" X 36"

VP - IL 12" X 36" 3.00

VP - IR 12" X 36" 3.00

OM - 3L

OM - 3R

12" X 36"

12" X 36"

3.00

3.00

TOTAL SIGN AREA

TOTAL SIGN AREALESS THAN

10 SQ. FT.

10 SQ. FT.

OR MORE

1

2

STANDARD

SPECIAL (USE WHERE WARRANTED)

SIGN NO. SIZEUNIT

AREA

SQ.FT.

QUAN.

REQ'D.REMARKS

TOTAL

SIGN AREA

SQ.FT.

SIGNS REQUIRED(CONT'D)

W1 - 7

W1 - 8L

W1 - 8L

W1 - 8R

W1 - 8R

2

W3 - 1a

W3 - 2a

W3 - 3

W4 - 1L

W4 - 1R

W4 - 2L

W4 - 2R

W6 - 1

W6 - 2

W6 - 3

W8 - 1

W8 - 4

W8 - 6

W8 - 9

W10 - 1

W10 - 1

W13 - 1

W14 - 3

W20 - 1

W20 - 1

W20 - 2

W20 - 3

W20 - 4

W20 - 4B

W20 - 5L

W20 - 5R

W20 - 7a

W21 - 1

W21 - 1a 36" X 36"

36" X 36"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

36" X 36"

48"X64"X64"

24" X 24"

48" DIA.

36" DIA.

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

18" X 24"

18" X 24"

36" X 48"

36" X 48"

60" X 30" 12.50

3.00

3.00

12.00

12.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

12.56

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

9.00

9.00

9.00

9.89

7.07

4.00

SIGNS REQUIREDSIGNS REQUIRED(CONT'D)

SIGN NO.SIGN NO. SIZESIZEUNIT

AREA

SQ.FT.

QUAN.

REQ'D.

TOTAL

SIGN AREA

SQ.FT.REMARKSREMARKS

TOTAL

SIGN AREASQ.FT.

QUAN.

REQ'D.

UNIT

AREA

SQ.FT.

R1 - 3

R2 - 1

R3 - 1

R3 - 1

R3 - 2

R3 - 2

R3 - 4

R3 - 4

R3 - 5L

R3 - 5R

R3 - 6L

R3 - 6R

18" X 9"

24" X 30"

36" X 36"

36" X 36"

36" X 36"

48" X 48"

48" X 48"

48" X 48"

30" X 36"

30" X 36"

30" X 36"

30" X 36"

1.13

9.00

9.00

9.00

16.00

16.00

16.00

7.50

7.50

7.50

7.50

R3 - 7L

R3 - 7R

R4 - 1

R4 - 2

R4 - 7

R4 - 8

R5 - 1

R5 - 1a

R6 - 1L

R6 - 1R

R6 - 2L

R6 - 2R

R11 - 2

R11 - 3a

R11 - 3b

R11 - 4

R12 - 1

W1 - 1L

W1 - 1R

W1 - 2L

W1 - 2R

W1 - 3L

W1 - 3R

W1 - 4aL

W1 - 4aR

W1 - 5L

W1 - 5R

W1 - 6L

W1 - 6L

W1 - 6R

W1 - 6R 60" X 30"

48" X 24"

60" X 30"

48" X 24"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

48" X 48"

36" X 48"

60" X 30"

60" X 30"

60" X 30"

48" X 30"

24" X 30"

24" X 30"

42" X 30"

48" X 48"

48" X 60"

48" X 60"

48" X 60"

48" X 60"

30" X 30"

30" X 30" 6.25

6.25

20.00

20.00

20.00

20.00

16.00

8.75

3.00

3.00

5.00

5.00

10.00

12.50

12.50

12.50

12.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

16.00

8.00

12.50

8.00

12.50

G20 - 1

G20 - 4

M1 - 1

M1 - 1

M1 - 4

M1 - 4

M1 - 5

M1 - 5

M3 - 1

M3 - 1

M3 - 2

M3 - 2

M3 - 3

M3 - 3

M3 - 4

M3 - 4

M4 - 8

M4 - 8

M4 - 9

M4 - 9L

M4 - 9BL

M4 - 9SL

M4 - 9BSL

M4 - 9R

M4 - 9BR

M4 - 9SR

M4 - 9BSR

M4 - 10L

M4 - 10R

M4 - 5

M5 - 1L

M5 - 1R

M5 - 2L

M5 - 2R

M6 - 1L

M6 - 1R

M6 - 2L

M6 - 2R

M6 - 3

R1 - 1

R1 - 1

R1 - 2

R1 - 2

60" X 24"

48" X 24"

36" X 18"

24" X 24"

24" X 24"

24" X 24"

30" X 24"

30" X 24"

30" X 24"

24" X 12"

24" X 12"

24" X 12"

24" X 12"

30" X 15"

30" X 15"

30" X 15"

30" X 15"

24" X 12"

30" X 15"

48" X 36"

48" X 36"

48" X 36"

48" X 36"

48" X 36"

48" X 36"

48" X 36"

48" X 36"

48" X 36"

48" X 18"

48" X 18"

24" X 12"

21" X 15"

21" X 15"

21" X 15"

21" X 15"

21" X 15"

21" X 15"

21" X 15"

21" X 15"

21" X 15"

48" X 48" X 48"

60" X 60" X 60" 10.83

6.93

13.25

7.46

2.19

2.19

2.19

2.19

2.19

2.19

2.19

2.19

2.19

2.00

6.00

6.00

12.00

12.00

12.00

12.00

12.00

12.00

12.00

12.00

12.00

3.13

2.00

3.13

2.00

3.13

2.00

3.13

2.00

3.13

2.00

5.00

4.00

4.00

4.00

5.00

5.00

4.50

8.00

10.00 NEXT X X MILES

PILOT CARFOLLOW ME

1 OR 2 DIGIT

3 DIGIT

1 OR 2 DIGIT

3 DIGIT

1 OR 2 DIGIT

3 DIGIT

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DIGIT RTE. MARKER

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

TO

STOP

YIELD

SPEED LIMIT

LEFT LANEMUST

TURN LEFT

RIGHT LANE MUST

TURN RIGHT

DO NOT PASS

PASS WITH CARE

DO NOT ENTER

W1 - 7 48" X 24" 8.00

WRONG WAY

ROAD CLOSED

ROAD CLOSED

XX MILES AHEAD

BRIDGE OUTXX MILES AHEAD

ROAD CLOSED

TO THRU TRAFFIC

WEIGHT LIMIT

XX TONS

BUMP

SOFT

SHOULDER

TRUCK

CROSSING

1

2

XX MPH

NOPASSING

ZONE

2

1

ADVANCE DETOUR

ADVANCE ROAD CLOSED

ADVANCE ONE-LN. RD.

ADVANCE ONE-LN. BR.

ADVANCE LT. LN. CLOSED

ADVANCE RT. LN. CLOSED

2

2

1

1

2

2

3

3

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

1

1

1

1

1

2

2

2

DETOUR

DETOUR

ONE

WAY

ONE

WAY

1

2

1

1

2

1

1

2

2

ONE WAY

WAYONE

ONLY

ONLY

5

5

NOTES

SQ. FT.

SQ. FT.

WORKERS

36" X 12"

36" X 12"

R R

24" X 30" 5.00

5.0024" X 30"

5.5636"X48"X48"

W1 - 9L

W1 - 9R 48" X 48"

48" X 48"

16.00

16.00

1

2

1

2

1

2

ROAD WORK

END ROAD WORK

ADVANCE ROAD WORK

W5 - 1a 48" X 48" 16.00PAVEMENT

NARROWS

NORTH- 1 OR 2

NORTH- 3

EAST- 1 OR 2

EAST- 3

SOUTH- 1 OR 2

WEST- 1 OR 2

WEST- 3

DETOUR- 1 OR 2

DETOUR- 3

SOUTH- 3

s

s

s

s

s

s

s

s

s

s

s

s

s

s

s

ssss

ssss

s

sss

ssss

s

s

s

s

s

s

sss

s

s

s

s

s

s

s

s

s

s

s

s

s

s

s

s

s

s

s

ssss

s

s

s

s

s

W19 - 2 48" X 48" 16.00s BRIDGE MAY ICE IN COLD WEATHER

1 16.00

192.00

36" X 48"

48" X 60"

12.00

20.00

ss DOUBLED

SPEEDING FINES

ARE PRESENT

WHEN WORKERS

R16- 36 7

7

INTERSTATE ROUTE MARKER

UNITED STATES ROUTE MARKER

STATE ROUTE MARKER

1

2

3

4

5 BLACK STRIPES ON YELLOW BACKGROUND

ROUTE MARKERS.

ARROWS SHALL BE APPROPRIATE TO MATCH ACCOMPANYING

COLORS OF CARDINAL DIRECTION MARKERS AND DIRECTIONAL

IN ALL CASES.

W10-1 SHALL BE ORANGE. THE W10-1 BACKGROUND SHALL BE YELLOW

THE BACKGROUND OF ALL WARNING SIGNS ("W" SERIES) EXCEPT

6

7

INTERSTATE USE ONLY

BOTTOM OF SIGN - BLACK LETTERING ON WHITE BACKGROUND

TOP OF SIGN - BLACK LETTERING ON ORANGE BACKGROUND,

36" OCTAGON

48" OCTAGON

R1 - 3 2.0024" X 12"

1

24 WAY ETC.

3-WAY,

R2 - 1

R2 - 1

36" X 48" 12.00s48" X 60" 20.00s

5.00 1

2

6

W3 - 5 48" X 48" 16.00s

W16-2 24" X 18" 3.00 XXX FEET

SPEED REDUCTION

LOW SHOULDER

36" X 36"W8 - 11 9.00

G20 - 2

s

64.00 4

12

48" X 48" 16.00sW1 - 10R

13

45.00

s

s

s

4 32.00

R1 - 1 9.00 536" X 36"

14

70.00

3 30.00

2 32.00

2 16.00

2

32.00

2 32.00

12.00

2

32.00

4 64.00

4 64.00

606

175

12

4 48.00

3

UNEVEN LANES

2

2

1

1

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



EQ-2


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

WILKINSON COUNTY


9/8/2014

1:47

eq - plot.dgn

PM

08/11/14

BJ

RR

EVIS

ED

QU

AN

TITIES

09/08/14

RE

VIS

ED

QU

AN

TITIES

BJ

R

NHPP-0009-01(129)

FOR TRAFFIC CONTROL SIGNS

ESTIMATED QUANTITIES

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

EQ - PLOT.DGN

beroberts

MDOT-ADDENDUM

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER


DESIGN TEAM CHECKED DATE


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

9/8/2014

8:42

TC4 -

BR.dgn

AM

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

TC4 - BR.DGN

W20-5R

48x48CLOSEDRIGHT LANE

MILE12

TYPE "B" WARNING LIGHT

STA. 623+60.000

SP

EE

D

LIM

IT

SP

EE

D

LIM

IT

W3-5

48x48

STA. 618+60.000

55

PHASE II

1

AND THE LOW SHOULDER SIGN (W8-9).

ON SHOULDER CLOSURES, THE PLACEMENT OF DRUMS,

SEE SPECIAL DESIGN WK. NO. TCP-SC FOR DETAILS

PAY ITEMS.

SHEET SHALL BE PAID FOR UNDER THE APPROPRIATE

ALL TRAFFIC CONTROL ITEMS SHOWN ON THIS

SHALL BE PAID FOR AS TEMPORARY.

ALL PAVEMENT MARKINGS SHOWN ON THIS SHEET

NOTES:

55

SP

EE

D

LIM

IT

STA. 630+50.000

R2-1 (24"X30")ORANGE PLATEFLUORESCENT(24"X12")

65

SP

EE

D

LIM

ITR2-1

24x30

STA. 630+50.000

2

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER


DESIGN TEAM ROBERTS CHECKED DATE 8/15/14

TC-4


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

WILKINSON COUNTY


9/8/2014

8:42

TC4 -

BR.dgn

AM

08/11/14

BJ

R

RE

VIS

ED

TR

AFFIC

CO

NT

RO

L

09/08/14

RE

VIS

ED

SIG

NS

BJ

R

NHPP-0009-01(129)

U.S. HWY. 61

PHASE I (IN PLACE)

TRAFFIC CONTROL

TC4 - BR.DGN

61

FMS CON: 106653/301000

2

600 605 610 615 620 625 630

600 605 610 615 620 625 630

beroberts

MDOT-ADDENDUM

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER


DESIGN TEAM CHECKED DATE


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

9/8/2014

8:42

TC5 -

BR.dgn

AM

NEM

TR

AP

ED

TOF TRANSPO

RT

ATIO

N

I

PPISSISS

M

I

TC5 - BR.DGN

ROAD

AHEAD48x48

W20-1 WORK

(500' BACK)

ROAD

AHEAD

48x48W20

-1WORK

(500' BA

CK)

M.P.H.

20

STA. 660+00

W13-1 (24X24)

W1-3L (48X48)


DRUMS @ 45' O.C.FREE STANDING

PLASTIC

STA. 652+00.000

FLASHING ARROW PANEL REQ'D.

STA. 650+20.000

DRUMS @ 90' O.C.

FREE STANDING PLASTIC

DRUMS (SHOULDER TAPER REQ'D.)FREE STANDING PLASTIC

PHASE II

1




PAY ITEMS.





NOTES:

STA. 644+50.000

(DBL. FACED)

BARRICADE (6' WIDE)

MOUNT ON TYPE III

W4-2R (48X48)


STA. 644+50.000

(DBL. F

ACED)

BARRICAD

E (6' WIDE)

MOU

NT O

N TYPE III

G20-2

48x24

ROAD

WORK

END

(540' TAPER)(TAPE) (TYPE I)

BEGIN 8" DETAIL WHITE

(LT. OF CE

NTER

LINE)

(TAP

E) (T

YPE 1)

BEGIN 4" C

ONT. W

HITE

STA. 657+40.000

W20-5R

48x48CLOSEDRIGHT LANE


STA. 639+50.000

1000 FT

2

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TC-5


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

WILKINSON COUNTY


9/8/2014

8:42

TC5 -

BR.dgn

AM

08/11/14

BJ

R

RE

VIS

ED

TR

AFFIC

CO

NT

RO

L

09/08/14

RE

VIS

ED

SIG

NS

&

PA

VE

ME

NT

MA

RKIN

G

BJ

R

NHPP-0009-01(129)

U.S. HWY. 61

PHASE I (IN PLACE)

TRAFFIC CONTROL

TC5 - BR.DGN

62

FMS CON: 106653/301000

55

SP

EE

D

LIM

IT

STA. 641+50.000

R2-1 (24X30)ORANGE PLATEFLUORESCENT(24X12)

36x48

R16-3W

HE

N

WO

RK

ERS

AR

E P

RESE

NT

SPEEDIN

GFIN

ES

DO

UBLED

STA. 636+50.000

2

2 2 2 2

2

630 635 640 645650

655

660630 635 640 645

650

655

660

CO

LD SP

RIN

GS

RD.

SA

ND

ER

S

FO

RK

RD.

beroberts

MDOT-ADDENDUM

*** INDICATES NEW CONSTRUCTION AREA ***

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TC-6


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

WILKINSON COUNTY


9/8/2014

8:42

TC6 -

BR.dgn

AM

08/11/14

BJ

R

RE

VIS

ED

TR

AFFIC

CO

NT

RO

L

09/08/14

RE

VIS

ED

PA

VE

ME

NT

MA

RKIN

G

BJ

R

NHPP-0009-01(129)

U.S. HWY. 61

PHASE I (IN PLACE)

TRAFFIC CONTROL

TC6 - BR.DGN

63

FMS CON: 106653/301000

STOP

STA. 681+00.00

(SINGLE FACED)

BARRICADE (24' WIDE)

MOUNT ON TYPE III

W1-6L (48X24)

R1-1 (48 X 48) ON BACK

M.P.H.

20

STA. 660+00

W13-1 (24X24)

W1-3L (48X48)


DRUMS @ 90' O.C.


DRUMS @ 20' O.C.


STA. 685+00.000

48X48

W6-3

STA. 696+00.00048X48

W6-3

STOP

ROAD

CLOSED

DRUMS @ 20' O.C.


YELL

OW TAPE (TYPE 1)

BEGIN 4" TEM

P. CON

T. DBL.

STA. 664+75.000

PHASE II

1




PAY ITEMS.





NOTES:

@ 45' O.C.

SNAP BACK DELINEATORS

45

SP

EE

D

LIM

IT

STA. 687+00.000

R2-1 (24X30)ORANGE PLATEFLUORESCENT

(24X12)

STOP

RO

AD

CLOSE

D(SINGLE FACED)


MOUNT ON TYPE III

R11-2 (48X30)

(36" OCTAGON)

R1-1 (ON BACK)

(SINGLE FACED)BARRICADE (36' WIDE)MOUNT ON TYPE IIIR11-2 (48X30)(36" OCTAGON)R1-1 (ON BACK)

STOP RO

AD

CLOSE

D

(SIN

GLE FA

CED)

BARRICAD

E (24' WIDE)

MOU

NT O

N TYPE III

R11-2 (48X30)

(36" O

CTAG

ON)

R1-1 (O

N BA

CK)

DRUMS @ 45' O.C.


YELLOW TAPE (TYPE 1)

4" TEMP. CONT. DBL.

TAPE (TYPE 1) R

T. EDG

E

BEGIN 4" C

ONT. W

HITE

STA. 681+00.000 (+\-)

TAPE (TYPE I) RT. EDGE

4" CONT. WHITE

TAPE (TYPE I) RT. EDGE

4" CONT. WHITE

STA. 680+41 (+/-)

(TAPE) (TYPE 1) LT. OF CENTERLINE)

END 4" TEMP. CONT. WHITE

2

2

660 665680 685 690 695

700

705

660 680 685 690 695

700

705

ST

A. 6

79

+6

1.5

00

AH

ST

A. 6

65

+0

0.0

00

BK

=

EQ

UA

TI

ON:

ST

A. 6

79

+6

1.5

00

AH

ST

A. 6

65

+0

0.0

00

BK

=

EQ

UA

TI

ON:

beroberts

MDOT-ADDENDUM

STOP

ROADCLOSED

STA. 710+00.000

48X48

W6-3

M.P.H.

20

STA. 714+00.000

W13-1 (24X24)

W1-3R (48X48)


DRUMS @ 45' O.C.


*** INDICATES NEW CONSTRUCTION AREA ***

STOP

720

STA. 732+00.000

DRUMS @ 90' O.C.)FREE STA

NDING PLASTIC DRUMS @ 4

5' O.C.)FREE STANDING PL

ASTIC

DRUMS @ 20' O.C.)FREE STA

NDING PLASTIC

(TAP

E) (T

YPE 1) (540' T

APER)

BEGIN 8" DET

AIL

YELL

OW(LT. OF CE

NTERLIN

E)EN

D 4" C

ONT. YELLO

WST

A. 726+60.000

1

PHASE II




PAY ITEMS.





NOTES:

@ 45' O.C.

SNAP BACK DELINEATORS

@ 45' O.C.SNAP BA

CK DELINEATORS

45

SP

EE

D

LIM

IT

STA. 714+00.000

R2-1 (24X30)

ORAN

GE PLA

TEFL

UORESC

ENT

(24X12)

(SINGLE FACED)BARRICADE (24' W

IDE)MOUNT ON TYPE III

W1-6L (48X24)

(36" OCTAGON)R1-1 (ON BACK)(SINGLE FACED)


MOUNT ON TYPE III

R11-2 (48X30)

(36" OCTAGON)

R1-1 (ON BACK)

STOP

RO

AD

CLOSE

D(SIN

GLE FA

CED)

BARRICAD

E (24' WIDE)

MOU

NT O

N TYPE III

R11-2 (48X30)

(36" O

CTAG

ON)

R1-1 (O

N BA

CK)

(TAPE) (TYPE I)

4" CONT. DBL. YELLOW

(TAPE) (TYPE I)

4" CONT. WHITE

TAPE (TYPE 1) R

T. EDG

EEN

D 4" C

ONT. W

HITE

STA. 717+00.000 (+\-)

(STA. 718+11.000 (+

/-)RT. OF CENTERLINE

(TAPE) (TYPE I)BEGIN 4"

DETAIL YELLOWEND 4" C

ONT.YELLOW

2

(TAPE) (TYPE I)

END 4" DETAIL YEL

LOW2

2

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TC-7


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

WILKINSON COUNTY


9/8/2014

9:01

TC7 -

BR.dgn

AM

08/11/14

BJ

R

RE

VIS

ED

TR

AFFIC

CO

NT

RO

L

09/08/14

RE

VIS

ED

PA

VE

ME

NT

MA

RKIN

G

BJ

R

NHPP-0009-01(129)

U.S. HWY. 61

PHASE I (IN PLACE)

TRAFFIC CONTROL

TC7 - BR.DGN

64

FMS CON: 106653/301000

700

705

710

715

720

725

730

700705

710

715

720

725

730

beroberts

MDOT-ADDENDUM

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

TC8 - BR.DGN

STA. 733+80.000

DRUMS @ 45' O.C.FREE STAN

DING PLASTIC

(SHOULDER TAPER R

EQ'D.)FREE STANDING PLAS

TIC DRUMS

MILE

1 2

W20-5L

48x48

LEFT L

ANE

CLOS

ED

TYPE "B" W

ARNING LIGHT

STA. 758+

40.000

(TAP

E) (T

YPE I)

END 8" DET

AIL

YELL

OWST

A. 732+00.000

PHASE II

1




PAY ITEMS.





NOTES:

STA. 739+00.000

(DBL. F

ACED)

BARRICAD

E (6' WIDE)

MOU

NT O

N TYPE III

W4-2L (48X48)

TYPE "B" W

ARNING LIGHT

G20-2

48x24ROAD

WORK

END

STA. 739+00.000

(DBL. FACED)BARRICADE (6' W

IDE)MOUNT ON TYPE III

55

SP

EE

DLIM

IT

STA. 753+40.000

R2-1 (24"

X30")

ORAN

GE PLA

TE

FLUO

RESC

ENT

(24"

X12")

65

SP

EE

DLIM

ITR2-124x30STA. 753+

40.000

2

STA. 732+

00.000

FLAS

HING A

RROW PA

NEL RE

Q'D.

TYPE "B" W

ARNING LIGHT

STA. 744+00.000

48x48

W20-5L

LEFT L

ANE

CLOS

ED1000 FT

55

SP

EE

D

LIM

IT

STA. 742+00.000

R2-1 (24X30)

ORAN

GE PLA

TEFL

UORESC

ENT

(24X12)

36x48

R16-3

WH

EN

WO

RK

ERS

AR

E P

RESE

NT

SPEEDIN

GFIN

ES

DO

UBLED

STA. 747+00.000

2

2 2 2

2

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER



TC-8


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

WILKINSON COUNTY


9/8/2014

9:01

TC8 -

BR.dgn

AM

08/11/14

BJ

R

RE

VIS

ED

TR

AFFIC

CO

NT

RO

L

09/08/14

RE

VIS

ED

SIG

NS

BJ

R

NHPP-0009-01(129)

U.S. HWY. 61

PHASE I (IN PLACE)

TRAFFIC CONTROL

TC8 - BR.DGN

65

FMS CON: 106653/301000

730

735

740

745

750

755

760

730

735

740

745750

755

760

beroberts

MDOT-ADDENDUM

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