I (We) enclose a certified check, cashier's check or bid...
Transcript of 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
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 )
Section 905Proposal (Sheet 2 - 2)
NHPP-0009-01(129) / 106653301Wilkinson County
LineNo.
Item Code AdjCode
Quantity Units Description [Fixed Unit Price]
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
(Date Printed 09/18/14) (Addendum No. 2 )
Section 905Proposal (Sheet 2 - 3)
NHPP-0009-01(129) / 106653301Wilkinson County
LineNo.
Item Code AdjCode
Quantity Units Description [Fixed Unit Price]
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
(Date Printed 09/18/14) (Addendum No. 2 )
Section 905Proposal (Sheet 2 - 4)
NHPP-0009-01(129) / 106653301Wilkinson County
LineNo.
Item Code AdjCode
Quantity Units Description [Fixed Unit Price]
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
ALTERNATE GROUP AA NUMBER 2
0640 907-304-G002 (GY ) 1,549 Cubic Yard Size 610 Crushed Stone Base, AEA
ALTERNATE GROUP AA NUMBER 3
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
(Date Printed 09/18/14) (Addendum No. 2 )
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
TRAFFIC CONTROL - (PHASE I)
TRAFFIC CONTROL - (PHASE I)
TRAFFIC CONTROL - (PHASE I)
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
TRAFFIC CONTROL - (PHASE I)
TRAFFIC CONTROL - (PHASE I)
TRAFFIC CONTROL - (PHASE I)
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
N
PL
AN
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
9/5/2014
2:44
detindex.dgn
PM
08/11/14
BJ
R
RE
VIS
ED
DES
CRIP
TIO
N
08/28/14
RE
VIS
ED
SH
EE
T
TO
TA
L
BJ
R
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
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
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE
SQS-2
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
9/8/2014
2:04
SQ
S_
SH.dgn
PM
08/11/14
BJ
R
RE
VIS
ED
&
AD
DE
D
QU
AN
TITIES
08/28/14
09/08/14
AD
DE
D
PA
Y IT
EM
RE
VIS
ED
QU
AN
TITIT
ES
BJ
R
BJ
R
NHPP-0009-01(129)
SUMMARY OF QUANTITIES
SQS_SH.DGN
9
FMS CON: 106653/301000
2
2
3
3
3
3
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
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE
SQS-3
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
9/8/2014
2:04
SQ
S_
SH.dgn
PM
08/11/14
BJ
R
RE
VIS
ED
&
AD
DE
D
QU
AN
TITIES
09/08/14
RE
VIS
ED
QU
AN
TITIES
BJ
R
NHPP-0009-01(129)
SUMMARY OF QUANTITIES
10
FMS CON: 106653/301000
2
2
2
2
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
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE
SQ-4
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
9/5/2014
2:45
eq - plot.dgn
PM
08/11/14
BJ
R
RE
VIS
ED
QU
AN
TITIES
09/08/14
RE
VIS
ED
QU
AN
TITIES
BJ
R
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
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
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE
EQ-2
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
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
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM CHECKED DATE
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
9/8/2014
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
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE 8/15/14
TC-4
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
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
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM CHECKED DATE
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
9/8/2014
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)
TYPE "B" WARNING LIGHT
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
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:
STA. 644+50.000
(DBL. FACED)
BARRICADE (6' WIDE)
MOUNT ON TYPE III
W4-2R (48X48)
TYPE "B" WARNING LIGHT
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
TYPE "B" WARNING LIGHT
STA. 639+50.000
1000 FT
2
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE 8/15/14
TC-5
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
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.
*** INDICATES NEW CONSTRUCTION AREA ***
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE 8/15/14
TC-6
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
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)
TYPE "B" WARNING LIGHT
DRUMS @ 90' O.C.
FREE STANDING PLASTIC
DRUMS @ 20' O.C.
FREE STANDING PLASTIC
STA. 685+00.000
48X48
W6-3
STA. 696+00.00048X48
W6-3
STOP
ROAD
CLOSED
DRUMS @ 20' O.C.
FREE STANDING PLASTIC
YELL
OW TAPE (TYPE 1)
BEGIN 4" TEM
P. CON
T. DBL.
STA. 664+75.000
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:
@ 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)
BARRICADE (24' WIDE)
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.
FREE STANDING PLASTIC
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:
STOP
ROADCLOSED
STA. 710+00.000
48X48
W6-3
M.P.H.
20
STA. 714+00.000
W13-1 (24X24)
W1-3R (48X48)
TYPE "B" WARNING LIGHT
DRUMS @ 45' O.C.
FREE STANDING PLASTIC
*** 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
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:
@ 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)
BARRICADE (36' WIDE)
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
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE 8/15/14
TC-7
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
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
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
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:
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
SHEET NUMBERFILENAME:
DESIGN TEAM ROBERTS CHECKED DATE 8/15/14
TC-8
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
WILKINSON COUNTY
PROJECT NO.: NHPP-0009-01(129)
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