proposal form - north dakota department of … 11/addendum 1...proposal form north dakota department...

SpecNo.

AmountDescription Unit

Approx.Quantity

Unit Price

$$$$$ 000 $$$$$ 00

PROPOSAL FORMNorth Dakota Department of Transportation

011Page 5 of 12

1/24/2018

JobFebruary 09, 2018BID OPENING:

CodeNo.

Bidder must type or neatly print unit prices in numerals, make extensions for each item, and total. Do not carry unit prices further than three (3) decimal places.

ItemNo.

Project: NH-3-003(027)177 (PCN-21500)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

REMOVAL OF BITUMINOUS SURFACING 1,500.002 202 0132 SY

REMOVAL OF END SECTION-ALL TYPES & SIZES 135.003 202 0169 EA

REMOVE EXISTING FENCE 601.004 202 0312 LF

REMOVAL OF RIPRAP - LOOSE ROCK 278.005 202 0400 CY

COMMON EXCAVATION-TYPE B 2,850.006 203 0102 CY

TOPSOIL 216,187.007 203 0109 CY

TOPSOIL-DEPT OPTION BORROW AREA 35,980.008 203 0122 CY

BORROW-EXCAVATION 264,603.009 203 0140 CY

WATER 4,420.010 216 0100 M GAL

SEEDING CLASS II 268.011 251 0200 ACRE

TEMPORARY COVER CROP 250.012 251 2000 ACRE

STRAW MULCH 500.013 253 0101 ACRE

ECB TYPE 2 6,614.014 255 0102 SY

CONCRETE EROSION CONTROL BLANKET 3,333.015 255 0300 SY

SILT FENCE UNSUPPORTED 47,520.016 260 0100 LF

SpecNo.


Approx.Quantity

Unit Price

$$$$$ 000 $$$$$ 00


011Page 6 of 12

1/24/2018


CodeNo.


ItemNo.

Project: NH-3-003(027)177 (PCN-21500)

Rev: BID ITEMS

REMOVE SILT FENCE UNSUPPORTED 47,520.017 260 0101 LF

SILT FENCE SUPPORTED 8,480.018 260 0200 LF

REMOVE SILT FENCE SUPPORTED 8,480.019 260 0201 LF

FIBER ROLLS 12IN 113,925.020 261 0112 LF

REMOVE FIBER ROLLS 12IN 25,025.021 261 0113 LF

FLOTATION SILT CURTAIN 3,530.022 262 0100 LF

REMOVE FLOTATION SILT CURTAIN 3,530.023 262 0101 LF

STABILIZED CONSTRUCTION ACCESS 4.024 265 0100 EA

REMOVE STABILIZED CONSTRUCTION ACCESS 4.025 265 0101 EA

AGGREGATE BASE COURSE CL 5 48,990.026 302 0120 TON

AGGREGATE SURFACE COURSE CL 13 5,030.027 302 0356 TON

TACK COAT 42,827.028 401 0050 GAL

PRIME COAT 888.029 401 0060 GAL

FOG SEAL 19,658.030 401 0070 GAL

MILLING PAVEMENT SURFACE 631.031 411 0105 SY

SUPERPAVE FAA 42 72,183.032 430 0042 TON

SpecNo.


Approx.Quantity

Unit Price

$$$$$ 000 $$$$$ 00


011Page 7 of 12

1/24/2018


CodeNo.


ItemNo.

Project: NH-3-003(027)177 (PCN-21500)

Rev: BID ITEMS

CORED SAMPLE 536.033 430 1000 EA

PG 58S-28 ASPHALT CEMENT 4,259.034 430 5803 TON

MOBILIZATION 1.035 702 0100 L SUM

FLAGGING 5,000.036 704 0100 MHR

TRAFFIC CONTROL SIGNS 3,941.037 704 1000 UNIT

PORTABLE RUMBLE STRIPS 4.038 704 1048 EA

DELINEATOR DRUMS 12.039 704 1060 EA

TUBULAR MARKERS 244.040 704 1067 EA

STACKABLE VERTICAL PANELS 20.041 704 1080 EA

PILOT CAR 2,000.042 704 1185 HR

FIELD OFFICE 1.043 706 0400 EA

AGGREGATE LABORATORY 1.044 706 0500 EA

BITUMINOUS LABORATORY 1.045 706 0550 EA

CONTRACTOR'S LABORATORY 1.046 706 0600 EA

PIPE CONC REINF 24IN CL III 600.047 714 0615 LF


SpecNo.


Approx.Quantity

Unit Price

$$$$$ 000 $$$$$ 00


011Page 8 of 12

1/24/2018


CodeNo.


ItemNo.

Project: NH-3-003(027)177 (PCN-21500)

Rev: BID ITEMS




PIPE CONC REINF ARCH 58IN X 36IN CL III 44.052 714 2161 LF

CURED-IN-PLACE PIPE-24IN 153.053 714 2524 LF




END SECT-CONC REINF 36IN 1.057 714 3035 EA

PIPE CONDUIT 18IN-APPROACH 64.058 714 4099 LF

PIPE CORR STEEL .064IN 18IN 1,222.059 714 5015 LF

PIPE CORR STEEL .064IN 24IN 128.060 714 5035 LF

PIPE CORR STEEL .064IN 30IN 36.061 714 5040 LF

END SECT CORR STEEL .064IN 18IN 119.062 714 5810 EA



SpecNo.


Approx.Quantity

Unit Price

$$$$$ 000 $$$$$ 00


011Page 9 of 12

1/24/2018


CodeNo.


ItemNo.

Project: NH-3-003(027)177 (PCN-21500)

Rev: BID ITEMS

CATTLE PASS CONC INTERMED SECTION 52.065 714 9200 LF

REMOVE & RELAY CONC CATTLE PASS END SECTION 4.066 714 9611 EA

REMOVE & RELAY END SECTION-ALL TYPE & SIZES 137.067 714 9660 EA

RIGHT OF WAY MARKERS 238.068 720 0110 EA

ALIGNMENT MONUMENTS 53.069 720 0125 EA

IRON PIN R/W MONUMENTS 143.070 720 0130 EA

IRON PIN REFERENCE MONUMENTS 95.071 720 0135 EA

FENCE BARBED WIRE 4 STRAND 632.072 752 0200 LF

TEMPORARY FENCE 150.073 752 0905 LF

VEHICLE GATE 1.074 752 2100 EA

CORNER ASSEMBLY BARBED WIRE 12.075 752 3140 EA

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 233.076 754 0110 SF

FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 37.077 754 0112 SF

DELINEATORS-TYPE A 13.078 754 0150 EA

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 1,457.079 754 0206 LF

REFERENCE MARKER-TYPE C 22.080 754 0563 EA

SpecNo.


Approx.Quantity

Unit Price

$$$$$ 000 $$$$$ 00


011Page 10 of 12

1/24/2018


CodeNo.


ItemNo.

Project: NH-3-003(027)177 (PCN-21500)

Rev: BID ITEMS

RESET SIGN PANEL 48.081 754 0592 EA

OBJECT MARKERS - CULVERTS 154.082 754 0805 EA

RUMBLE STRIPS - ASPHALT SHOULDER 47.083 760 0005 MILE

RUMBLE STRIPS - ASPHALT CENTERLINE 50023.084 760 0007 MILE

PVMT MK PAINTED-MESSAGE 52.085 762 0103 SF

SHORT TERM 4IN LINE-TYPE NR 245,814.086 762 0430 LF

PVMT MK PAINTED 4IN LINE 335,738.087 762 1104 LF

PVMT MK PAINTED 24IN LINE 42.088 762 1124 LF

MAILBOX-ALL TYPES 14.089 766 0100 EA

POLYURETHANE FOAM - 90 LBS 390.090 930 3639 GAL

PIPE CLEANOUT 5.091 990 0400 EA

TOTAL SUM BID

3

3

19

19

3 3

3

2

2

OFFICE OF PROJECT DEVELOPMENT

Sta 9

403+66.9

4

RP 1

78

Sta 9

456+21.6

0

RP 1

79

Sta 9

509+28.5

3

RP 1

80

Sta 9

561+90.0

5

RP 1

81

Sta 9

614+74.8

0

RP 1

82

Sta 9

667+14.6

7

RP 1

83

Sta 9

719+82.5

3

RP 1

84

Sta 9

772+73.0

9

RP 1

85

Sta 9

824+81.2

8

RP 1

86

Sta 9

881+85.7

9

RP 1

87

Sta 9

931+55.8

5

RP 1

88

Sta 9

982+49.4

7

RP 1

89

Sta 1

0035+73.2

9

RP 1

90

Sta 1

0559+50.3

6

RP 2

00

Sta 1

0508+56.2

2

RP 1

99

Sta 1

0455+58.8

0

RP 1

98

Sta 1

0403+25.7

9

RP 1

97

Sta 1

0350+51.0

7

RP 1

96

Sta 1

0296+91.3

4

RP 1

95

Sta 1

0244+72.5

9

RP 1

94

Sta 1

0194+95.1

3

RP 1

93

Sta 1

0141+41.7

4

RP 1

92

Sta 1

0088+47.4

8

RP 1

91

Sta 1

0614+09.8

8

RP 2

01

RP 201.16

Sta 10623+50

End Project

RP 177.25

Sta 9358+25

Begin Project

23.91 23.91NH-3-003(027)177

T-1

53-N

T-1

54-N

T-1

54-N

T-1

55-N

T-1

55-N

T-1

56-N

T-1

56-N

T-1

57-N

R-72-W

R-73-W

R-72-W

R-73-W

T-1

52-N

T-1

53-N

Axtman Segment 3

Borrow Option

Wolfe Segment 1

Borrow Option

Heintz Segment 2

Borrow Option

Johnson Segment 4

Borrow Option

Jeffrey R. Rensch /s/

Jaycee Allery /s/

DESIGNERS

ND DEPARTMENT OF TRANSPORTATION

__________________________________________

APPROVED DATE _________________________

GRAND

FORKS

GO

LD

EN

VA

LLE

Y

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SHERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

STATE COUNTY MAP

1/24/18

Roger Weigel /s/

11

4288

Pierce County

NH-3-003(027)177

NH-3-003(027)177 21500

Jct ND 19 north to South limits of Rugby

Sliver Grading, HMA Overlay, Pipe Extensions,

DESIGN DATA

Traffic Average Daily

Current 2016

Forecast 2036

Pass: 615

Pass: 750

Trucks: 160

Trucks: 220

Total: 775

Total: 970

Design Speed: 65 mph

Bridges: NA

Pavement Design Life 20 (years)

Minimum Sight Dist. for Stopping: 645 ft

Clear Zone Distance: Use Existing

Sight Dist. for No Passing Zone: 1100 ft

Design Accumulated One-way Flexible ESALs:

NDDOT DESIGN DIVISION

Subcuts, Erosion Repairs & Concrete Foreslope Protection

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

1/24/2018 jrensch R:\project\30003177.027\design\Sheets\Addendum1\001TS_Title_Addendum1_1-24-18.dgn12:40:29 PM

of Transportation

North Dakota Department

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

JOB # 11

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

effective on the date the project is advertised.

Department of Transportation and the Supplemental Specifications

2014 Standard Specifications adopted by the North Dakota

GOVERNING SPECIFICATIONS:

Revised 1/24/18

1/24/18

1/24/18

James Douglas Rath /s/

James Douglas Rath

STATE PROJECT NO.SECTION

NO.SHEET

NO.

1/24/2018 10:51:15 AM jrensch

ND 2

NH-3-003(027)177

Revised 1/24/2018

TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet12 Table of Contents1 - 24 Scope of Work16 Notes1 - 46 Environmental Notes58 Quantities1 - 310 Basis of Estimate111 Data Tables1 - 920 General Details1 - 1430 Typical Sections151 Allowable Pipe List1 - 1260 Plan & Profile1 - 6475 Wetland Impacts1 - 3776 Temporary Erosion Control1 - 3177 Permanent Erosion Control1 - 3180 Layouts1 - 3481 Survey Coordinate and Curve Data1 - 3100 Work Zone Traffic Control1 - 5110 Signing1 - 10180 Pit Plats and Borrow Areas1 - 8200 Cross Sections1 - 430

Number Description

SPECIAL PROVISIONS

SP 003(14) Temporary Erosion and Sediment Best Management PracticesSP 5188(14) Permits and Environmental ConsiderationsSP 577(14) Cured-In-Place Pipe (CIPP)SP 578(14) Concrete Erosion Control Blanket

Revised 1/24/18 NOTES

1/24/2018 11:32:59 AM R:\project\30003177.027\design\Sheets\Addendum1\006NT_001_notes.docm

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND NH-3-003(027)177 6 2

This document was originally issued and sealed by

Jeffrey R. Rensch,, Registration Number

PE-8211, on 1/24/18 and the original document

is stored at the North Dakota Department of Transportation.

261-P01 FIBER ROLLS: Use fiber rolls that are composed of netting that meets either of the following:

- Plastic or natural fiber photodegradable netting that has a life expectancy between

12 to 24 months. If the photodegradable netting is plastic, the netting color must be either clear or green. Use no black plastic netting.

- 100 percent biodegradable jute netting that has a life expectancy between 6 to 12 months.

401-P01 FOG COAT: Fog seal after final rolling with a minimum mat temperature of

125 degrees F. 401-P02 SURFACE TREATMENT: Prime or pave each subgrade repair location within 48

hours of completing the repair.

If the contractor elects to prime these areas, apply a double application of prime and blotter to each subgrade repair location. Include the cost for blotter in the price bid for “Prime”.

411-P01 TEMPORARY ASPHALT WEDGES: Construct and maintain temporary asphalt

wedges at milled locations. Place wedges at these milled areas prior to traffic being allowed on the milled roadway section. Include all costs associated with installing, removing, and maintaining wedges in the price bid for “Milling Pavement Surface.”

430-P01 COMPACTION: Compaction of all asphalt pavement placed in subgrade repair areas

will meet the requirements of 430.04 I.2 “Calculated Density”, with a sublot being defined as each lift at each subgrade repair area. The applicable lifts of mainline paving over these areas will be incorporated in with the mainline paving compaction testing.

430-P02 CONTRACTOR CORING: Apply a tack coat on all sides of the asphalt pavement

core holes before patching the core locations. Include all costs for tacking cores holes in the bid price for “SUPERPAVE FAA 42”.

704-P01 TRAFFIC CONTROL: Provide traffic control consisting of a temporary road closure,

flagging, pilot car and shoulder closures. The traffic control device list has been developed using the layouts shown in the plans and the following layouts shown on the Standard Drawings.

1. D-704-15 Layout Type A: For the subgrade repairs, sliver grading, placement of

aggregate base and paving. Two temporary road closures, two pilot car signs, four arrays of portable rumble strips and four flaggers have been provided.

2. D-704-20 Layout Type G as the basis of the Terminal Signing and Intersecting Routes.

3. D-704-22, Type K and L: For construction trucks hauling material.

4. D-704-24, Type R: For the construction of the pipe extensions. Two shoulder closures have been provided. A quantity of 42 tubular markers have been provided for each 1/2 mile work area. Use W20-1-48 in place of G20-1a-60.

5. D-704-26 Layout Type EE: For project termini (2 locations).

6. D-704-26 Layout Type GG: For uneven lanes when paving (each bound).

7. D-704-26 Layout Type JJ: For 4 subcut locations (each bound). 8. D-704-56: For installation of rumble strips. Traffic control quantities for uneven pavement have been developed based on a 6 mile limitation for the paving operations. The required traffic control signs and devices are included in the "Traffic Control Devices List" and will be measured and paid at the contract unit price for each device.

704-P02 TRAFFIC CONTROL: Maintain a minimum of one lane of traffic open to public travel during subgrade repair operations. At the end of the working day, open the roadway to two-way traffic with a minimum 24’ wide driving surface and 4:1 compacted and traversable foreslopes or flatter. No drop-off greater than 2 inches will be permitted. If two-way traffic cannot be obtained, maintain a minimum 15’ wide driving surface with flagging and pilot car until two-way traffic operation conditions can be met. No additional payment to be made for flagging operations outside of working hours.

704-P03 PORTABLE RUMBLE STRIPS: Provide rumble strips made of rubber or engineered

polymers. Rumble strips may be composed of interlocking segments, have a hinge at the midpoint, or consist of a single piece. Meet the following criteria for the rumble strips:

Use a minimum of 3 strips in each array. Have no adhesives or fasteners required for placement. Manufacturer speed rating shall meet or exceed the posted speed. Weight of strip must be a minimum of 100 lbs.

Move rumble strips with the flagging operation. Do not place rumble strips on horizontal curves. The Engineer will count and measure each array as one. Include the cost of obtaining, installing, maintaining, and relocating the portable rumble strips in the unit price bid for “Portable Rumble Strips”.

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8

NH-3-003(027)177 1

REVISED 01/24/2018

SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----

103 0100 CONTRACT BOND L SUM 1 1

202 0132 REMOVAL OF BITUMINOUS SURFACING SY 1,500 1,500

202 0169 REMOVAL OF END SECTION-ALL TYPES & SIZES EA 135 135

202 0312 REMOVE EXISTING FENCE LF 601 601

202 0400 REMOVAL OF RIPRAP - LOOSE ROCK CY 278 278

203 0102 COMMON EXCAVATION-TYPE B CY 2,850 2,850

203 0109 TOPSOIL CY 216,187 216,187

203 0122 TOPSOIL-DEPT OPTION BORROW AREA CY 35,980 35,980

203 0140 BORROW-EXCAVATION CY 264,603 264,603

216 0100 WATER M GAL 4,420 4,420

251 0200 SEEDING CLASS II ACRE 268 268

251 2000 TEMPORARY COVER CROP ACRE 250 250

253 0101 STRAW MULCH ACRE 500 500

255 0102 ECB TYPE 2 SY 6,614 6,614

255 0300 CONCRETE EROSION CONTROL BLANKET SY 3,333 3,333

260 0100 SILT FENCE UNSUPPORTED LF 47,520 47,520

260 0101 REMOVE SILT FENCE UNSUPPORTED LF 47,520 47,520

260 0200 SILT FENCE SUPPORTED LF 8,480 8,480

260 0201 REMOVE SILT FENCE SUPPORTED LF 8,480 8,480

261 0112 FIBER ROLLS 12IN LF 113,925 113,925

261 0113 REMOVE FIBER ROLLS 12IN LF 25,025 25,025

262 0100 FLOTATION SILT CURTAIN LF 3,530 3,530

262 0101 REMOVE FLOTATION SILT CURTAIN LF 3,530 3,530

265 0100 STABILIZED CONSTRUCTION ACCESS EA 4 4

265 0101 REMOVE STABILIZED CONSTRUCTION ACCESS EA 4 4

302 0120 AGGREGATE BASE COURSE CL 5 TON 48,990 48,990

302 0356 AGGREGATE SURFACE COURSE CL 13 TON 5,030 5,030

401 0050 TACK COAT GAL 42,827 42,827

401 0060 PRIME COAT GAL 888 888

401 0070 FOG SEAL GAL 19,658 19,658

411 0105 MILLING PAVEMENT SURFACE SY 631 631

430 0042 SUPERPAVE FAA 42 TON 72,183 72,183

430 1000 CORED SAMPLE EA 536 536

ESTIMATE NUMBER: 18036 RUN DATE: 01/24/2018 TIME: 11:03:38


NO.SHEETNO.

ND 8

NH-3-003(027)177 2

REVISED 01/24/2018


430 5803 PG 58S-28 ASPHALT CEMENT TON 4,259 4,259

702 0100 MOBILIZATION L SUM 1 1

704 0100 FLAGGING MHR 5,000 5,000

704 1000 TRAFFIC CONTROL SIGNS UNIT 3,941 3,941

704 1048 PORTABLE RUMBLE STRIPS EA 4 4

704 1060 DELINEATOR DRUMS EA 12 12

704 1067 TUBULAR MARKERS EA 244 244

704 1080 STACKABLE VERTICAL PANELS EA 20 20

704 1185 PILOT CAR HR 2,000 2,000

706 0400 FIELD OFFICE EA 1 1

706 0500 AGGREGATE LABORATORY EA 1 1

706 0550 BITUMINOUS LABORATORY EA 1 1

706 0600 CONTRACTOR'S LABORATORY EA 1 1

714 0615 PIPE CONC REINF 24IN CL III LF 600 600





714 2161 PIPE CONC REINF ARCH 58IN X 36IN CL III LF 44 44

714 2524 CURED-IN-PLACE PIPE-24IN LF 153 153




714 3035 END SECT-CONC REINF 36IN EA 1 1

714 4099 PIPE CONDUIT 18IN-APPROACH LF 64 64

714 5015 PIPE CORR STEEL .064IN 18IN LF 1,222 1,222

714 5035 PIPE CORR STEEL .064IN 24IN LF 128 128

714 5040 PIPE CORR STEEL .064IN 30IN LF 36 36

714 5810 END SECT CORR STEEL .064IN 18IN EA 119 119



714 9200 CATTLE PASS CONC INTERMED SECTION LF 52 52

714 9611 REMOVE & RELAY CONC CATTLE PASS END SECTION EA 4 4



NO.SHEETNO.

ND 8

NH-3-003(027)177 3

REVISED 01/24/2018


714 9660 REMOVE & RELAY END SECTION-ALL TYPE & SIZES EA 137 137

720 0110 RIGHT OF WAY MARKERS EA 238 238

720 0125 ALIGNMENT MONUMENTS EA 53 53

720 0130 IRON PIN R/W MONUMENTS EA 143 143

720 0135 IRON PIN REFERENCE MONUMENTS EA 95 95

752 0200 FENCE BARBED WIRE 4 STRAND LF 632 632

752 0905 TEMPORARY FENCE LF 150 150

752 2100 VEHICLE GATE EA 1 1

752 3140 CORNER ASSEMBLY BARBED WIRE EA 12 12

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 233 233

754 0112 FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING SF 37 37

754 0150 DELINEATORS-TYPE A EA 13 13

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 1,457 1,457

754 0563 REFERENCE MARKER-TYPE C EA 22 22

754 0592 RESET SIGN PANEL EA 48 48

754 0805 OBJECT MARKERS - CULVERTS EA 154 154

760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 47 47

760 0007 RUMBLE STRIPS - ASPHALT CENTERLINE MILE 23.5 23.5

762 0103 PVMT MK PAINTED-MESSAGE SF 52 52

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 245,814 245,814

762 1104 PVMT MK PAINTED 4IN LINE LF 335,738 335,738

762 1124 PVMT MK PAINTED 24IN LINE LF 42 42

766 0100 MAILBOX-ALL TYPES EA 14 14

930 3639 POLYURETHANE FOAM - 90 LBS GAL 390 390

990 0400 PIPE CLEANOUT EA 5 5


SECTION SHEETNO. NO.

100 1

Consign 1 48"x48" RUMBLE STRIPS AHEAD 4 35 140 48"x48" FRESH OILD3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" ROAD MACHINERY AHEAD or __ FTG20-1-60 60"x24" ROAD WORK NEXT __ MILES 2 34 68 48"x48" SHOULDER WORK 70

G20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" RIGHT or LEFT SHOULDER CLOSEDG20-2-48 48"x24" END ROAD WORK 2 19 38 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.G20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 2 18 36 48"x48" SURVEY CREW AHEADG20-10-108 108"x48" CONTRACTOR SIGN 2 64 128 48"x48" BRIDGE PAINTING AHEAD or __ FT.G20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 31 37 1147 48"x48" MATERIAL ON ROADWAYG20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 4 30 120 48"x48" PAVEMENT BREAKS 168

G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 2 59 118 48"x48" FRESH OIL LOOSE ROCKM1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10 18"x18" ORANGE BLANK SIGN 72

M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10M3-1-24 24"x12" NORTH (Mounted on route marker post) 7M3-2-24 24"x12" EAST (Mounted on route marker post) 7M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7M3-4-24 24"x12" WEST (Mounted on route marker post) 7M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15M4-10-48 48"x18" DETOUR ARROW RIGHT or LEFT 23M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7R1-1-48 48"x48" STOP 4 32 128

R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 4 5 20

R1-2-60 60"x60" YIELD 29R2-1-36 36"x48" SPEED LIMIT __ 12 23 276 SPECIAL SIGNS

R2-1-48 48"x60" SPEED LIMIT __ 39R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 10R3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35R4-1-48 48"x60" DO NOT PASS 2 39 78

R4-7-48 48"x60" KEEP RIGHT SYMBOL 39R5-1-48 48"x48" DO NOT ENTER 35R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13R7-1-12 12"x18" NO PARKING 11R10-6-24 24"x36" STOP HERE ON RED 16R11-2-48 48"x30" ROAD CLOSED 28R11-2a-48 48"x30" STREET CLOSED 28R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35W1-6-48 48"x24" LARGE ARROW 26 TRAFFIC CONTROL SIGNS TOTAL UNITS

W3-1-48 48"x48" STOP AHEAD SYMBOL 35W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35W3-4-48 48"x48" BE PREPARED TO STOP 4 35 140

W3-5-48 48"x48" SPEED REDUCTION AHEAD 6 35 210

W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35W5-1-48 48"x48" ROAD NARROWS 35W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35W8-1-48 48"x48" BUMP 4 35 140

W8-3-48 48"x48" PAVEMENT ENDS 35W8-7-48 48"x48" LOOSE GRAVEL 35W8-9a-48 48"x48" SHOULDER DROP-OFF 35W8-11-48 48"x48" UNEVEN LANES 2 35 70

W8-12-48 48"x48" NO CENTER STRIPE 35W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 2 35 70

W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 2 35 70

W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35W12-2-48 48"x48" LOW CLEARANCE SYMBOL 35W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11W13-4-48 48"x60" RAMP ARROW 39W14-3-48 48"x36" NO PASSING ZONE 23W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 10 35 350

W20-2-48 48"x48" DETOUR AHEAD or __ FT 35W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 35W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 35W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 35W20-7a-48 48"x48" FLAGGING SYMBOL 4 35 140

W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10W20-8-48 48"x48" STREET CLOSED 35W20-51-48 48"x48" EQUIPMENT WORKING 35W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 12 12 144

W21-1a-48 48"x48" WORKERS SYMBOL 35

UNITS

SUB

TOTAL

12

This document wasoriginally issuedand sealed by

Jeffrey R. Rensch,Registration Number

PE-8211,on 1/24/18 and theoriginal document

is stored at the North Dakota Department of Transportation.

20

2000

4

12

Traffic Control Devices List

28

35

6

NOTE:If additional signs are required, units will be calculated using the formula from Section III-19.06 of the Design Manual.http://www.dot.nd.gov/

3941

STATE

ND

PROJECT NO.

11

35

NH-3-003(027)177

UNITS

PER

AMOUNT

3535

35

AMOUNT

REQUIRED

2

SIGN

SIZE

W21-2-48

DESCRIPTION

35

353535

6

UNITS

PER

AMOUNT

UNITS

SUB

TOTAL

SIGN

NUMBER

W21-51-48W21-52-48

SIGN

NUMBER

SIGN

SIZEDESCRIPTION

AMOUNT

REQUIRED

W21-5-48

W21-5a-48W21-5b-48W21-6a-48

W22-8-48

W21-3-48

W21-50-48

EACH244

EACHEACH

EACH

EACH

EACHEACHEACH

QUANTITY

5000

772-2110 FLASHING BEACON - POST MOUNTED762-0430 SHORT TERM 4IN LINE - TYPE NR

704-1060

704-1065704-1067

704-1070

704-1085

FLEXIBLE DELINEATORS

EACHEACHEACH

EACH

EACH

EACH

EACH

EACH

704-1044704-1043

ATTENUATION DEVICE-TYPE B-55

DELINEATOR

PRECAST CONCRETE MED BARRIER - STATE FURNISHEDRAISED PAVEMENT MARKERS

EACHEACHHR

SFLF

EACH

LFEACH

EACH

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC &

CODEUNIT

762-0420

PORTABLE RUMBLE STRIPS

TYPE I BARRICADES

SHORT TERM 4IN LINE - TYPE R

SEQUENCING ARROW PANEL - TYPE BSEQUENCING ARROW PANEL - TYPE CSEQUENCING ARROW PANEL - TYPE C - CROSSOVERTYPE B FLASHERSPILOT CAR

OBLITERATION OF PVMT MKPORTABLE PRECAST CONCRETE MED BARRIER

704-1086704-1087704-1088704-1095

TRAFFIC CONESTUBULAR MARKERS

704-3501

704-1052 TYPE III BARRICADES

STACKABLE VERTICAL PANELS

VERTICAL PANELS - BACK TO BACKSEQUENCING ARROW PANEL - TYPE A

704-1041

DELINEATOR DRUMS

LF

704-3510762-0200

ATTENUATION DEVICE-TYPE B-65ATTENUATION DEVICE-TYPE B-70

EACH

704-1185

704-1500

704-1072704-1080

704-1081

704-1048

704-1050704-1051 TYPE II BARRICADES

Revised 1/24/2018

1/24/2018 11:35 AM R:\project\30003177.027\design\Sheets\Addendum1\100WZ_001_TCDL.xlsm VERSION: 4.4.2008

NEXT MILES00

BE

PREPARED

TO STOP

SPEED

XXLIMIT

AHEAD

ROAD

WORK

AHEAD

RUMBLE

STRIPS

SPEEDLIMIT

XX

AHEAD

ROAD

WORK

NEXT MILES00

BE

PREPARED

TO STOP

AHEAD

RUMBLE

STRIPS

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

S = Numerical value of speed limit or 85th percentile.

Drawing not to scale.

A

2S Ft

1/2 C

1/2 C

1/2 B

1/2 B

1/2 C

1/2 C

Flagger

Portable

W20-1-48

A

2S Ft

1/2 C

1/2 C

1/2 B

1/2 B

1/2 C

1/2 C

Portable

W20-7-48

Portable

W3-4-48

Portable

R2-1-36

AT TEMPORARY ROAD CLOSURE


Flagger

Portable

W3-4-48

Portable

W20-1-48

Portable

W20-7-48Portable

R2-1-36

(see note #3)

W20-52-54

(see note #3)

W20-52-54

Portable

W3-5-48

Portable

W3-5-48

Portable

R2-1-36

Portable

R2-1-36

B2

12S Ft + A +

B2

12S Ft + A +

Portable

Consign1

Portable

Consign1

10' minimum width

3/4"

Min. to 1"

Max. heig

ht

10"

Min.

15' C to C

3' Max.

Skewing

Lateral

Reposition if movement is >3' from original position.

Reposition if movement is >2' from original position.

2' Max.

2' Max.

10' Min.

20' Max.

Reposition if distance between strips is <10' or >20'.

Perpendicular to Travel with or against traffic

15' C to C

Sign

Work area

Flagger

PORTABLE RUMBLE STRIPS ARRAY DETAIL

TYPES OF MOVEMENT AND MAXIMUM ALLOWANCES

PORTABLE RUMBLE STRIPS ARRAY

KEY

(see note #4)

Strips

Rumble

Portable

construction speed zone of 25 mph or less.

Rumble strips are not used on a non paved surface or in a pre-4.

Use sign W20-52-54 when work area is 1 mile or longer.3.

in the field, dependent on location and conditions.

Re-establish the speed limit. Determine the exact speed limit2.

in the field based on location and conditions.

Number of devices were calculated using 40 mph. Speed determined1.

Notes:

(see note #4)

Strips

Rumble

Portable

ADVANCE WARNING SIGN SPACING

Min. (ft)

Distance Between Signs

Road Type

A C

150 150 150

280 280 280

360 360 360

720 720 720

Urban - Low Speed (30 mph or less)

Urban - High Speed (over 40 mph to 50 mph)

Rural - High Speed (over 50 mph to 65 mph)

Urban - Low Speed (over 30 to 40 mph)

B

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/24/2018 jrensch R:\project\30003177.027\design\Sheets\Addendum1\100WZ_004_Port_Rumb_Strips_Two_Lane.dgn10:43:14 AM

of Transportation



on and the original

PE- ,

Registration Number



8211

100

NH-3-003(027)177 4


Jeffrey R. Rensch,

1/24/18

Sheet Added 1/24/18

17.4" 30" 17.4"

4'-0" 19.1"

7"C

4"

7"C

4"

7"C

16.6"

Border at 1:40

SIGN NUMBER

WIDTH x HEIGHT

BORDER WIDTH

CORNER RADIUS

MOUNTING

BACKGROUND

LEGEND/BORDER

SYMBOL

COLOR:

TYPE:

COLOR:

TYPE:

X Y WID HT ANGLE

LETTER POSITION (X) SIZELENGTH SERIES

PANEL STYLE:

Various Locations

STATION(S):Consign 1

4'-0" x 4'-0"

1.25" (inset 0.75")

3"

Ground

XI Reflective

Fluorescent Orange

Non-reflective

Black

Dimensions are in inches.tenths Letter locations are panel edge to lower left corner

AREA: 16 Sq.Ft.

ND_Misc_Warning.ssi

R

17.4

U

22.5

M

28

B

34.1

L

39.2

E

43.8

30 C 20007

S

19.6

T

24.1

R

28.7

I

33.8

P

36.3

S

41.3

25.6 C 20007

A

20.1

H

25.6

E

31.1

A

35.3

D

40.7

24.5 C 20007

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

1/24/2018 R:\project\30003177.027\design\Sheets\Addendum1\100WZ_005_Port_Rumb_Strips_Ahead_Sign.dgn

of Transportation



on and the original

PE- ,

Registration Number



8211

100

CONSTRUCTION SIGN DETAIL

NH-3-003(027)177 5

Jeffrey R. Rensch,

1/24/18

Sheet Added 1/24/18

proposal form - north dakota department of … 11/addendum 1...proposal form north dakota department...

Documents