DESCRIPTION NET MILESGROSS MILES Sidewalk, Curb & Gutter 11/S… · 4/13/2018 · Milling, Aggregate Base, Hot Bituminous Surfacing, Sidewalk, Curb & Gutter old ngineering, P.C

DESIGN DATA

Traffic Average DailyMax.Hr.

Current

Forecast

Pass: Trucks:

Trucks:

Total:

Total:

Design Speed:

Minimum Sight Dist. for Stopping:

Minimum Sight Dist. for Safe Passing:

Clear Zone Distance:

Sight Dist. for No Passing Zone:

2017

-

- -

-

<750

<750

-

-

0.3260.326

25 MPH

NA

NA

GOVERNING SPECIFICATIONS:

PROJECT NUMBER \ DESCRIPTION NET MILES GROSS MILES

Federal Aid Project: SC-CNOC-4006(066)

SC-CNOC-4006(066) - Milling, Aggr. Base, HB

Surfacing, Sidewalk, Curb & Gutter

2014 Standard Specifications adopted by the North Dakota

Department of Transportation and the Supplemental Specifications

effective on the date the project is advertised.

DESIGNERS

I hereby certify that the attached plans were

prepared by me or under my direct supervision

and that I am a duly registered professional

engineer under the laws of the state of ND.

APPROVED DATE _______________________

_____________________________________

915 East 11th Street ~ PO Box 237 ~ Bottineau, ND 58318316 Eastdale Drive ~ PO Box 1277 ~ Bismarck, ND 58502

110 8th Avenue Southwest ~ Minot, ND 58701

Consulting Engineers & Land Surveyors

Bradley Robertson, PLS

WELLS

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BOTTINEAU

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STARK

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HETTINGER

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WILLIAMS

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Wold Engineering, P.C.

CMC Route 4006 Spur from St. John SouthCity Limits, North 1,720'

Milling, Aggregate Base, Hot Bituminous Surfacing,

Sidewalk, Curb & Gutter

old ngineering, P.C.

1

SC-CNOC-4006(066)

PROJECT NO.

ND

STATE

NO.

SECTION

1

NO.

SHEET

PCN

21924

Donald Indvik, PE, PLS - Retired

R 70 W

T 163 N

Kent Indvik, PE

Pass: -

SC-CNOC-4006(066)

-

KENT D. INDVIK /s/

This document was originally

issued and sealed by

KENT D. INDVIK /s/

PE-4353

on 02-01-18 and the original

document is stored at


Bottineau, North Dakota

02-01-18

End Project SC-CNOC-4006(066)

Paula Lorenz

Begin Project SC-CNOC-4006(066)

City Limits

City Limits

Sta. 19+47.25 = A Point 2,384 Ft.East & 1,317 South of the NW Cor.Sec. 15, Twp. 163 N., Rge. 70 W.

Sta. 0+80.55 = A Point 3,409 Ft. East& 2,878 Ft. South of the NW Cor.Sec. 15, Twp. 163 N., Rge. 70 W.

Eric Larson, EIT

Sta. 18+00 = A Point 2,472 Ft. East& 1,453 South of the NW Cor.Sec. 15, Twp. 163 N., Rge. 70 W.

Sta. 0+80.55 = Sta. 34+20 onProject SC-4006(56)

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND SC-CNOC-4006(066) 2 1

TABLE OF CONTENTS

Section No. Sheet No. Description

1 1 Title Sheet 2 1 Table of Contents 6 1-3 Notes 6 4 Environmental Notes 8 1 Quantities 10 1 Basis of Estimate 20 1-2 General Details 30 1 Typical Sections 40 1-5 Removals 60 1-5 Plan & Profile Sheets 100 1-2 Work Zone Traffic Control

LIST OF STANDARD DRAWINGS

Standard No. Description

D-101-1, 2, 3 NDDOT Abbreviations D-101-10 NDDOT Utility Company Abbreviations D-101-20, 21 Line Styles D-101-30, 31, 32 Symbols D-704-3 Lane Markers (Spotting Tab for Seal Projects Only) D-704-7, 8 Breakaway Systems for Construction Zone Signs D-704-9-11 Construction Sign Details D-704-12 Shoulder Closing Tapers D-704-13 Barricade Details and Channelizing Devices D-704-14 Construction Sign Punching and Mounting Details D-704-15 Road Closure Layouts D-704-20 Terminal and Seal Coat Sign Layouts D-704- 22 Construction Truck and Temporary Detour Layouts D-704-24 Shoulder Closures and Bridge Painting Layouts D-704-26 Miscellaneous Sign Layouts D-704-27 Traffic Control Plan For Moving Operations D-704-30 Windrow Marking D-706-01 Bituminous Laboratory D-708-6 Erosion and Siltation Controls D-748-1 Curb & Gutter and Valley Gutter D-750-1 Concrete Driveway- Urban D-750-2 Sidewalk D-750-3 Curb Ramp Detail D-754-23 Perforated Tube Assembly Details D-754-24-74 (As Applicable) Sign Punching, Stringer and Support Location Details Regulatory, Warning

and Guide Signs D-754-86 911 Support Information and Sign Details D-754-87 Sign Punching, Stringer and Support Location Details for Street Name Signs and 911

Signing D-762-04 Pavement Marking D-762-06 Short-Term Pavement Marking

NOTES


SHEET NO.

ND SC-CNOC-4006(066) 6 1

This document was

originally issued and sealed by Kent D. Indvik,

PE-4353 on 02-01-18 and the original is stored at

Wold Engineering, P.C., Bottineau, North Dakota

100-P01 SCHEDULE: The project has a completion date of October 20, 2018. 100-P02 UTILITIES: Notice will be given to the utility companies a minimum of 2 weeks prior to work

on the project. Utilities that the Engineer has been made aware of are shown on the plans. Other utilities may exist that are not shown. Power lines, telephone cables, rural water lines, and other utilities may be encountered on this project. The Contractor will be responsible to verify the locations and to notify all utility and pipeline companies to have the locations flagged and marked prior to beginning construction. Any charges by the utility companies for locates will be paid by the Contractor. The Contractor will be liable for any costs resulting from damage to utilities or pipelines.

Utility companies will move or adjust conflicting facilities in conjunction with or prior to the

highway construction. The Contractor will not be responsible for costs associated with the moving or adjustment of utilities on the project right of way.

One-call Service: 1-800-795-0555 Turtle Mountain Communications 617 Main Ave Rolla, ND 58367 (701)477-1101 Contact: -- Otter Tail Power Company 226 S Main Ave Rugby, ND 58368 (701)776-5223 105-P01 PAVEMENT PROTECTION: The Contractor will protect the existing pavement outside the

construction limits. The Contractor, at the Contractor’s expense, will repair any pavement damaged due to their operations before the project will be accepted. Repairs may include, but are not limited to: sawing, removals and additional hot bituminous pavement to damaged areas.

105-P02 TYPICAL SECTION: The dimensions shown for the bituminous pavement course are

approximate. Plan quantities will be placed throughout except where the Engineer authorizes a change.

107-P01 ENVIRONMENTAL PROTECTION: Any land use by the Contractor outside the Right of

Way limits, for any purpose, must be approved by the land owner and the Project Engineer.

203-P01 COMMON EXCAVATION - SUBCUTS: The material removed from the subcut areas will be

properly disposed of off the Right of Way.

203-P02 TOPSOIL: Topsoil removal and replacement for areas along all sidewalks and back of curb and gutter will not be paid for separately, but will be incidental to the price bid for “Curb & Gutter – Type I”.

251-P01 SEEDING–CLASS III: Seeding will cover the entire disturbed areas along all sidewalks and

back of curb and gutter after all backfill of suitable topsoil has been placed. All seeding costs will be included in the price bid for “Curb & Gutter – Type I”.

The amount of pure live seed to be applied per acre will be as listed. Ten (10) pounds of oats

per acre will be seeded as a nurse crop prior to or with the Class III seed. Seasonal limitations will be waived by the Engineer if moisture and weather conditions are acceptable.

Grass Species Pounds/Acre Fairway Crested Wheatgrass 10 Brome Grass 8 Slender Wheatgrass 2 411-P01 MILLING PAVEMENT SURFACE: The Contractor will mill full depth of the existing pavement

where indicated on plan. It is the responsibility of the Contractor to verify or accept the thickness of approximately 5.5 inches shown on plans.

Payment for milling will be by the square yard based on a top width of 45 feet for the urban

section. Sloughs or areas wider than these top widths, if present, will not be measured for payment but will be incidental to the bid item “Milling Pavement Surface”.

The milled material will be produced in such a way that the maximum particle size is less

than or equal to 1 ½ inches. The Contractor may use whatever means/methods of their choosing to remove any oversized milled material (greater than 1 ½ inches).

All of the milled asphalt will be removed from the project and delivered to the County Shops

in St. John and Rolla as designated by Rolette County and will become property of the County. All costs associated with salvaging and delivering the millings will be included in the price bid for “Milling Pavement Surface”.

411-P02 TEMPORARY ASPHALT WEDGES: The Contractor will place temporary asphalt or milled

material wedges at the milled taper locations to allow for the smooth passage of vehicles. All costs for labor, materials, and equipment to install and remove the wedges will be included in the unit price bid for “Milling Pavement Surface”.

430-P01 COMPACTION: Compaction of hot bituminous pavement will be in

accordance to NDDOT Std. Specs. Sec. 430.04 I.3 Ordinary Compaction. The compaction equipment used will include not less than two vibratory rollers.

NOTES


SHEET NO.

ND SC-CNOC-4006(066) 6 2

This document was




430-P02 PG ASPHALT ACCEPTANCE: PG Asphalt Cement will be accepted by certification. The asphalt binder supplier will certify that the product furnished to the project complies with SHRP binder specification for a PG58-28 binder. In order to supply asphalt material to this project by certification, the suppler will submit a letter to the Project Engineer stating that the supplier has an established quality control plan. This control plan must be in accordance with the January 2009 publication “Combined States Binder Group.” Result of the required asphalt tests will be sent to Wold Engineering, P.C., PO Box 237, Bottineau, ND 58318.

430-P03 HOT BITUMINOUS PAVEMENT: Superpave FAA 42 will have the aggregate and mix design

properties as shown in NDDOT Std. Specs. Sec. Table 430-03, with this exception – the number of gyrations used in the mix design will be 50.

430-P04 CORED SAMPLES: The Contractor will be required to provide Cored Samples – Bituminous

Pavement, as per NDDOT Standard Specifications Section 430.05 C, for the purpose of depth checks. The required cores will consist of one (1) full depth core per mile, at locations determined by the Engineer. These samples will be delivered to Wold Engineering, P.C., PO Box 237, Bottineau, ND 58318. The cored samples will be included in the price bid for “Superpave FAA 42.”

430-P05 APPROACH PAVING: The lifts on the street approaches will be paved prior to or concurrent

with the placement of each lift of mainline paving. An adequate transition to match existing conditions will be required.

430-P06 SAMPLING AND TESTING: The Contractor will be responsible for conducting QC for all

materials being used on the project. Test results will be submitted daily to the Project Engineer. The Contractor will be responsible for collecting a split sample for every sample collected on the project and furnish the Project Engineer with the split sample to conduct random QA testing. All testing will be in accordance with NDDOT Standard Specifications. The cost of this work will be included in the price bid for “Superpave FAA 42”.

430-P07 ABUTTING PAVEMENT: Where the new pavement will abut existing pavement, a full depth

vertical joint will be made along the entire length of the joint. The vertical edge will be made by a saw cut only.

704-P01 TRAFFIC CONTROL FOR UNEVEN PAVEMENT: The contractor has the option of making the paving lanes even at the end of each day's paving operation or signing for the uneven pavement and providing the following devices: Install "Uneven Lanes" signs (Sign No. W8-11-48) and a supplemental plate (Sign No. W20-52-54), identifying the distance, on the right shoulder (both directions) in advance of the beginning of the uneven pavement and at major intersections. A major intersection will be defined as a CMC, state, U.S. highway, or Interstate ramp. Install "Do Not Pass" signs (Sign No. R4-1-48) on the right shoulder (both directions) between the uneven lanes sign and the beginning of the uneven pavement and at major intersections. Install tubular markers spaced at two times the posted speed limit on the centerline where uneven pavement exists.

These traffic control devices will be left in place until the lanes are even. These signs and tubular markers are included in the "Traffic Control Devices List" and will be measured and paid for at the contract unit price for each device. No extra compensation will be allowed for relocation due to work progression.

704-P02 TRAFFIC CONTROL: Traffic control for the milling and paving will consist of a temporary road

closure, flagging, and a pilot car. Traffic Control Devices will comply with the following Standard Drawings:

1. Standard D-704-15, layout A: For temporary roadway closure during paving

operations. 2. Standard D-704-20, layout G: For construction signing during paving operations. Sign

G20-1b-60 will not be required. Signs R2-1-48 and R2-1a-24 are to be moved as the work area moves through the construction zone and should be placed a minimum of 500 feet in advance of flagging signs. Signs will be required at the junctions shown on the Traffic Control Layout.

3. Standard D-704-22, layouts K and L: For trucks hauling material. 4. Standard D-704-24, Type U: For shoulder work. Speed limits reduced to 25 MPH in

work zone. Tubular markers will be used instead of traffic cones. 5. Standard D-704-26, layouts CC, EE, and GG: For paving operations. 6. Standard D-704-7,8,9,10,11,12,13, and 14 are applicable.

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. Additional devices required to accommodate the Contractor’s operation will be the Contractor’s responsibility.

NOTES


SHEET NO.

ND SC-CNOC-4006(066) 6 3

This document was




704-P03 TRAFFIC CONTROL DURING WORKING AND NON-WORKING HOURS: The Contractor will maintain one lane of traffic at the posted speed limit at all times during working hours. During non-working hours, the Contractor will leave the work area free of all hazards. The Contractor will open the roadway to two-way traffic during non-working hours. A minimum 24 foot roadway width will be required to maintain two lanes of traffic.

During paving and milling operations, flagging and pilot car will be used to maintain traffic during working hours. The traffic control devices for flagging will be removed at the end of each day and reinstalled when work commences.

708-P01 STORM WATER AND EROSION CONTROL: The Contractor is required to obtain a ND Dept. of

Health Construction Permit. The Contractor will place erosion control devices as needed to comply with their permit and SWPPP. Erosion control materials will be in place before disturbing any area in a watershed. A supply of erosion control materials will remain on hand for repairs. Maintenance, removal, and resetting of fiber rolls will be included in the price bid for “Common Excavation – Subcut”. The Owner of the Permit will be Rolette County.

750-P01 SIDEWALK & DRIVEWAY CONCRETE: 4 inches of Class 5 aggregate base will be required

under all new sidewalk and driveway concrete. All costs for labor and materials necessary to place the base material will be incidental to the respective concrete bid item “Sidewalk Concrete” or “Driveway Concrete”.

754-P01 EXISTING SIGNS: All existing signs and posts removed and not designated to be reset will be

salvaged and delivered to the Rolette County shop located at St. John, ND. All costs associated with salvaging and delivering the signs will be included in the price bid for “Traffic Control Signs”.

762-P01 SHORT TERM PAVEMENT MARKINGS: The short term application will be applied

immediately following completion of the paving operation on the entire mainline. No intermediate application will be necessary while Sign No. W8-12-48, No Center Stripe, is in place.

762-P02 PERMANENT PAVEMENT MARKINGS: Permanent pavement markings will be placed no

sooner than 14 days and no later than 30 days after completion of the Short Term Pavement Markings.

ENVIRONMENTAL NOTES


SHEET NO.

ND SC-CNOC-4006(066) 6 4

This document was Originally sealed by

KENT D. INDVIK Registration Number

PE-4353 on 02-01-18

The original document is stored at

Wold Engineering, P.C. Bottineau, North Dakota

ENVIRONMENTAL NOTES (EN): Rolette County, the North Dakota Department of Transportation and the Federal Highway Administration have made environmental commitments to secure approval of this project. The following environmental notes are requirements to comply with these commitments: EN #1 - Any waste material from this project will be disposed of properly. EN #2 - Dust will be minimized as much as possible during construction through the use of water. The

Contractor will be required to submit a storm water permit before construction begins. EN #3 - The Contractor will contact the US Fish & Wildlife Service to confirm sources of water the

Contractor wishes to use are not part of the USFWS refuge system, including wetland easements. EN #4 - Construction noise levels would be minimized by ensuring that construction equipment is

equipped with a recommended muffler in good working order. Impact to noise levels would be minimized by limiting construction activities that occur during early morning or late evening hours.

PERMITS REQUIRED: 1. North Dakota Department of Health – NDPDES Permit Status: To be obtained by the Contractor prior to construction, Owner is to be Rolette County.

5F

B

B

1

4

2

2

2

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F

F

1

6

3"

3" 0"

0"

FLARE

FLAR

E 7MODIFIED FAN

PARALLEL

5

1 10" 0"

3

C

C

SS

NOTES:

CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TOWALKABLE SURFACES.

ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL, THUSBOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH.

TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGSSHALL BE CAST SEPARATELY.

TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.

WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMPSLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR.

ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH.

4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLEWARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL.DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED USE PATHS AND THE ENTIRE PARWIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAILWIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THEN 20FEET.

RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB.RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THEBACK OF CURB.

MATCH FULL HEIGHT CURB.

4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP.

DETECTABLE WARNINGS MAY BE PART OF THE 4' X 4' MIN. LANDING AREA IF IT IS NOTFEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA.

THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURETHAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FORALL).

WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB,IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW &ICE REMOVAL.

A 7' MINIMUM TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE.

"S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVEBEEN EVALUATED AND DEEMED IMPRACTICAL.

1

2

3

4

5

6

7

INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3%MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%

INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THEN 2.0% AND LESS THAN5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%

LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPEIN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.

CURB HEIGHT

S

F

X"

THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONSWARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED.

LEGEND

VAR.RAMP

SECTION B-B

SECTION C-C

4'0" MINREQUIRED LANDING

4"CONCRETE

WALK> 0.02 FT./FT. AND< 0.05 FT./FT. PREFERRED

1/4" R

CURB ORCURB & GUTTER

4'0" MIN.REQUIRED LANDING

CURB ORCURB & GUTTER

0.02 FT./FT. MAX

1/4" R

4"CONCRETE

WALK

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

old ngineering,Consulting Engineers & Land Surveyors

P.C.

This document was

originally issued and

sealed by

Kent D. Indvik,

PE-4353

on 02-01-18 and the

original is stored at

Wold Engineering, P.C.,

Bottineau, N.D.

120SC-CNOC-4006(066)

GENERAL DETAILS

PEDESTRIAN CURB RAMP

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

SC-CNOC-4006(066) 20 2


P.C.

GENERAL DETAILS

APPROACHES

STREET APPROACH

22.5'

SUPERPAVE FAA 42

(5" THICKNESS)

℄ OF RDWY.

C

L

24.5'

REMOVE & REPLACE

EXIST. CURB & GUTTER

r=VARIES

VARIES

STREET APPROACH

22.5'

SUPERPAVE FAA 42

(5" THICKNESS)

℄ OF RDWY.

C

L

24.5'


TO REMAIN

REMOVE & REPLACE


r=VARIES

VARIES

AGGREGATE SURFACE ASPHALT SURFACE

EXISTIN

G AG

GREG

ATE

SU

RFACE

ASPH

ALT SU

RFACE

TO

REM

AIN

END CURB & GUTTER


issued and seal by

KENT D. INDVIK /s/

PE-4353





STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

SC-CNOC-4006(066) 30 1


P.C.

TYPICAL SECTIONS

EXISTING &

PROPOSED

EXISTING TYPICAL SECTION (URBAN)

STA. 0+80.55 (CITY LIMITS) TO 18+00

APPROX. 5.5" EXISTING BITUMINOUS PAVEMENT

EXISTING BASE

0.5' CROWN

C

L

45' EXISTING PAVEMENT

PROPOSED TYPICAL SECTION (URBAN)

STA. 0+80.55 (CITY LIMITS) TO 18+00

C

L

45' HOT BIT. BASE COURSE

45' HOT BIT. INTERMEDIATE COURSE

45' HOT BIT. SURFACE COURSE

1.5" HOT BITUMINOUS PAVEMENT SURFACE COURSE

AREA - 5.625 SF

53' AGGREGATE BASE

7" AGGREGATE BASE COURSE CL 5

AREA - 30.917 SF

2'2'

1.5" HOT BITUMINOUS PAVEMENT INTERMEDIATE COURSE

AREA - 5.625 SF

2" HOT BITUMINOUS PAVEMENT BASE COURSE

AREA - 7.500 SF

53' SUBCUT

2.1

% (

Min

.)

2.1% (M

in.)

C & G C & G

C & G - Curb & Gutter - Type I


issued and seal by

KENT D. INDVIK /s/

PE-4353





FILE:

0

SCALE IN FEET

20 40 60

BOP = 0+00.00

N = 709468.0145

E = 2158877.7393

1+00

2+00

3+00

4+00

SCALES:1" = 40' HOR1" = 10' VER

1945

1955

0+00 1+00 2+00 3+00 4+00

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

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SCALE IN FEET

0

FILE:

1

STA. 0+00 TO 4+00

REMOVALS

STA. 1+94 TO STA. 4+00 LT 206 LFREMOVAL OF CURB & GUTTER


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

STA. 1+90 TO STA. 1+93 RT 2.8 SY

REMOVAL OF CONCRETE PAVEMENT

SEC. 15

TWP. 163 N.

RGE. 70 W.

CONSTRUCTION LIMITS

33'

33'

0+00

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the

original document is

stored at

Wold Engineering, PC,

Bottineau, ND

PL 0+

80.55

CITY LIM

ITS

CLARA STREET

1950

1945

1955

1950

1945

1955

1950

1945

1955

1950

1+50 2+50 3+50

STA. 1+31 TO STA. 4+00 RT 269 LF

STA. 2+83 TO STA. 2+86 LT 2.8 SYSTA. 2+80 TO STA. 2+84 RT 3.7 SY

STA. 0+80 TO STA. 4+00 1,600 SYMILLING PAVEMENT SURFACE

3'

STA. 1+29 TO STA. 2+18 LT 29.7 SY

5+00

6+00

7+00

8+00

1945

1955

4+00 5+00 6+00 7+00 8+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

40

SCALE IN FEET

0

2


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

FILE:

4+00

PL 5+

40.55

PL 6+

00.55

MARTIN

STREET

1950

1945

1955

1950

1945

1955

1950

1945

1955

1950

4+50 6+50 7+505+50

STA. 4+00 TO 8+00

REMOVALS


STA. 4+15 TO STA. 5+49 LT 134 SYREMOVAL OF CONCRETE PAVEMENT


STA. 5+91 TO STA.8+00 LT 209 LFSTA. 4+00 TO STA. 5+49 RT 165 LFSTA. 5+91 TO STA. 8+00 RT 209 LF

STA. 5+91 TO STA. 8+00 LT 186 SYSTA. 5+91 TO STA. 8+00 RT 186 SY

8'

8'

8'

END REMOVAL

OF CURB

END REMOVAL

OF CURB

FILE:

9+00

10+00

11+00

12+00

8+00 9+00 10+00 11+00 12+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

40

SCALE IN FEET

0

3


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

8+00

1945

1955

PL 10+

00.55

PL 10+

66.55

CH

URCH

STREET

1950

1945

1955

1950

1945

1955

1950

1945

1955

1950

8+50 9+50 10+50 11+50

STA. 8+00 TO 12+00

REMOVALS


STA. 8+00 TO STA. 10+09 RT 186.0 SYREMOVAL OF CONCRETE PAVEMENT


STA. 10+51 TO STA. 12+00 LT 153 LFSTA. 8+00 TO STA. 10+09 RT 151 LFSTA. 10+51 TO STA. 12+00 RT 153 LF

STA. 8+00 TO STA. 10+09 LT 186.0 SYSTA. 10+51 TO STA. 12+00 LT 123.6 SYSTA. 10+51 TO STA. 12+00 RT 123.6 SYSTA. 10+09 CL 27.0 SYSTA. 10+51 CL 27.0 SY

END REMOVAL

OF CURB

END REMOVAL

FILE:

13+00

14+00

15+00

16+00

0

10

20

30

40

0

10

20

30

40

12+00 13+00 14+00 15+00 16+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

40

SCALE IN FEET

0

4


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

12+00

STA. 12+00 TO 16+00

REMOVALS


STA. 12+00 TO STA. 14+69 LT 238.2 SYREMOVAL OF CONCRETE PAVEMENT


STA. 15+11 TO STA. 16+00 LT 93 LFSTA. 12+00 TO STA. 14+69 RT 273 LFSTA. 15+11 TO STA. 16+00 RT 93 LF

STA. 12+00 TO STA. 14+69 RT 242.0 SY

PL 14+

60.55

PL 15+

20.55

ST. LO

UIS STREET

8'

8'

END REMOVAL

OF CURB

END REMOVAL

OF CURB

FILE:

PC Sta =

19+

46.90

CIRCULAR

Da = 01°30'00"

Dc = 01°30'00"

T = 155.67

R = 3819.83

L = 311.17

C = 311.08

E = 3.17

M = 3.17

17+00

18+00

19+00

20+00

0

10

20

30

40

0

10

20

30

40

16+00 17+00 18+00 19+00 20+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

40

SCALE IN FEET

0

5


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

16+00

STA. 16+00 TO E.O.P.

REMOVALS



STA. 16+00 TO STA. 18+00 RT 200 LF

C&G

To Remain

FILE:

NO. DESCRIPTION LOCATION ELEV.

BENCH MARKS

0

SCALE IN FEET

20 40 60

BOP = 0+00.00

N = 709468.0145

E = 2158877.7393

1+00

2+00

3+00

4+00

SCALES:1" = 40' HOR1" = 10' VER

1945

1955

0+00 1+00 2+00 3+00 4+00

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

60

300200100

SCALE IN FEET

0

BENCH MARKS

ELEV.LOCATIONDESCRIPTIONNO.

FILE:

1

STA. 0+00 TO 4+00

PLAN & PROFILE

RCp01001.dwg


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

RP EL = 1497.10RP STA. 1+41.55

SEC. 15

TWP. 163 N.

RGE. 70 W.

CONSTRUCTION LIMITS

33'

33'

0+00

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

STA. 1+41.55 TO STA. 4+00 RT 258.4 LFCURB & GUTTER - TYPE I

STA. 1+41.55 10' RADIUS RT 15.8 LFSTA. 0+91 TO 4+00 LT 309.0 LF

STA. 1+85 TO STA. 1+89 RT 3.56 SYSIDEWALK CONCRETE

STA. 2+90.55 CL 1 EAADJUST MANHOLE

DRIVEWAY CONCRETE

PL 0+

80.55

CITY LIM

ITS

PL 1+

40.55

CLARA STREET

TBC RP - 1947.10

10' RADIUS

TBC RP - 1946.10

1950

1945

1955

1950

1945

1955

1950

1945

1955

1950

1947.10

1948.48

1950.68

1950.83

1951.33

1951.88

+2.2

0%

+1.10%

ELEV = 1950.90PI - 3+10.55

VC = 50'

1948.68

1951.28

1951.70

1952.10

1952.60

1949.98

+2.6

0%

+1.0

0%

ELEV = 1951.80PI - 3+20.55

VC = 50'

1+50 2+50 3+50

LT (TYP)

RT (TYP)

1950.35

1951.18

1951.83

STA.

2+8

5 VP

I

STA.

3+1

0

STA.

3+3

5 VP

I

STA.

3+9

5 VP

I

STA.

2+9

5 VP

I

STA.

3+2

0

STA.

3+4

5 VP

I

STA.

3+9

5 VP

I

1952.05

1952.55

1951.15

STA.2+60.5 TO STA. 2+66 RT 4.89 SYSTA. 2+66 TO STA. 2+70 LT 3.56 SY

STA. 1+30 TO STA. 1+88 LT 19.3 SYSTA. 1+93 TO STA. 2+18.5 LT 10.0 SYSTA. 3+11.5 TO STA.3.40.5 LTSTA. 3+84.5 TO STA. 4+15.5 LT

15.0 SY16.2 SY

STA. 3+54 TO STA. 3+59 RT 4.44 SY

5+00

6+00

7+00

8+00

1945

1955

4+00 5+00 6+00 7+00 8+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

60

SCALE IN FEET

0

2

STA. 4+00 TO 8+00

PLAN & PROFILE

RCp02001.dwg


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

CONSTRUCTION LIMITS

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

BENCH MARKS

ELEV.LOCATIONDESCRIPTIONNO.

FILE:

4+00

STA. 4+00 TO STA. 5+40.55 LT 140.6 LFCURB & GUTTER - TYPE I

STA. 5+39.55 - 10' RADIUS LT 15.8 LFSTA. 6+01.55 TO STA. 8+00 LT 198.4 LF

STA. 5+70.55 CL 1 EAADJUST MANHOLE

STA. 5+70.55 LT VALLEY GUTTER 72IN

STA. 6+62 TO STA. 6+72 RTDRIVEWAY CONCRETE

STA. 5+91 TO STA. 7+46 LT

SIDEWALK CONCRETE

PL 5+

40.55

PL 6+

00.55

MARTIN

STREET

TBC RP - 1950.06

10' RADIUS

TBC RP - 1950.07

-0.9

0%

ELEV = 1950.70RP STA. 6+01.55

5+

70.55

TBC RP - 1951.00

10' RADIUS

TBC RP - 1950.10

10' RADIUS

TBC RP - 1952.16

TBC RP - 1952.12

MARTIN

STREET

10' RADIUS

TBC RP - 1951.00

TBC RP - 1850.75

STA. 6+01.55 - 10' RADIUS LT 15.8 LFSTA. 4+00 TO STA. 5+38.00 RT 138 LFSTA. 5+38.00 - 10' RADIUS RT 27.2 LFSTA. 5+99.92 TO 8+00 RT 200.1 LFSTA. 5+99.92 - 10' RADIUS RT 15.8 LF

30.0 SY

17.6 SY

89.2 SY

STA. 8+00.55 CL 1 EA

STA. 5+58 - 33' LTADJUST GATE VALVE BOX

1 EA

1950

1945

1955

1950

1945

1955

1950

1945

1955

1950

-0.60%

1951.88

1951.98

1951.83

1951.37

1951.00

1950.06

1949.56

1949.06

1948.56

1948.06

ELEV = 1952.82PI - 4+20

ELEV = 1952.12RP STA. 5+39.55

1952.60

1952.72

1952.66

1952.36

1952.12

1950.70

1949.35

1949.80

1949.35

1948.90

ELEV = 1952.10RP STA. 4+20

VC = 50' ELEV = 1951.00 - TBCRP STA. 5+38+00

-0.90% ELEV = 1950.07 TBCRP STA. 5+99.92

1.0

0%

4+50 6+50 7+505+50

LT (TYP)

RT (TYP)

38'

+1.00%

VC = 50'

1952.68

+

1

.1

0

%

STA. 4+

45 VPI

STA. 4+

45

VPI

1951.88

STA. 7+00 TO STA. 7+12 RT 19.3 SY

STA. 7+70 TO STA. 8+15 LT 24.1 SY

STA. 5+91 TO STA. 6+62 RT 48.2 SY

STA. 4+10 TO STA. 5+49 LT 122.9 SY

8'

5'

5'

STA. 7+74 TO STA. 8+00 LT 14.0 SY

STA. 7+40.5 TO STA. 7+75.5 LT 26.7 SYSTA. 7+48.5 TO STA. 7+79.5 RT 22.8 SY

STA. 6+00 - 12' RT 1 EA

STA. 6+72 TO STA. 7+00 RT 14.7 SYSTA. 7+12 TO STA. 7+54 RT 22.5 SY

GATE VALVE

STA. 5+95 LT

DETECTABLE WARNING PANEL

25 SFSTA. 5+95 RT 10 SF

STA. 5+45 LT 10 SF

FILE:


BENCH MARKS

9+00

10+00

11+00

12+00

8+00 9+00 10+00 11+00 12+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

60

SCALE IN FEET

0

3

STA. 8+00 TO 12+00

PLAN & PROFILE

RCp03001.dwg


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

8+00

1945

1955


STA. 9+99.55 - 10' RADIUS LT 15.8 LFSTA.10+61.55 TO STA. 12+00 LT 138.4 LF

STA. 10+30 CL 1 EAADJUST MANHOLE

STA. 10+09 CLVALLEY GUTTER 72IN

STA. 8+09.5 TO STA. 8+44.5 LTDRIVEWAY CONCRETE

STA. 8+39 TO STA. 10+06 LTSIDEWALK CONCRETE

PL 10+

00.55

PL 10+

66.55

CH

URCH

STREET

TBC RP - 1946.80

10' RADIUS

TBC RP - 1946.50

10+

30.55

TBC RP - 1947.50

10' RADIUS

TBC RP - 1947.70

TBC RP - 1947.60

TBC RP - 1947.60

10' RADIUS

TBC RP - 1946.07

TBC RP - 1945.90

STA. 10+61.55 - 10' RADIUS LT 15.8 LFSTA. 8+00 TO STA. 9+96.58 RT 196.6 LFSTA. 9+96.58 - 10' RADIUS RT 16.7 LFSTA. 10+63.62 TO STA. 12+00 RT 133.4 LFSTA. 10+63.62 - 10' RADIUS RT 18.2 LF

34.7 SY

26.7 SY

78.1 SY

1950

1945

1955

1950

1945

1955

1950

1945

1955

1950

1948.06

1947.56

1947.06

1946.56

1946.07

1946.80

1947.50

1948.12

1948.44

1948.80

1948.10

1947.60

1947.70

1948.32

1949.30

1949.44

ELEV = 1948.10PI STA. 9+00

VC = 0

ELEV = 1946.07 - TBCRP STA. 9+96.58

-1.00%

STA. 10+51 CL 34.7 SY

CONSTRUCTION LIMITS

10' RADIUS

8+50 9+50 10+50 11+50

1948.98

0.80%

0.50%

ELEV = 1497.60 - TBCRP STA. 9+99.55

RT (TYP)

LT (TYP)

+1.3

0%

+0.40%

ELEV = 1947.70 - TBCRP STA. 10+61.55

ELEV = 1949.36PI STA. 11+80

VC = 50'

+0.40%

+

1

.7

5

%

ELEV = 1946.80 - TBCRP STA. 10+66.62

ELEV = 1948.20PI STA. 11+40

VC = 50'

1949.04

1947.76

1948.40

STA. 11+

55 VPI

STA. 11+

15 VPI

STA. 11+

65 VPI

STA. 9+06 TO STA. 9+18 LT 14.9 SY

STA. 8+00 TO STA. 9+55 RT 86.1 SYSTA. 9+55 TO STA. 10+09 RT 47.2 SYSTA. 10+57 TO STA. 11+08 LT 32.0 SYSTA. 10+57 TO STA. 12+00 RT 82.5 SYSTA. 11+26 TO STA. 12+00 LT 41.1 SY

5'

5'

5'

5'

STA. 11+02.5 TO STA. 11+31.5 LT 21.0 SY

8'

8'

STA. 9+85 LTDETECTABLE WARNING PANEL

10 SYSTA. 9+85 RT 10 SYSTA. 10+03 LT 10 SYSTA. 10+03 RT 10 SYSTA. 10+63 LT 10 SYSTA. 10+63 RT 10 SY

FILE:


BENCH MARKS

13+00

14+00

15+00

16+00

12+00 13+00 14+00 15+00 16+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

60

SCALE IN FEET

0

4

STA. 12+00 TO 16+00

PLAN & PROFILE

RCp04001.dwg


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

CONSTRUCTION LIMITS

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

12+00

1940

1950


STA. 14+59.55 - 10' RADIUS LT 15.8 LFSTA. 15+21.55 TO STA.16+00 LT 78.4 LF


STA. 14+90.55 LTVALLEY GUTTER 72IN

STA. 13+07.5 TO STA. 13+28.5 LTDRIVEWAY CONCRETE

STA. 12+00 TO STA. 14+69 LTSIDEWALK CONCRETE

ST. LO

UIS STREET

TBC RP - 1946.10

10' RADIUS

TBC RP - 1946.30

14+

90.55

TBC RP - 1946.00

10' RADIUS

TBC RP - 1945.70

TBC RP - 1947.40

TBC RP - 1947.50

10' RADIUS

TBC RP - 1946.90

TBC RP - 1946.90

STA. 15+21.55 - 10' RADIUS LT 15.8 LFSTA. 12+00 TO STA. 14+59.30 RT 259.3 LFSTA. 14+59.30 - 10' RADIUS RT 14.3 LFSTA. 15+22.15 TO STA. 16+00 RT 77.8 LFSTA. 15+22.15 - 10' RADIUS RT 13.3 LF

30 SY

13.1 SY

152.6 SY

STA. 14+90 CL 1 EA

STA. 14+60 - 12' RTADJUST UTILITY APPURTENANCE (VALVE BOX)

1 EA

1945

1940

1950

1945

1940

1950

1945

1940

1950

1945

1948.44

1948.64

1948.13

1946.90

1946.16

1945.64

1949.44

1949.64

1949.69

1948.99

1948.31

1947.50

1945.70

1945.07

ELEV = 1948..80PI STA. 12+90

VC = 50'

ELEV = 1949.80 - TBCPI STA. 12+90

1.12%

12+50 13+50 14+50 15+50

PL =

14+

60.55

PL =

15+

20.55

10' RADIUS

STA. 14+90.55 RT 26 SY

1949.76

1.35%

+0.40%

-0.66%

-0.40%

ELEV = 1945.29PI STA. 15+80

ELEV = 1945.86PI STA. 15+80

38'

32'

+0.40%

VC = 50'

1948.70

1948.70

1948.52

STA. 12+

65

VPI

STA. 13+

15

VPI

STA. 12+

65 VPI

STA. 13+

15 VPI

1949.70

1949.46

-1.34%

VC = 50'

VC = 50'

-1.13%

1945.96

1945.49

1945.25

VPI

STA. 15+

55 VPI

STA. 12+

05 VPI

1949.42

STA. 15+69.5 TO STA. 15+95.5 RT 13.7 SY

STA. 12+00 TO STA. 13+62 RT 81.4 SY

5'

5'

8.5'

STA. 14+78 - 33' LT 1 EASTA. 14+78 - 33' RT 1 EA

STA. 15+69.5 TO STA. 15+95.5 RT 13.7 SY

STA. 14+45 LTDETECTABLE WARNING PANEL

10 SYSTA. 14+45 RT 10 SY

FILE:


BENCH MARKS

PC Sta =

19+

46.90

CIRCULAR

Da = 01°30'00"

Dc = 01°30'00"

T = 155.67

R = 3819.83

L = 311.17

C = 311.08

E = 3.17

M = 3.17

17+00

18+00

19+00

20+00

16+00 17+00 18+00 19+00 20+00

0

SCALE IN FEET

20 40 60

SCALES:1" = 40' HOR1" = 10' VER

SC-CNOC-4006(066)

STATEPROJECT NO.

ND

SHEET

NO.

SECTION

NO.

60

SCALE IN FEET

0

5

STA. 16+00 TO E.O.P.

PLAN & PROFILE

RCp05001.dwg


P.C.

SEC. 15

TWP. 163 N.

RGE. 70 W.

SEC. 15

TWP. 163 N.

RGE. 70 W.

CONSTRUCTION LIMITS

33'

33'

This document was


sealed by

KENT D. INDVIK,

PE-4353

on 02-01-18 and the


stored at


Bottineau, ND

16+00

1940

1950

STA. 16+00 TO STA. 18+00 LT 200 LFCURB & GUTTER - TYPE I

STA. 16+00 TO ST. 18+00 RT 200 LF


1945

1940

1950

1945

1940

1950

1945

1940

1950

1945

1945.64

1944.43

1942.30

1945.07

1943.67

ELEV = 1943.67PI STA. 17+00

VC = 50'

1.13%

16+50 17+50

2.20%

1.34%

ELEV = 1944.50PI STA. 17+00

VC = 50'

1945.58

1945.07

1944.78

1943.95

1943.40

STA. 16+

05 VPI

STA. 16+

75 VPI

STA. 17+

25 VPI

STA. 16+

05 VPI

1944.96

36'

STA. 16+08.5 TO STA. 16+33.5 12.5 SYDRIVEWAY CONCRETE

STA. 16+82.5 TO STA. 17+05.5 11.3 SY

SECTION SHEET

NO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORKG20-1a-60 60"x24" ROAD WORK NEXT __ MILES 2 34 68 48"x48" RIGHT or LEFT SHOULDER CLOSEDG20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.G20-2a-48 48"x24" END ROAD WORK 2 19 38 48"x48" SURVEY CREW AHEADG20-4-36 36"x18" PILOT CAR FOLLOW ME 1 18 18 48"x48" BRIDGE PAINTING AHEAD or __ FT.G20-10-108 108"x48" CONTRACTOR SIGN 64 48"x48" MATERIAL ON ROADWAYG20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 1 37 37 48"x48" FRESH OIL LOOSE ROCKG20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 30 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59M1-1-36 36"x36" ROUTE MARKER (Post and installation only) 10M1-4-24 24"x24" ROUTE MARKER (Post and installation only) 10M1-5-24 24"x24" 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 32R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 2 5 10R1-2-60 60"x60" YIELD 29R2-1-48 48"x60" SPEED LIMIT __ 2 39 78R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 2 10 20 SPECIAL SIGNSR3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35R4-1-48 48"x60" DO NOT PASS 2 39 78R4-7-48 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 26W3-1a-48 48"x48" STOP AHEAD SYMBOL 35W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35 TRAFFIC CONTROL SIGNS TOTAL UNITSW3-4-48 48"x48" BE PREPARED TO STOP 2 35 70W3-5-48 48"x48" SPEED REDUCTION AHEAD 35W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35W5-1-48 48"x48" ROAD NARROWS 35W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35

W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35

W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35W8-1-48 48"x48" BUMP 2 35 70W8-3-48 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 70W8-12-48 48"x48" NO CENTER STRIPE 2 35 70W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 2 35 70W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 35W8-56-48 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 2 35 70W20-2-48 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 2 35 70W20-7k-24 24"x18" __ FEET (Mounted of warning sign post) 10W20-8-48 48"x48" STREET CLOSED 6 35 210W20-51-48 48"x48" EQUIPMENT WORKING 35W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 12W21-1a-48 48"x48" MEN WORKING SYMBOL 35W21-2-48 48"x48" FRESH OIL 35W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT 35

This document was originally issued and

sealed by Kent D. Indvik,

Registration Number PE-4353

on 02-01-18 and the original is stored at

Wold Engineering, P.C., Bottineau, ND.

UNITS SUB

TOTAL

3535353535353511

UNITS PER

AMOUNT

STATE

ND

PROJECT NO.

SC-CNOC-4006(066)

Traffic Control Devices List

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/

1047

SIGN SIZE

DESCRIPTION

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

W22-8-48

W21-5a-48W21-5-48

SIGN NUMBER

SIGN SIZE

DESCRIPTIONAMOUNT

REQUIRED

UNITS PER

AMOUNT

UNITS SUB

TOTAL

SIGN NUMBER

AMOUNT REQUIRED

EACH

ATTENUATION DEVICE-TYPE B-55

EACH

EACH

40EACHEACH

EACH

EACH

4EACHEACH

EACH

EACH

704-1044704-1043 ATTENUATION DEVICE-TYPE B-65

ATTENUATION DEVICE-TYPE B-70

DESCRIPTION

FLAGGING

QUANTITY

128

UNIT

MHR

EACHEACHEACH

SF

LFEACHEACHLFLF

EACH

EACH

W21-50-48W21-51-48

704-1050704-1051704-1052704-1060

EACHEACH

704-1041

SPEC & CODE

704-0100

SPEC & CODE

704-1000

704-1081704-1085704-1086704-1087

704-1065704-1067704-1070704-1072

762-1500772-2110

704-1088704-1095704-3501704-3510762-0200762-0420762-0430

RAISED PAVEMENT MARKERSSHORT TERM 4IN LINE - TYPE RSHORT TERM 4IN LINE - TYPE NROBLITERATION OF PVMT MKFLASHING BEACON - POST MOUNTED

DELINEATORFLEXIBLE DELINEATORS

TYPE I BARRICADESTYPE II BARRICADESTYPE III BARRICADESDELINEATOR DRUMSTRAFFIC CONESTUBULAR MARKERS

VERTICAL PANELS - BACK TO BACKSEQUENCING ARROW PANEL - TYPE ASEQUENCING ARROW PANEL - TYPE BSEQUENCING ARROW PANEL - TYPE CSEQUENCING ARROW PANEL - TYPE C - CROSSOVERTYPE B FLASHERSPORTABLE PRECAST CONCRETE MED BARRIERPRECAST CONCRETE MED BARRIER - STATE FURNISHED

VERSION: 1.4.2007

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