November 1, 2017 - North Dakota Department of Transportation 22/ADDENDUM 1... · 008 570 0966random pcc crack cleaning & sealing lf 1,193. 009 570 1512spall repair-partial depth sf

November 1, 2017

ADDENDUM 1 JOB 22

TO: All prospective bidders and suppliers on Project SU-2-990(054)058 scheduled for the November 17,

2017 bid opening.

Revisions for SU-2-990(054)058:

Remove the following sheets:

• Section 4, Sheet 2

• Section 11, Sheets 4-5

Remove & Replace the following sheets:

• Section 1, Sheet 1: Central Avenue has been removed

• Section 2, Sheet 1: Table of Contents has been updated to reflect removed sheets

• Section 4, Sheet 2-3: Section 4, Sheet 2 was removed. Section 4, Sheets 3-4 were re-numbered.

• Section 6, Sheet 1: Notes 100-P02, 430-P01 and 704-P02 have been revised

• Section 8, Sheet 1: The following bid items have been updated:

"CONTRACT BOND", "REMOVAL OF CURB & GUTTER", "AGGREGATE BASE COURSE CL 5", "PATCHING",

"DOWELED CONTRACTION JOINT ASSEMBLY", "DOWEL BARS", "CONC PVMT REPAIR-SPOT FULL DEPTH",

"RANDOM PCC CRACK CLEANING & SEALING", "SPALL REPAIR-PARTIAL DEPTH", "MOBILIZATION",

"TRAFFIC CONTROL SIGNS", "TYPE I BARRICADE", "TYPE III BARRICADE", "DELINEATOR DRUMS",

"STACKABLE VERTICAL PANELS", "OBLITERATION OF PAVEMENT MARKING", "ADJUST MANHOLE", "CURB

& GUTTER-TYPE I", "EPOXY PVMT MK MESSAGE", "EPOXY PVMT MK 4IN LINE", "EPOXY PVMT MK 6IN

LINE", "EPOXY PVMT MK 8IN LINE", and "EPOXY PVMT MK 24IN LINE"

• Section 11, Sheet 4-11: Section 11, Sheets 4-5 were removed. Section 11, Sheets 6-12 were re-

numbered. Section 11, Sheets 13-14 were combined and re-numbered

• Section 30, Sheet 1: Central Avenue has been removed

Sincerely,

KLJ

Chad Petersen

Project Engineer

Enclosure(s): Revised Plan Sheets

Project #: SU-2-990(054)058

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

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

PROPOSAL FORMNorth Dakota Department of Transportation

022Page 5 of 8

10/3/2017

JobNovember 17, 2017BID 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: SU-2-990(054)058 (PCN-21845)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

REMOVAL OF CURB & GUTTER 441.002 202 0130 LF

AGGREGATE BASE COURSE CL 5 1,691.003 302 0120 TON

PATCHING 25.004 430 2000 TON

DOWELED CONTRACTION JOINT ASSEMBLY 1,240.005 570 0240 LF

DOWEL BARS 2,480.006 570 0424 EA

CONC PVMT REPAIR-SPOT FULL DEPTH 33,805.007 570 0700 SF

RANDOM PCC CRACK CLEANING & SEALING 1,193.008 570 0966 LF

SPALL REPAIR-PARTIAL DEPTH 2,466.009 570 1512 SF

MOBILIZATION 1.010 702 0100 L SUM

TRAFFIC CONTROL SIGNS 3,874.011 704 1000 UNIT

TYPE I BARRICADE 20.012 704 1050 EA

TYPE III BARRICADE 74.013 704 1052 EA

DELINEATOR DRUMS 94.014 704 1060 EA

STACKABLE VERTICAL PANELS 40.015 704 1080 EA

OBLITERATION OF PAVEMENT MARKING 7,314.016 704 1500 SF

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

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


022Page 6 of 8

10/3/2017

JobNovember 17, 2017BID 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: SU-2-990(054)058 (PCN-21845)

Rev: BID ITEMS

ADJUST GATE VALVE BOX 3.017 722 6140 EA

ADJUST MANHOLE 15.018 722 6200 EA

CURB & GUTTER-TYPE I 441.019 748 0140 LF

EPOXY PVMT MK MESSAGE 500746.020 762 0112 SF

EPOXY PVMT MK 4IN LINE 6,364.021 762 0113 LF

EPOXY PVMT MK 6IN LINE 4,422.022 762 0114 LF

EPOXY PVMT MK 8IN LINE 527.023 762 0115 LF

EPOXY PVMT MK 24IN LINE 942.024 762 0117 LF

TEMPORARY TRAFFIC SIGNALS 4.025 772 2810 EA

TOTAL SUM BID


Job 022

10/3/2017Rev:

BID OPENING:November 17, 2017

Project:

Type of Work:

County: BARNES

Length: 3.1200 Miles

CONCRETE PAVEMENT REPAIR, CURB & GUTTER

SU-2-990(054)058 (PCN-21845)

Page 7 of 8

TIME FOR COMPLETION:

The undersigned Bidder agrees, if awarded the contract, to prosecute the work with sufficient

forces and equipment to complete the contract work within the allowable time specified as follows:

WORKING DAY CONTRACT: working days are provided. The Department will begin

charging working days beginning or the date work begins on the project site,

NA

CALENDAR DAY CONTRACT:

begins on the project site, whichever is earlier.

COMPLETION DATE CONTRACT:

provides a minimum of

or the date workwill be determined by adding

whichever is earlier.

NA

calendar days are provided. The completion date

N

NA

NA calendar days to NA

The project completion date is . The Department10/20/2018 *

working days. The Department will begin charging workingNA

or the date work begins on the project site, whichever is earlier.days beginning NA

*THE OCTOBER 20, 2018 COMPLETION DATE IS FOR ALL WORK. LIQUIDATED DAMAGES FOR FAILURE TOCOMPLETE WORK BY THIS DATE WILL BE PURSUANT TO STANDARD SPECIFICATION 108.07.

AN INTERIM COMPLETION DATE OF AUGUST 18, 2018 IS FOR ALL WORK TO COMPLETE THE 8TH AVENUESW CORRIDOR. NO WORK WILL BE ALLOWED ON 8TH AVENUE SW UNTIL MAY 29, 2018. LIQUIDATEDDAMAGES FOR FAILURE TO COMPLETE THIS WORK BY AUGUST 18, 2018 WILL BE CHARGED AT A RATEOF $900.00 PER CALENDAR DAY.

REFER TO NOTE 100-P02 SCHEDULING FOR DETAILS OF ADDITIONAL TIME REQUIREMENTS.

8th Avenue SW

7th Street SE

Winter Show Road

0.713

0.438

0.215

0.713

0.438

0.215

5th Avenue NE

7th Street SE

8th Avenue SW

East Main St

West M

ain St

August 2017

2.254 2.254Total

DESIGNER

DESIGNER

DESIGNER

DESIGNER

DESIGNER

Michael Strom

Jacob Loegering

Sta. 10+00

Begin 5th Ave NE

Sta. 52+66

End 5th Ave NE

Sta. 310+00

Begin Winter Show Road

Sta. 209+21

Begin 8th Ave SW

Sta. 247+30

End 8th Ave SW

Chad A. Petersen /s/

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

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

FORKS

GRAND

VA

LLE

Y

GO

LD

EN

LAMOURE

5th Avenue NE 0.888 0.888

July 2017

KLJC 2017

(701) 845-4980, FAX (701) 845-0252VALLEY CITY, ND 58072-0937

P.O. BOX 9371010 4th AVENUE SW

NUMBER SU-2-990(054)058

PLANS FOR FEDERAL AID PROJECT

CITY OF VALLEY CITY, NORTH DAKOTA

________________________Surveyed & Designed Date

________________________PS&E Corrections Made

11

4884

SU-2-990(054)058 21845

Concrete Pavement Repairs, Curb and Gutter, and Incidentals

7th Street SE, and Winter Show Road

KLJ

PE-4884

Chad A. Petersen

10/30/17

10/30/17

Revised 10/30/17STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

CERTIFICATION

LAWS OF THE STATE OF NORTH DAKOTA.

DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE

ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A

I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY

REGISTRATION NUMBER ______________DATE ______________

__________________________________________

JOB #22

Project

Miles

Gross

Miles

Net

PROJECT LENGTH

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

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

Office of KLJ in

Valley City, ND

5th Avenue NE, 8th Avenue SW,

Winter Show RoadSta. 321+37

End Winter Show Road

Sta. 431+03

End 7th St SE

Sta. 409+43

Begin 7th St SEEXIT 292

STATE PROJECT NO.SECTION

NO.

SHEET

NO.

10/19/2017 1:17:51 PM zachvlaminck

ND 2

SU-2-990(054)058

Revised 10/25/2017

TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet1

2 Table of Contents1

4 Scope of Work1 - 3

6 Plan Notes1

8 Estimate of Quantities1

11 Concrete Pavement Data Sheets1 - 10

11 Striping Data Sheets11

20 Concrete Pavement Repair Detail1 - 5

20 Spall Repair Detail6

20 Pavement Reinforcing Detail at Pipe Locations7

20 Floating Manhole Details8

30 Typical Sections1 - 2

100 Traffic Control Devices List1

100 Traffic Control Layouts2 - 7

Number Description

LIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1, 2 & 3

NDDOT Utility Company and Organization AbbreviationsD-101-10

Line StylesD-101-20, 21

SymbolsD-101-30, 31 & 32

Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7

Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8

Construction Sign Details - Terminal And Guide SignsD-704-9

Construction Sign Details - Warning SignsD-704-11

Barricade And Channelizing Device DetailsD-704-13

Construction Sign Punching And Mounting DetailsD-704-14

Road Closure LayoutsD-704-15

Road Closure And Lane Closure On A Two Way Road LayoutsD-704-19

Terminal And Seal Coat Sign LayoutsD-704-20

Construction Truck And Temporary Detour LayoutsD-704-22

Lane Closures On Urban Streets LayoutsD-704-25

Miscellaneous Sign LayoutsD-704-26

Portable Sign Support AssemblyD-704-50

Pavement Marking Message DetailsD-762-1

Pavement MarkingD-762-4

Number Description

SPECIAL PROVISIONS

SP 5184(14) Permits and Environmental Considerations

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

4884

DRWN. BY CHK’D. BY PROJECT NO.

KLJC 2017

ZV MS 5417110


SCOPE OF WORK

SU-2-990(054)058

SU-2-990(054)058 4 2

Main St

NW

2nd A

ve S

W

8TH AVE SE &

WINTER SHOW ROAD

3rd A

ve S

W

6th St S

W

5th St S

W

4th St S

W

Interstate 9

4

Exit 2

92

8th

Ave SW

Winter S

ho

w R

oad

Sheyenne River

Rivervie

w Drive

Rivervie

w Driv

e

4th Ave SW

Vikin

g Drive

Vikin

g Drive

9th Ave SW

5th St S

W

3rd A

ve S

W

2nd A

ve S

W

7th Ave SW

8th Ave SW

5th Ave SW

6th St S

W

6th Ave SW

5th St S

W

Vikin

g Drive

College St

Sta. 321+37

End Winter Show Road

Sta. 247+30

End 8th Ave SW

Cenex

Petro ServeWellness Cente

r

Washington School

WheelWagon

InnAmeric

FordStout Ross

210

+00

215

+00

220

+00

225

+00

230

+00

235

+00

240

+00

245

+00

Sta. 310+00

Begin Winter Show Road

Sta. 209+21

Begin 8th Ave SW

310+00

315+0

0

320+0

0

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

10/19/2017 zachvlaminck P:\City\ND\ValleyCity\5417110\CAD\Design\Plans\Addendum #1\004SW_03.dgn1:22:07 PM

Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

Concrete Pavement Repair

10/25/17

Revised 10/25/17


KLJC 2017

ZV MS 5417110


SCOPE OF WORK

SU-2-990(054)058

7TH ST SE

7th St NE

12th A

ve S

E

10th A

ve S

E

9th A

ve S

E

Valley Ave SE

6th St SE

Interstate 9

4

11th A

ve S

E

12th A

ve S

E

10th St SE

Electri

cCass C

ounty

Sta. 409+43

Begin 7th St SE

Sta. 431+03

End 7th St SE

410

+00

415

+00 420

+00

425

+00

430

+00


John D

eere

Malach

4884

SU-2-990(054)058 4 3

Chad A. Petersen

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

10/30/2017 zachvlaminck P:\City\ND\ValleyCity\5417110\CAD\Design\Plans\Addendum #1\004SW_04.dgn8:41:45 AM

Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Revised 10/30/17

10/30/17

PLAN NOTES

SU-2-990(054)058

JM JL 5417110

KLJ 2017

DRWN. BY CHKD. BY PROJECT NO.

This document was originally issued and sealed by

Chad A. Petersen Registration Number

PE- 4884, on 10/30/17 and the original

document is stored at the Office of KLJ in Valley City, ND

PLAN NOTES

10/30/2017 2:36:18 PM mike strom P:\City\ND\ValleyCity\5417110\CAD\Design\Plans\Addendum #1\006NT_01.doc

Revised 10/30/17 STATE PROJECT NO.

SECTION NO.

SHEET NO.

ND SU-2-990(054)058 6 1

100-P01 NOISE RESTRICTION: Limit work to Monday through Friday from 7 AM to 10 PM, Saturday from 7 AM to 7 PM and on Sundays by permission only.

The Contractor is allowed to green saw the concrete without written permission from the Engineer if the

following stipulations are met: Prior to the start of construction provide one written notice to all property owners within 500 feet of the project site. The notice shall warn that increased noise levels may be experienced at night. Use best practices to minimize the sawing of concrete pavement between the hours of 10:00 PM to 7:00 AM.

100-P02 SCHEDULING: Work on 5th Avenue NE cannot take place at the same time as the following events are

scheduled along Central Avenue in 2018:

- June 2nd - June 3rd Sheyenne Valley Soap Box Derby - June 15th – June 17th Rally in the Valley - July 25th Crazy Days

Work on Winter Show Road and 8th Avenue SW cannot take place at the same time. The intersection work can take place at the same time as either of the streets. Do not begin work on 8th Avenue SW until May 29th. Complete all work on the 8th Avenue SW corridor by August 18th. Complete all remaining work on the other corridors by October 20, 2018.

100-P03 PROJECT COORDINATION: The Valley City Permanent Flood Protection Phase 2 involves closing Main Street for up to 11 months. The contractor shall adjust and coordinate detours with this project.

107-P01 MAINTAINING ACCESS: The Contractor will be responsible for providing reasonable access to all

residential dwellings and commercial properties adjacent to this project. Any special conditions that arise will be worked out by the Contractor with the Engineer in the field. Some additional traffic control signs have been provided to allow access to these special cases should they arise.

430-P01 PATCHING: Patch asphalt pavement surface adjacent to concrete patches using a commercially produced

Superpave FAA 43. Remove pavement full depth, clean, tack and fill existing irregularities in no larger than 2.5-inch lifts in the roadway with hot mix asphalt and compact in a separate operation. The pavement thickness shall match the existing but must be a minimum of 4 inches thick. All hot mix asphalt required for patching will be measured and paid for by the ton of “PATCHING”. This will be considered full payment for performing this work.

430-P02 COMPACTION: Ordinary compaction, as specified in Section 430.04 I.3, will be utilized. 430-P03 TACK COAT: Supply a tack coat that meets the requirements of Section 401.03 B “Tack Coat”. Apply the

tack coat according to Section 401.04 “Construction Requirements”. Undiluted application rates are shown in the basis of estimate. Tack coat will not be measured for payment and will be included in the unit price bid for “PATCHING”.

570-P01 CONCRETE PAVEMENT REPAIR: An additional 10% has been added to the quantities for "CONC PVMT

REPAIR-SPOT FULL DEPTH", “SPALL REPAIR-PARTIAL DEPTH”, “RANDOM PCC CRACK CLEANING & SEALING” and ”DOWEL BARS” to be used as directed by the Engineer.

570-P02 TRANSVERSE AND LONGITUDINAL JOINTS CLEANING AND SEALING: Existing backer rod or rubber

tuck joint sealant shall be cut off where “CONC PVMT REPAIR-SPOT FULL DEPTH" and “SPALL REPAIR-PARTIAL DEPTH” repairs are adjacent to a joint. The existing joint sealant material shall be cleaned off prior to placement of concrete. All joints adjacent to and within repairs shall be sealed with Type IV Hot applied Joint Sealant as per NDDOT Standard Specifications 826.02 A.2.

570-P03 CONCRETE PAVEMENT REPAIR: During removal of the pavement the aggregate may get disturbed. 1 inch

of “AGGREGATE BASE COURSE CL 5” has been quantified. 570-P04 CONCRETE PAVEMENT REPAIR: The pavement thickness varies per street. All patching shall match

existing pavement depth. Pavement depths are noted in Section 30 Typical Sections. All Dowel Bars and Transvers Bars shall match Section 20 Details.

570-P05 CONCRETE PAVEMENT REPAIR: All full depth concrete pavement repair shall have dowel bars and

baskets placed regardless of the existing pavement’s design.

704-P01 TRAFFIC CONTROL DEVICES: The Contractor shall furnish the necessary signing as shown on Standard Drawings: D-704-15, 19 20, 22, 25 and 26 under Type A, G, K, N, V W, X, EE, and GG as required by construction operations.

Place stackable vertical panels adjacent to open lanes in areas of full-depth removals. Place the panels at 10 foot intervals, with a minimum of 2 panels per full depth removal area. Leave the panels in place until the newly placed concrete is strong enough to be opened to traffic.

Place Type 1 Barricades in front of each open full depth repair or as directed by the Engineer.

Lane closures will only be allowed while work is being performed or until the concrete has cured to the

required design strength. Place tubular markers or permanent pavement markings prior to moving or removing lane closures.

704-P02 TRAFFIC CONTROL: Traffic control signs and delineators have been provided to accommodate a closure of

half of the street for approximately 8 blocks with a temporary traffic signalized begin and end. Traffic shall be routed to half of the street while repairs take place on the other half. A truck detour must be set up for 8th Ave SW and 5th Ave NE. An example detour for 8th Ave has been provided.

All signs and devices will be paid for once. Moving traffic control within the same or to different streets will not be paid for but is included in the items bid for traffic control. Devices will only be paid for if they are used on the project. Alternate traffic control layouts are included in the plans. An option to close 8 blocks at a time is included in the traffic control sheets. Multiple streets will be allowed to be closed at the same time. This option cannot be used at the same time on 8th Ave SW and Winter Show Rd. The Contractor must provide the Engineer with a traffic control phasing plan at the pre-construction meeting. Temporary traffic signals have been included to maintain single file traffic. In section 100 sheet 6, a detail sheet gives an example for the intersection of 8th Ave SW and Winter Show Road. Four (4) temporary traffic signals and their given advanced warning signs have been provided in the plans. The contractor shall determine how and where to use the signals and signs in their traffic control phasing plan. Obtain an electrical source for temporary traffic signals. Solar or generator powered signals may be used. If generators are used, place them as far as possible from the roadway centerline, unless the generator and signal are part of a trailer mounted unit. Include all costs to install, operate and remove a wood pole/span wire signal system or portable signal system in the contract unit price for “TEMPORARY TRAFFIC SIGNAL”.

722-P01 UTILITY ADJUSTMENTS: Adjust the Manholes and Gate Valve Boxes to the proposed finish grades under the appropriate bid items. Manholes and Gate Valve adjustments must be made by methods approved by the City of Valley City. Include all work related to the adjustment of Manholes and Gate Valve Box in the price bid for “ADJUST GATE VALVE BOX” and “ADJUST MANHOLE”.

722-P02 ADJUST MANHOLE: A floating casting shall be used in as many locations as possible as per Section 20

Sheet 8. When there isn’t room to install a floating casting, a new standard casting shall be used. All existing castings shall be cleaned of concrete, salvaged and stockpiled at a site determined by the City Public Works. Call 701-845-4255 to coordinate the site.

748-P01 CURB & GUTTER-TYPE I: The Engineer will determine the location and actual quantity of “CURB & GUTTER-TYPE I” used for patching. Curb areas where concrete fillets are incorporated with the curb, shall be measured and paid for as "CONC PVMT REPAIR-SPOT FULL DEPTH" outside of the typical 18” gutter pan. The concrete depth at the fillets must match the existing depth of the adjacent concrete.

Some curb patches are adjacent to or run through inlets.

In these areas, the inlet castings are to remain in place. If the backing of the inlet hood is encased in concrete, the concrete should be removed and replaced. Payment for all work shall be included in the cost of “CURB & GUTTER-TYPE I” and shall be measured through the inlets.


KLJC 2017

ESTIMATE OF QUANTITIES

SU-2-990(054)058

JN MS


5417110

SPEC CODE ITEM DESCRIPTION UNIT TOTAL

PARTICIPATING

TOTAL

PARTICIPATING

NON-

TOTAL

103 0100 CONTRACT BOND L SUM 0.5 0.5 1.0

202 0130 REMOVAL OF CURB & GUTTER LF 263 178 441

302 0120 AGGREGATE BASE COURSE CL 5 TON 672 1,019 1,691

430 2000 PATCHING TON 10 15 25

570 0240 DOWELED CONTRACTION JOINT ASSEMBLY LF 244 996 1,240

570 0424 DOWEL BARS EA 1,486 994 2,480

570 0700 CONC PVMT REPAIR-SPOT FULL DEPTH SF 13,433 20,372 33,805

570 0966 RANDOM PCC CRACK CLEANING & SEALING LF 1,176 17 1,193

570 1512 SPALL REPAIR-PARTIAL DEPTH SF 1,668 798 2,466

702 0100 MOBILIZATION L SUM 0.5 0.5 1.0

704 1000 TRAFFIC CONTROL SIGNS UNIT 3,285 589 3,874

704 1050 TYPE I BARRICADE EA 20 0 20

704 1052 TYPE III BARRICADE EA 60 14 74

704 1060 DELINEATOR DRUMS EA 94 0 94

704 1080 STACKABLE VERTICAL PANELS EA 40 0 40

704 1500 OBLITERATION OF PAVEMENT MARKING SF 6,157 1,157 7,314

722 6140 ADJUST GATE VALVE BOX EA 1 2 3

722 6200 ADJUST MANHOLE EA 10 5 15

748 0140 CURB & GUTTER-TYPE I LF 263 178 441

762 0112 EPOXY PVMT MK MESSAGE SF 746.5 0.0 746.5

762 0113 EPOXY PVMT MK 4IN LINE LF 3,132 3,232 6,364

762 0114 EPOXY PVMT MK 6IN LINE LF 4,422 0 4,422

762 0115 EPOXY PVMT MK 8IN LINE LF 527 0 527

762 0117 EPOXY PVMT MK 24IN LINE LF 902 40 942

772 2810 TEMPORARY TRAFFIC SIGNAL EA 4 0 4

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

10/19/2017 zachvlaminck P:\City\ND\ValleyCity\5417110\CAD\Design\Plans\Addendum #1\008QS_01.dgn4:36:11 PM

SU-2-990(054)058 8 1

Revised 10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

CONCRETE PAVEMENT

DATA SHEETS

8th Avenue SW (Participating)

Station Side Offset

Start

(Length x Width)

Spall Repair

(Length x Width)


Crack (LF)

Route and Seal

(LF)

Curb & GutterManhole

Adjust

Valve (EA)

Adjust Gate

Panel

Reinforced

209+21 RT 10’ 2’ x 2’

209+23 RT 0’ 20’ x 20.5’

209+34 LT 12’ 2’ x 2’ 15

209+50 LT 3’ 2’ x 2’

209+52 RT 18’ 2’ x 2’

209+58 LT 20’ 3’ x 3’

209+77 RT 18’ 2’ x 2’

209+79 RT 0’ 6’ x 12’

209+81 RT 12’ 26’ x 8.5’

209+81 LT 18’ 5’ x 2’

210+00 Intersection Winter Show Road & 8th Ave SW

210+17 LT 0’ 3’ x 2’

210+18 LT 18’ 2’ x 2’

210+20 RT 18’ 2’ x 2’

210+33 RT 0’ 2’ x 2’

210+44 RT 18’ 2’ x 2’

210+44 RT 13’ 2’ x 2’

210+51 RT 18’ 8’ x 2’

210+57 RT 12’ 2’ x 2’

210+59 RT 18’ 3’ x 2’

210+70 RT 3’ 4’ x 9’

210+83 RT 6’ 2’ x 6’

210+83 RT 12’ 2’ x 2’

210+85 RT 10’ 15’ x 4’

210+96 LT 7’ 2’ x 5’

210+98 RT 10’ 2’ x 2’

212+11 RT 3’ 2’ x 2’

212+23 RT 12’ 2’ x 2’

212+82 RT 3’ 2’ x 3’

212+82 RT 12’ 2’ x 2’

212+84 RT 12’ 2’ x 4’

212+97 RT 0’ 2’ x 12’

212+97 RT 12’ 2’ x 3’

213+08 RT 1’ 2’ x 4’

213+26 RT 3’ 2’ x 4’

213+26 RT 12’ 2’ x 4’

213+36 RT 12’ 2’ x 3’

213+48 RT 12’ 2’ x 2’

213+61 RT 12’ 2’ x 2’

213+74 RT 12’ 2’ x 3’

213+86 LT 0’ 2’ x 3’

213+86 RT 9’ 2’ x 3’

213+88 RT 3’ 2’ x 2’

213+88 RT 7’ 2’ x 2’

214+23 RT 4’ 2’ x 3’

214+25 RT 4’ 3’ x 3’

214+38 LT 0’ 2’ x 3’

214+63 RT 0’ 2’ x 2’

214+63 RT 4’ 2’ x 2’

214+74 RT 2’ 2’ x 2’

214+76 RT 4’ 2’ x 2’

215+11 LT 0’ 2’ x 8’

215+26 RT 12’ 15’ x 8.5’

215+52 RT 18’ 3’ x 2’

215+52 RT 2’ 2’ x 2’

215+62 LT 0’ 20

215+65 RT 10’ 2’ x 2’

4884

SU-2-990(054)058 411

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

10/19/2017 zachvlaminck P:\City\ND\ValleyCity\5417110\CAD\Design\Plans\Addendum #1\011DT_01.dgn1:50:58 PM

Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

10/25/17

Revised 10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

CONCRETE PAVEMENT

DATA SHEETS


Station Side Offset

Start

(Length x Width)

Spall Repair

(Length x Width)


Crack (LF)

Route and Seal

(LF)


Adjust

Valve (EA)

Adjust Gate

Panel

Reinforced

215+76 RT 12’ 7’ x 8.5’ Reinforced

215+76 LT 14’ 2’ x 2’

215+96 LT 18’ 2’ x 2’

215+96 RT 4’ 2’ x 2’

215+96 RT 0’ 13’ x 20.5’

215+96 RT 27’ 20

216+09 RT 12’ 2’ x 4’

216+09 RT 0’ 26’ x 12’

216+18 Intersection Riverview Drive & 8th Ave SW

216+48 RT 0’ 3’ x 2’

216+48 RT 14’ 8’ x 2’

216+61 LT 13’ 2’ x 3’

216+61 RT 14’ 36’ x 2’

217+00 RT 8’ 2’ x 4’

217+00 RT 12’ 2’ x 5’

217+12 RT 3’ 2’ x 2’

217+14 RT 9’ 2’ x 3’

217+14 RT 12’ 2’ x 3’

217+17 RT 12’ 3’ x 2’

217+26 RT 10’ 2’ x 2’

217+28 RT 10’ 2’ x 2’

217+28 RT 12’ 2’ x 2’

217+32 RT 12’ 2’ x 2’

217+42 RT 2’ 2’ x 2’

217+42 LT 6’ 2’ x 2’

217+44 LT 2’ 2’ x 7’

217+56 RT 0’ 2’ x 2’

217+78 RT 8’ 2’ x 2’

217+91 RT & LT 0’ 26’ 41’ 52

220+07 LT 10’ 2’ x 2’

220+07 LT 12’ 15’ x 8.5’

220+51 RT 12’ 13’ x 8.5’

221+98 LT 18’ 2’ x 2’

222+00 LT 0’ 14’ x 12’

222+00 RT 0’ 14’ x 20.5’

222+14 RT 12’ 15’ x 8.5’

225+92 RT 18’ 2’ x 2’

225+92 RT 9’ 2’ x 2’

225+92 LT 20’ 10

226+05 LT 6’ 13’ x 14.5’ Reinforced

226+16 Intersection Viking Drive & 8th Ave SW

228+74 LT 23’ 2’ x 2’

228+76 LT 11’ 7’ x 7’ 1 Reinforced

230+57 RT 6’ 2’ x 3’

230+90 LT 4’ 2’ x 8’

231+29 Intersection 6th St SW & 8th Ave SW

231+29 LT 0’ 12

231+35 LT 13’ 15

232+31 RT 7’ 29

234+26 LT 20’ 15


234+94 RT & LT 0’ 10’ x 24’ Reinforced

236+66 LT 0’ 12

236+78 CL 0’ 7’ x 7’ 1

238+27 LT 12’ 15’ x 8.5’ 15 Reinforced

238+27 RT 12’ 41’ x 8.5’ Reinforced

238+57 LT 0’ 21’ x 12’ Reinforced

4884

SU-2-990(054)058 511

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

Revised 10/25/17

10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

CONCRETE PAVEMENT

DATA SHEETS


Station Side Offset

Start

(Length x Width)

Spall Repair

(Length x Width)


Crack (LF)

Route and Seal

(LF)


Adjust

Valve (EA)

Adjust Gate

Panel

Reinforced

238+57 RT 20’ 2’ x 3’ Reinforced


239+00 RT & LT 20’ 16

239+93 RT 0’ 2’ x 2’

240+62 LT 0’ 14’ x 12’ 1 Reinforced

240+74 Intersection 3rd St SW & 8th Ave SW

240+74 CL 7’ x 7’ 1 Reinforced

240+76 LT 23’ 18’ x 17’ 1 Reinforced

244+31 RT 20’ 6

244+31 LT 20’ 6

244+44 RT 0’ 14’ x 12’ 1 Reinforced

244+47 CL 12 1

244+54 Intersection 2nd St SW & 8th Ave SW

244+54 LT 20’ 2’ x 2’

245+11 RT 0’ 3

246+67 LT 12’ 14’ x 8.6’ 12

246+73 RT 0’ 1

247+01 LT 20’ 22.5’ x 7’ Reinforced

4884

SU-2-990(054)058 611

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

Revised 10/25/17

10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

CONCRETE PAVEMENT

DATA SHEETS

Winter Show Road (Participating)

Station Side Offset

Start

(Length x Width)

Spall Repair

(Length x Width)


Crack (LF)

Route and Seal

(LF)


Adjust

Valve (EA)

Adjust Gate

Panel

Reinforced

310+00 Intersection 8th Ave SW & Winter Show Road

310+21 RT 20’ x 29’ x 26’

310+21 LT 0’ 5’ x 2’

310+21 LT 56’ 3.5’ x 3’

310+25 RT 20’ 5’ x 2’

310+42 LT 18’ 2’ x 2’

310+44 RT 18’ 3’ x 2’

310+70 LT 35’ 2’ x 2’

310+70 RT 12’ x 13’ x 8.5’ 13

310+73 LT 18’ 4’ x 2’

310+77 LT 20’ x 5

310+80 RT 12’ 3’ x 2’

310+81 RT 10’ 3’ x 2’

310+83 LT 18’ x 2’ x 2’

310+83 RT 12’ x 15’ x 8.5’

310+83 RT 0’ x 15’ x 12’

310+83 LT 0’ x 17’ x 12’

310+98 LT 12’ x 14’ x 8.5’

311+26 RT 12’ x 4

311+36 LT 10’ 3’ x 2’

311+52 RT 12’ 5’ x 2’

311+61 RT 10’ 4’ x 2’

311+63 RT 5’ 2’ x 2’

311+65 RT 5’ 2’ x 2’

311+65 RT 10’ 6’ x 2’

311+65 RT 12’ 6’ x 2’

311+87 RT 12’ 5’ x 2’

311+94 RT 12’ 6’ x 2’

311+98 RT 10’ 2’ x 2’

312+03 RT 12’ x 16’ x 8.5’ 16

312+16 RT 0’ 2’ x 2’

312+20 RT 12’ 4’ x 2’

312+37 RT 12’ 5’ x 2’

312+40 RT 5’ 2’ x 2’

312+46 RT 12’ 2’ x 2’

312+51 RT 10’ 4’ x 2’

312+51 RT 12’ 4’ x 2’

312+55 RT 10’ 2’ x 2’

312+55 RT 12’ 2’ x 2’

312+56 LT 10’ 2’ x 2’

312+61 RT 12’ 2’ x 2’

312+74 LT 20’ x 13

312+91 RT 10’ 2’ x 2’

313+06 LT 20’ x 5

313+32 RT 12’ 9’ x 3’

313+56 RT 0’ 2’ x 2’

313+65 RT 12’ x 8

313+65 RT 18’ 10’ x 2’

313+66 RT 0’ 7’ x 2’

313+71 RT 10’ 2’ x 2’

313+73 RT 20’ x 7

313+73 RT 18’ 7’ x 2’

313+92 RT 18’ 2’ x 2’

313+96 RT 1’ 2’ x 2’

314+11 RT 12’ 7’ x 2’

314+35 RT 1’ 2’ x 2’

314+74 RT 0’ 2’ x 8’

314+82 RT 12’ 3’ x 2’

314+98 RT 4’ 2’ x 2’

4884

SU-2-990(054)058 711

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

10/25/17

Revised 10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

CONCRETE PAVEMENT

DATA SHEETS

Winter Show Road (Participating)

Station Side Offset

Start

(Length x Width)

Spall Repair

(Length x Width)


Crack (LF)

Route and Seal

(LF)


Adjust

Valve (EA)

Adjust Gate

Panel

Reinforced

315+00 RT 4’ 2’ x 5’

315+08 RT 10’ 5’ x 2’

315+11 RT 3’ 2’ x 4’

315+13 RT 5’ 2’ x 2’

315+19 RT 10’ 2’ x 2’

315+24 RT 5’ 2’ x 2’

315+26 RT 5’ 2’ x 2’

315+43 RT 18’ 2’ x 2’

315+47 RT 20’ x 15’ x 4’ 18

315+56 RT 12’ x 7.5’ x 8.5’

315+64 RT 12’ x 12.7’ x 8.5’

315+64 RT 0’ x 12.7’ x 12’

315+64 LT 0’ x 12.7’ x 12’

315+64 LT 12’ x 12.7’ x 8.5’

315+67 RT 23’ x 10’ x 3’

18.4’ 13’

315+72 RT 36’ x 13.5’ x 13’

315+85 RT 23’ x 19.5’ x 13’

316+08 RT 20’ x 15’ x 2.5’ 14

316+49 RT 0’ 2’ x 12’

316+49 RT 12’ 2’ x 6’

316+51 RT 4’ 2’ x 8’

316+51 RT 12’ 2’ x 2’

316+80 LT 4’ 2’ x 2’

316+80 RT 0’ 2’ x 3’

317+16 RT 1’ 2’ x 2’

317+28 RT 10’ 2’ x 2’

317+34 RT 10’ 4’ x 2’

317+44 RT 12’ 2’ x 2’

317+68 RT 0’ 2’ x 2’

317+94 RT 3’ 2’ x 2’

318+20 LT 0’ 2’ x 2’

318+22 RT 18’ 3’ x 2’

318+30 RT 20’ x 1’ x 5’ 7

318+61 RT 0’ 2’ x 2’

319+11 RT 5’ 2’ x 2’

319+32 RT 12’ 2’ x 2’

320+33 RT 0’ 6’ x 2’

320+41 LT & RT 0’ x 40

320+41 LT & RT 0’ x 40

320+53 RT 18’ 2’ x 2’

320+67 RT 0’ x 14’ x 12’

320+85 Intersection 4th Ave SW & Winter Show Road

321+09 RT 0’ x 20

321+24 RT 0’ x 16

321+24 RT 16’ x 2’ x 4’

4884

SU-2-990(054)058 11

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

8

10/25/17

Revised 10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

CONCRETE PAVEMENT

DATA SHEETS

7th Street SE (Non-Participating)

Station Side Offset

Start

(Length x Width)

Spall Repair

(Length x Width)


Crack (LF)

Route and Seal

(LF)


Adjust

Gatevalve

Adjust

Panel

Reinforced

409+43 RT 0’ 13’ x 13’ Reinforced

409+76 RT 0’ 12.5’ x 6’

409+88 RT 0’ 12’ x 12’ 1

410+00 Intersection 12th Ave SE & 7th St SE

410+09 RT 37’ 12’ x 14’ Reinforced

410+09 LT 51’ 12’ x 7’

410+21 RT 37’ 6.5’ x 14’ 14

410+21 RT 51’ 6.5’ x 15’ 15

410+21 LT 51’ 5’ x 7’

410+21 RT 66’ 6.5’ x 8’ 8

410+57 LT 12’ 13’ x 7’ 2 Reinforced

410+84 RT 12’ 15’ x 6’ 15 Reinforced

410+99 RT 26

411+39 LT 12’ 14’ x 6.5’

411+45 LT 6’ 6

411+95 LT 0’ 2’ x 4’

412+38 LT 16’ 2’ x 2’

412+40 LT 0’ 2’ x 7’

412+66 LT 13’ 2’ x 5’

412+68 LT 0’ 2’ x 2’

413+08 LT 0’ 2’ x 3’

413+35 LT 15’ 2’ x 3’

413+47 LT 0’ 2’ x 4’

413+65 LT 14’ 2’ x 2’

413+93 LT 0’ 2’ x 2’

414+07 LT 0’ 13’ x 12’

414+07 RT 0’ 13’ x 12’ 1

414+07 LT 12’ 13’ x 6.5’

414+20 RT 0’ 15’ x 12’

414+83 LT 0’ 6.25’ x 18’

418+17 RT 16’ 2’ x 2’

418+70 RT 0’ 2’ x 2’

418+84 LT & RT 0’ 387’ x 24’ 1

419+58 LT 3

422+71 LT 13’ x 12’

423+21 LT & RT 0’ 12’ x 24’

423+43 LT 0’ 6’ x 18’

423+59 RT 12’ 12’ x 6’

423+59 RT 9’ 3

423+68 RT 12’ 6

423+75 RT 0’ 6’ x 2’

423+79 LT 0’ 12’ x 18’ 18

423+81 RT 0’ 11’ x 18’ 11

423+92 LT 12’ 4’ x 6’

423+92 LT & RT 0’ 60’ x 24’Reinforced

Some

424+22 LT 12’ 14’ x 7.5’ Reinforced

424+52 RT 15’ 2’ x 3’

424+75 RT 0’ 5’ x 2’

424+80 RT 0’ 2’ x 2’

424+92 LT 0’ 2’ x 2’

424+94 LT 12’ 14’ x 7’ Reinforced

425+09 LT 18’ 7

425+20 RT 16’ 2’ x 2’

425+22 RT 0’ 2’ x 2’

425+26 LT 12’ 4’ x 2’

425+29 CL 0’ 6’ x 6’ 1

426+26 LT 0’ 13’ x 12’

4884

SU-2-990(054)058 11

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

9

10/25/17

Revised 10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

CONCRETE PAVEMENT

DATA SHEETS

7th Street SE (Non-Participating)

Station Side Offset

Start

(Length x Width)

Spall Repair

(Length x Width)


Crack (LF)

Route and Seal

(LF)


Adjust

Gatevalve

Adjust

Panel

Reinforced

426+54 RT 0’ 12’ x 12’

426+68 LT 0’ 12’ x 12’

426+68 RT 0’ 12’ x 18’

426+80 LT 0’ 14’ x 12’

426+94 LT & RT 0’ 15’ x 24’ 1

427+45 RT 18’ 40

427+45 LT 0’ 14’ x 12’

427+59 LT 0’ 26’ x 18’

427+85 LT 0’ 76’ x 12’

428+38 RT 0’ 15’ x 12’

428+51 LT 16’ 2’ x 2’

428+93 LT 15’ 2’ x 3’

428+93 RT 0’ 2’ x 2’

429+21 LT 15’ 2’ x 3’

429+37 LT 0’ 15’ x 12’

429+37 RT 0’ 29’ x 18’ 15

429+66 LT & RT 0’ 40’ x 24’

430+06 RT 0’ 13’ x 12’ Reinforced

430+32 LT 12’ 14’ x 7.75’ Reinforced

430+74 RT 0’ 29’ x 12’ 6

4884

SU-2-990(054)058 11 10

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

10/25/17

Revised 10/25/17


KLJC 2017

SU-2-990(054)058

JN MS


5417110

DATA SHEETS

STRIPING

WINTER SHOW ROAD (Participating)

LENGTH QUANTITY UNIT

EPOXY PVMT MK 4IN LINE (10’ SKIP 30’ GAP) 760 190 LF

EPOXY PVMT MK 4IN LINE (DOUBLE LINE) 355 710 LF

EPOXY PVMT MK 6IN LINE (CROSS WALKS) 0 0 LF

EPOXY PVMT MK 8IN LINE (LANE MARKERS) 305 LF

EPOXY PVMT MK 24IN LINE (STOP BARS) 34 LF

EPOXY PVMT MK 24IN LINE (CONTINENTAL CROSSINGS) 0 LF

EPOXY PVMT MK MESSAGE EA

RIGHT ARROW (16 SF) 1 16

LEFT ARROW (16 SF) 0 0

STRAIGHT AND TURN (27 SF) 1 27

SCHOOL CROSSING (80 SF) 0 0

ONLY (22 SF) 0 0

TOTAL 43 SF

8TH AVENUE SW (Participating)




EPOXY PVMT MK 6IN LINE (CROSS WALKS) 771.5 1543 LF









ONLY (22 SF) 0 0

TOTAL 624 SF

5TH AVENUE NE (Participating)













ONLY (22 SF) 2 44

TOTAL 76 SF

7TH STREET SE (Non-Participating)













ONLY (22 SF) 0 0

TOTAL 0 SF

4884

SU-2-990(054)058 11 11

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

Revised 10/25/17

10/25/17


KLJC 2017

SU-2-990(054)058CITY OF VALLEY CITY, NORTH DAKOTA

JN MS 5417110

TYPICAL SECTIONS

Existing Curb & GutterExisting Curb & Gutter

8.5’12’12’8.5’

41’

or Valley Gutter

Existing Curb & Gutter/Mountable Curb & Gutteror Mountable Curb & Gutter

Existing Curb & Gutter

Existing 8" Non-Reinf Concrete Pavement CL AE

33’ to 48’

4.5’ to 11’12’12’4.5’ to 13’

Sta. 12+61 to 54+32

Typical Section

5th Avenue NE

Sta. 200+00 to 238+20

Typical Section

8th Avenue SW

8"-9" Non-Reinf PCC Pavement

4884

30

SU-2-990(054)058 1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

10/19/2017 zachvlaminck P:\City\ND\ValleyCity\5417110\CAD\Design\Plans\Addendum #1\030TS_001.dgn1:58:47 PM

Valley City, ND

Office of KLJ in


on and the original

PE- ,

Registration Number



Chad A. Petersen

Revised 10/25/17

10/25/17

Documents

November 1, 2017 - North Dakota Department of Transportation 22/ADDENDUM 1... · 008 570 0966random pcc crack cleaning & sealing lf 1,193. 009 570 1512spall repair-partial depth sf