5-009113 01 Addendum No 1 Spdf.pdf

Vernal City 00 91 13.01 Addendum No. 1 Roadway Rehabilitation-500 South (2608-015) Page 1 of 3

DOCUMENT 00 91 13.01

ADDENDUM NO. 1

September 3, 2026

RE: Vernal City – Roadway Rehabilitation-500 South Project No. 2608-015

FROM: Jones & DeMille Engineering, Inc.

205 North Vernal Avenue Vernal, Utah 84078

TO: Prospective Bidders

This addendum forms a part of the Contract Documents and modifies the original Procurement Documents, dated August 28, 2026, as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.

This Addendum consists of 3 pages and 1 attachment (containing 3 pages and 4 drawing sheets).

CHANGES TO CONTRACTING REQUIREMENTS:

1. Document 00 73 11 – Supplementary Conditions, deleted Article 7.09, 7.10 and 7.13.

CHANGES TO SPECIFICATIONS:

2. Section 01 22 19 – Unit Price Measurement and Payment, adjusted basis of payment of items 1-9, 1-10, and 1-11.

CHANGES TO DRAWINGS:

3. Sheet TS-01 – Typical Section, Updated stationing, note, and added cross slope labels.

4. Sheet PL-08 – Site Plan, Moved label that was covering valve box symbol.

5. Sheet DT-01 – Detail, Updated notes on details.

6. Sheet DT-02 – Detail, Updated note on concrete manhole collar detail.

QUESTION AND ANSWERS:

Q1: Would Vernal City be willing to push the project to next spring? If so, where can we note intentions of performing the project next spring?

Roadway Rehabilitation-500 South (2608-015) Page 2 of 3

A: As stated in the bid advertisement, the anticipated end date for this project is November 15, 2026. If weather conditions appear to be unfavorable Vernal City may elect to push the project to next spring.

A preliminary schedule noting approximate start and end dates is required to be included as part of the bid.

Q2: Will Vernal City and Jones and DeMille consider approving a prime contractor to subcontract more than 50% of the contract price on this project? For the purposes of the 50% calculation are direct material purchases and supply only purchase orders placed by the prime excluded from “work” awarded to the subcontractors?

A: A prime contractor may be considered if they meet the minimum qualifications outlined in Document 0045 13 Bidders Qualifications Section

1.3. The 50% requirement does not include direct material purchases or supply-only purchases orders placed by the prime.

Q3: Is the asphalt removed from milling the contractors, or is the owner retaining possession? If so, where is the dump site for Vernal City?

A: Per the Measurement and Payment for both of the Rotomilling bid items, the contractor is responsible for the disposal of millings. If the contractor does not want the millings, the city may accept some millings for future use and they are to be delivered to their yard at 1500 East and 500 North. This will be dependent on available space at the yard.

Otherwise, the contractor will be responsible to dispose of them.

Q4: Will Jones and DeMille be providing survey shots for the manholes, water valves, and paint striping?

A: Jones and DeMille will provide construction staking for paint striping, and water valves and manholes after paving as needed for this project.

Q5: Is SKAPS SW315 an approved equal for the Mirafi 600x?

A: Yes, as this substitute appears to meet the performance requirements of the specified product.

Q6: What mix design needs to be used?

A: Per Section 32 12 16 the mix should be a ½ inch Superpave mix with a PG 64-34 binder.

Q7: Can a fiber mesh be used in the concrete collars in place of the rebar?

A: No, the concrete collars should be reinforced according to the details shown in the project plans.

Roadway Rehabilitation-500 South (2608-015) Page 3 of 3

Q8: What type of traffic control is expected? Can the roads be closed?

A: The contractor must submit a traffic control plan for approval prior to commencing work. Roads may be closed to local traffic only during ongoing construction in each area, with proper detour signage being utilized to inform drivers of alternate routes. This is a heavily utilized road and proper traffic control will be extremely important.

Q9: What is the purpose of the 4” deep milling section?

A: In that area the asphalt is 2 to 3 inches thick and has approximately 14 inches of road base. The contractor shall remove the asphalt and top few inches of road base in the area and place 4” of asphalt over the road base.

Please note the measurement and payment for the Rotomilling – 4 Inch Depth item includes conditioning the milled surface including conditioning the underlying road base in preparation for paving.

Signed:

Bart Jensen, Project Manager

END OF ADDENDUM

Exhibit A—Software Requirements for Electronic Document Exchange

EJCDC® C-800, Supplementary Conditions of the Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

Contractor’s Pollution Liability Policy limits of not less than:

Each Occurrence/Claim $1,000,000

General Aggregate $2,000,000

ARTICLE 7—CONTRACTOR’S RESPONSIBILITIES

7.03 Labor; Working Hours

SC-7.03 Add the following new paragraphs immediately after Paragraph 7.03.C:

D. When employing workers in construction of public works by the state or any county or municipality or by persons contracting with the state or any county or municipality, preferences shall be given citizens of the United States, or those having declared their intention of becoming citizens. This provision is in accordance with Utah Code Section 34-30-

1. If the Contractor does not comply with this requirement, the Owner may terminate the

Contract in accordance with Article 16 of the General Conditions.

E. In accordance with the State of Utah law, the Contractor shall register and participate in the

State of Utah Status Verification System to verify the work eligibility status of the

Contractor’s new employees that are employed in the State of Utah.

7.07 Concerning Subcontractors and Suppliers

SC-7.07 Add the following new paragraph immediately after Paragraph 7.07.M:

O. The Contractor shall not award work valued at more than fifty percent of the Contract Price to Subcontractor(s), without prior written approval of the Owner and Engineer.

7.09 Permits

SC-7.09 Add the following new paragraphs immediately after Paragraph 7.09.A:

1. The Contractor shall obtain and pay for a heavy haul permit through the Sevier County

Road Department. Contact at 435-896-4831.

2. When trenching within Sevier County road right-of-way, the Contractor shall obtain and pay for a permit through the Sevier County Road Department. Contact at 435-896-4831.

7.10 Taxes

SC-7.10 Add a new paragraph immediately after Paragraph 7.10.A:

A. Owner is exempt from payment of sales and compensating use taxes of the State of Utah and of cities and counties thereof on all materials to be incorporated into the Work.

1. Owner will furnish the required certificates of tax exemption to Contractor for use in the purchase of supplies and materials to be incorporated into the Work.

2. Owner’s exemption does not apply to construction tools, machinery, equipment, or other property purchased by or leased by Contractor, or to supplies or materials not incorporated into the Work.

7.13 Safety and Protection

Vernal City 01 22 19 Unit Price Measurement Roadway Rehabilitation-500 South (2608-015) Page 2 of 3 and Payment

1-3 Rotomilling – 2 Inch Depth: 32 01 16.17

Basis of Measurement:

By square yard.

Basis of Payment: Includes milling of existing pavement to required depth and width, disposal of milled material and cleaning of milled surface.

1-4 Rotomilling - 4 Inch Depth: 32 01 16.17

Basis of Measurement:

By square yard.

Basis of Payment: Includes milling of existing pavement to required depth and width, disposal of milled material, cleaning of milled surface where applicable, scarifying, watering, and recompacting untreated base course where applicable, and incidental work.

1-5 Base Soft Spot Repair: 32 01 23.19

Basis of Measurement:

By cubic yard as determined by Engineer

Basis of Payment: Includes removal and disposal of existing aggregate base course and subgrade soil as necessary, subgrade preparation, untreated base course, compaction, and incidental work. If used, geogrid and geofabric will be measured separately.

1-6 Geogrid: 32 01 23.19

Basis of Measurement:

By square yard in place as determined by Engineer. Overlaps will not be measured.

Basis of Payment: Includes subgrade preparation, geogrid, accessories, and incidental work.

1-7 Geofabric: 32 01 23.19

Basis of Measurement:

By square yard in place as determined by Engineer. Overlaps will not be measured.

Basis of Payment: Includes subgrade preparation, geofabric, accessories, and incidental work.

1-8 HMA Overlay – ½ inch: 32 12 16

Basis of Measurement:

By ton from weigh tickets.

Basis of Payment: Includes mix design, tack coat, aggregate, asphalt, hydrated lime or chemical anti-striping agent, hauling, placing, compacting, and incidental work.

1-9 Reconstruct Manhole: 33 01 93

Basis of Measurement:

By each unit.

Basis of Payment: Includes excavation, removal of concrete collars where applicable, lowering or raising manhole, grade rings, whirlygig riser, untreated base course backfill, compaction, reinforcing steel, concrete, finishing, and incidental work.

Vernal City 01 22 19 Unit Price Measurement Roadway Rehabilitation-500 South (2608-015) Page 3 of 3 and Payment

1-10 Reconstruct Valve Box: 33 01 93

Basis of Measurement:

By each unit.

Basis of Payment: Includes excavation, removal of concrete collars where applicable, lowering or raising valve box, untreated base course, backfill, compaction, reinforcing steel, concrete, finishing, and incidental work.

1-11 Pavement Marking Paint: 32 17 23.13

Basis of Measurement:

By gallon from weigh tickets

Basis of Payment: Includes surface preparation, paint, beads, application, and incidental work.

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION – Not Used

END OF SECTION

22.50 ± *22.50 ± *

RURAL TYPICAL SECTION

STA: 105+00 to 110+44

ROTOMILL AND OVERLAY EXTENTS

22.50 ± *22.50 ± *

URBAN TYPICAL SECTION

STA: 5+75 to 8+51 STA: 10+21 to 12+65 STA: 20+67 to 23+91 STA: 46+62 to 52+00 STA: 56+21 to 57+22 STA: 71+73 to 79+00 STA: 85+69 to 89+00

ROTOMILL AND OVERLAY EXTENTS

PROTECT IN PLACE

CURB, GUTTER, & SIDEWALK

PROTECT IN PLACE

CURB, GUTTER, & SIDEWALK

TYPICAL SECTION

A

SUBMITTAL

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

F

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

/3 /2

6:

P M

F ile P at h:

H :\2

8-

5\ dw g\

So ut h\ D

T_

-0

.d w g

TS-01

FOR BIDDING ONLY

ROADWAY

REHABILITATION - 500

SOUTH

VERNAL CITY

2608-015

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

URBAN LEFT (NORTH) SIDE RURAL RIGHT (SOUTH) SIDE

STA:12+65 to 20+67 STA: 23+91 to 46+62 STA: 52+00 to 56+21 STA: 57+22 to 71+73 STA: 79+00 to 85+69

RURAL LEFT (NORTH) SIDE URBAN RIGHT (SOUTH) SIDE

STA: 89+00 to 105+60

EXISTING GROUND

*WIDTH VARIES, DIMENSION SHOWN IS THE AVERAGE WIDTH. CONTRACTOR TO ROTOMILL AND OVERLAY ROAD AS SHOWN ON PLAN SHEETS

EXISTING ASPHALT

EXISTING UNTREATED BASE COURSE

2" ROTOMILL

2" OVERLAY

2" ROTOMILL

2" OVERLAY

EXISTING ASPHALT

EXISTING UNTREATED BASE COURSE

4" ROTOMILL

4" OVERLAY

(IN SELECT AREAS ONLY AS OUTLINED ON PL SHEETS)

VARIES

MATCH EXISTING SLOPE

VARIES

MATCH EXISTING SLOPE

VARIES

MATCH EXISTING SLOPE

VARIES

MATCH EXISTING SLOPE

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: 5 .5

R T

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4+

: 5 .7

R T

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CUT LINE

STA:104+97.39

OFF:30.4' LT

CUT LINE

STA:104+96.89

OFF:31.6' RT

P.

IN

P . M

AN

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ST

A

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CUT LINE

STA:105+60.97

OFF:0.9' LT

Pr in t D at e:

/3 /2

6:

P at h:

H :\2

8-

5\ dw g\

So ut h\ D

&P P_

-0

.d w g

PL-08

FOR BIDDING ONLY

ROADWAY

REHABILITATION - 500

SOUTH

VERNAL CITY

2608-015

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

A

SUBMITTAL

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

F

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

SITE PLAN

SE

E

SH

EE

T

PL

-0

500 EAST

N O

R T

H

50'0 25'

1 Inch = 50 Feet

12' TYP.

12' TYP.

2" ROTOMILL AND OVERLAY

500 SOUTH

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ROTOMILL EXISTING ASPHALT (2" THICK)

HOT MIX ASPHALT OVERLAY - 1/2" MIX. (2" THICK)

2" ROTOMILL &

OVERLAY

PAVEMENT SECTION

EXISTING ASPHALT

(THICKNESS VARIES)

PROTECT IN PLACE

TACK COAT

EXISTING UNTREATED

BASE COURSE

BASE SOFT SPOT REPAIR

BASE SOFT SPOT REPAIR

DEPTH VARIES, SEE NOTE 2

WIDTH & LENGTH VARIES

SEE NOTE 2

NOTES:

1. ALL MATERIALS INCLUDED IN ROTOMILL AND OVERLAY PAVEMENT SECTIONS WILL

BE PAID FOR AS SEPARATE ITEMS.

2. SOFT SPOT REPAIR LOCATIONS AND SIZES WILL VARY AS DETERMINED BY

ENGINEER.

3. GEOGRID / GEOFABRIC WILL BE USED AT DISCRETION OF ENGINEER.

4. GEOGRID / GEOFABRIC WILL BE PAID FOR AS SEPARATE ITEMS.

EXISTING UNTREATED BASE COURSE

(THICKNESS VARIES)

FINISHED GRADE

GEOGRID / GEOFABRIC

AS INDICATED BY ENGINEER

ROTOMILL AND OVERLAY PAVEMENT SECTION

SEE DETAILS

EXISTING GRANULAR BORROW /

EXISTING SUBGRADE MATERIAL UNTREATED BASE COURSE

HOT MIX ASPHALT OVERLAY - 1/2" MIX.

PLACED IN TWO 2" LIFTS

(4" TOTAL THICKNESS)

ROTOMILL EXISTING BASE COURSE (2" THICK ±).

SCARIFY, MOISTURE CONDITION, & RECOMPACT BASE COURSE

ROTOMILL EXISTING ASPHALT

(THICKNESS VARIES,

TYPICAL THICKNESS = 2" ±)

EXISTING BASE COURSE

4" ROTOMILL &

OVERLAY

PAVEMENT SECTION

DETAIL

A

SUBMITTAL

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

F

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

/3 /2

6:

P at h:

H :\2

8-

5\ dw g\

So ut h\ D

T_

-0

.d w g

DT-01

FOR BIDDING ONLY

ROADWAY

REHABILITATION - 500

SOUTH

VERNAL CITY

2608-015

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

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MANHOLE CONCRETE COLLAR

FINISHED GRADE

SECTION

PLAN

2'-6" 2'-6"

5'-0" DIA

8"

#4 BARS

PRECAST REINFORCED

CONCRETE ECCENTRIC

MANHOLE CONE

5'-0" DIA

8" THICK

CONCRETE

COLLAR

#4 BARS

(8 PLACES TYP)

3" TYP

3"

TYP

NOTE:

1. USE NO MORE THAN 12"

OF GRADE RINGS TO ARRIVE

AT REQ'D FINISH GRADE .

1/2" DROP FROM TOP OF FINISHED ASPHALT

TO TOP OF FINISHED CONCRETE COLLAR

REUSE SALVAGED RING AND

COVER ON ADJUSTED MANHOLES

PRECAST GRADE RING

TUBULAR LDPE FORM (WHIRLyGIG

OR EQUIVALENT) TO SUPPORT 1,000

LBS/SF RADIAL STATIC LOAD.

INSTALL ACCORDING TO WHIRLyGIG

RECOMMENDATIONS. LEAVE IN

PLACE AFTER POURING CONCRETE.

MONOLITHIC CONCRETE POUR

PAVEMENT EDGE

1/ 4"

CONCRETE

EDGE OF PAVEMENT AFTER COMPACTION

TACK COAT

HMA PAVEMENT

UNTREATED BASE COURSE

PLAN

WATER

SECTION

CONCRETE

COLLAR

(8) #4 BARS, 12" LONG

REINFORCEMENT

3" MIN. (TYP.)

2' DIA.

2' DIA.

8"

FINISHED

GRADE

CONCRETE

COLLAR

LID

(8) #4 BARS, 12" LONG

REINFORCEMENT

VALVE BOX

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER WATER

FOUR VALVE COLLAR

THREE VALVE VALVE COLLAR

TWO VALVE VALVE COLLAR

1' TYP

#4 BARS, MIN 12" LONG

REINFORCEMENT (TYP.)

#4 BARS, MIN 12" LONG

REINFORCEMENT (TYP.)

VALVE CONCRETE COLLAR DETAIL

DETAIL

A

SUBMITTAL

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

B

C

D

E

F

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

/3 /2

6:

P at h:

H :\2

8-

5\ dw g\

So ut h\ D

T_

-0

.d w g

DT-02

FOR BIDDING ONLY

ROADWAY

REHABILITATION - 500

SOUTH

VERNAL CITY

2608-015

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

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