3-Addenda 1.pdf

PDF 3 MB Posted Jul 17, 2025

Attached to: Fairfield Town- Fairfield Town Park Project
Solicitation number: RA26-7
Issued by: Utah County, Utah

About this file

Written by GovTribe AI · Aug 28, 2025

This document is an Addendum 1 for the Town Park Phase 1 project issued by Fairfield Town in Utah County, Utah, dated July 23, 2025. The addendum modifies the original contract documents and project manual, with three key changes: excluding the 5-inch topsoil layer from grading work, including the Stormwater Pollution Prevention Plan (SWPP) in the bid, and increasing the water service size from 1.5 inches to 2 inches to accommodate the sprinkler system. The addendum provides specific instructions for changes to pages C1.01, C2.10, and C4.01, and references attached plans for visual guidance.

The accompanying site plans detail the project's civil engineering specifications, including erosion control measures, site utilities, and general construction notes. The site is located at 69 W. Main Street in Fairfield Town and includes provisions for a detention pond, water line connections, fire hydrant assembly, and utility coordination with various local providers such as Dominion Energy and the local water and sewer districts. The plans specify technical details like 62 linear feet of 8" blue PVC water line, water service connections, and guidelines for utility protection and restoration.

View the file

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2-Town Park Pre-Bid Site Visit Sign-in Sheet (2).pdf	PDF	Jul 17, 2025
7-Untitled document.pdf	PDF	Jul 17, 2025
9-RA26-7 Courtesy Posting Close Out Docx.pdf	PDF	Jul 17, 2025
5-Fairfield Town Park Bid - Question - CAD 24129 PLN - Phase 1 - 7-28-25.zip	ZIP file	Jul 17, 2025
6-Pre Bid meeting Sign in Sheet 25-07-23.pdf	PDF	Jul 17, 2025
4-Fairfield Town Park Bid 25-07-15 (1).pdf	PDF	Jul 17, 2025
1-Fairfield Town Park Bid 25-07-15.pdf	PDF	Jul 17, 2025
8-Town Park Phase 1 Bid Questions.pdf	PDF	Jul 17, 2025

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Project Town Park Phase 1 Addenda 1 Date July 23, 2025 Owner Fairfield Town

This Addendum shall be considered part of the Contract Documents and Project Manual for the above-mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original Contract Documents and Project Manual, the Addendum shall govern and take precedence.

General

1. Page C1.01 #1: Exclude the 5-inch topsoil layer from grading work.

2. Page C2.10: Include the SWPP in the bid.

3. Page C4.01 #5: Increase the water service size from 1.5 inches to 2 inches to accommodate the sprinkler system.

Drawings

1. Page C1.01 #1: Exclude the 5-inch topsoil layer from grading work.

a. See attach plan

2. Page C2.10: Include the SWPP in the bid.

3. Page C4.01 #5: Increase the water service size from 1.5 inches to 2 inches to accommodate the sprinkler system.

a. See attach plan

XXXX

X X

XXXX

X X

X X X X X X

X X

MAIN STREET

p p p p p p p p p p p p p

EX LOG SEATING AND FIRE PIT ON

STATE PROPERTY TO BE MOVED

10' MIN FROM PROPERTY LINE

EX FENCE

TO REMAIN

EX FENCE

TO REMAIN

EX FENCE

TO REMAIN

EX FENCE

TO REMAIN EX FENCE

EDGE OF

ASPHALT

EX PROPANE TANK

TO REMAIN

XXXXX

X X X X X X X X X X X X X X

X X X X

S 88°46'48" E 485.30'

MAIN STREET

0°

'11 " W

.14

EX MONUMENT

HOUSE

X X

X X X

ICV

X X X

EX SIGN

X X

EX ICE MACHINE

CREEK

EDGE OF

ASPHALT

EDGE OF

ASPHALT

EX WOODEN STRUCTURE

TO BE RELOCATED 10' MIN.

FROM R-O-W LINE

EX BRICK

PAD TO REMAIN

EX BRICK PATHWAY

TO REMAIN

EX FENCE

TO REMAIN

EX BUILDING

TO REMAIN

EX POWER POLE AND

TEL. PED. TO REMAIN

PROJECT BENCHMARK

EX STRIPING TO BE REMOVED

x x x x x x x

XXXXXXXX

X X

XXXXXXXX

X X

66.00' R-O-W

TO BE

VACATED

EX FIRE HYDRANT TO REMAIN

66.00' R-O-W

TO BE

VACATED

EX 66.00'

R-O-W

EX 66.00'

R-O-W

EX 66.00'

PUBLIC R-O-W

30.00'

30.00' 6.00'30.00'

30.00'

301.29' 121.00'

GENERAL NOTES:

ALL WORK TO COMPLY WITH GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

PHASE 1 KEYED NOTES:

PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED

AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:

ROUGH GRADE ENTIRE SITE TO ELEVATIONS SHOWN AND INSTALL 5" TOPSOIL OVER ENTIRE SITE WITH THE EXCEPTION OF THE AREAS WHERE THE ROAD BASE FOR FUTURE DRIVEWAYS AND PARKING IS

SHOWN.

NEW DETENTION POND TO BE EXCAVATED IN THIS LOCATION. EXPORTED DIRT TO BE SPREAD

UNDERNEATH ROAD BASE OR SPREAD ACROSS SOUTH EAST PORTION OF SITE PRIOR TO PLACING

TOPSOIL. ONCE PROPERLY GRADED, PLACE 5" TOPSOIL OVER POND AREA.

INSTALL 8" ROAD BASE TO ELEVATIONS SHOWN FOR FUTURE PARKING LOT AND ACCESS DRIVEWAY.

EXISTING PIPE FOR CREEK TO REMAIN. CONTRACTOR TO REMOVE ALL SEDIMENT IN PIPE. GROOM

CHANNEL INLET AND OUTLET TO MATCH FLOW LINE OF PIPE AND REMOVE ANY OBSTRUCTIONS.

THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE LOCATION,

PROTECTION, AND RESTORATION

OF ALL BURIED OR ABOVE

GROUND UTILITIES, SHOWN OR

NOT SHOWN ON THE PLANS.

NOTICE!

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATE:

N S

CIVIL

SITE PLAN

C1.01

24129

TJO

RJP

1-07-25

. M

N S

N , U

T 1/

2, T

O W

S O

, R

G E

T, S .L

SCALE: 1" =

NORTH

30'

0 15' 30' 60' 90'

ROBERT J.

POIRIER

No. 375473-2202PR

ESS

IONAL ENGINEER

S TATE O F U T

AH1-07-25

Stephanie Shelley

SD SD SD

XXX

X X

X X X X X

X X X X

X X

MAIN STREET

p p p p p p p

EX LOG SEATING AND FIRE PIT ON

STATE PROPERTY TO BE MOVED

10' MIN FROM PROPERTY LINE

EDGE OF

ASPHALT

XXXXX

X X

X X X X X X X X X X

X X

XXXXX X X X

S 0°

6" W

.1 6'

N 89°38'49" W 481.55'

°3 1'

" E

.4 8'

S 88°46'48" E 485.30'

MAIN STREET

0°

'11 " W

.14

EX MONUMENT

EX BRIDGE

HOUSE

X X

ICV

X X

EX SIGN

CREEK

EDGE OF

ASPHALT

EDGE OF

ASPHALT

EX WOODEN STRUCTURE

TO BE RELOCATED 10' MIN.

FROM R-O-W LINE

EX BRICK

PAD TO REMAIN

EX BRICK PATHWAY

TO REMAIN

EX IRRIGATION DITCH

TO REMAIN IN USE EX IRRIGATION DITCH

TO REMAIN IN USE

EX BUILDING

TO REMAIN

x x x x x x x

XXXXX

X X

X X X X X X X X X X X

X X

XXXX

X X

RETENTION POND

10,750 C.F. DESIGN CAPACITY.

REQ'D STORAGE=10.684 C.F.

TOP=50.00

BOTTOM=48.00

GENERAL NOTES:

THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS REFERRED TO ON THIS SHEET SHALL BE USED IN

COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AGENCY'S EROSION CONTROL STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE AGENCY HAVING JURISDICTION. ALSO INSPECTORS WILL HAVE THE RIGHT TO CHANGE THE FACILITIES AS NEEDED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE LOCATIONS OF ALL EXISTING

UTILITIES. IF CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO

CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL.

WHEN GRADING OPERATIONS HAVE BEEN COMPLETED AND THE DISTURBED GROUND SHALL BE LEFT "OPEN" FOR 30 DAYS OR MORE THE AREA SHALL BE FURROWED PARALLEL TO THE CONTOURS OF THE

AREA.

THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES TO ACCOMMODATE PROJECT PLANNING.

MAINTENANCE:

THE OWNER'S REPRESENTATIVE SHALL MAKE ROUTINE CHECKS ON ALL EROSION CONTROL MEASURES TO DETERMINE IF REPAIRS OR SEDIMENT REMOVAL IS NECESSARY. DUE TO CONDITIONS THAT MAY ARISE IN

THE FIELD, ADDITIONAL CONTROL MAY BE DETERMINED TO BE NECESSARY.

SILT FENCE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT THE LEAST

DAILY DURING PROLONGED RAINFALL.

CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCES, END RUNS, AND

UNDERCUTTING BENEATH SILT FENCING.

NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SILT FENCING SHALL BE ACCOMPLISHED

PROMPTLY.

SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE

LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

KEYED NOTES:

PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR

REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:

SILT FENCE AS SHOWN ON PLAN. SEE DETAIL 'C3', SHEET C5.02.

INLET PROTECTION AROUND EXISTING OR NEW STORM DRAIN CATCH BASINS OR CURB INLETS. SEE

DETAIL 'A1', SHEET C5.02.

TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 'C1', SHEET C5.02. LOCATION SHOWN IS

SUGGESTIVE. CONTRACTOR TO RELOCATE AS NEEDED.

CONCRETE WASHOUT AREA. CREATE A MIN. 10'X10' AREA WITH A 1' HIGH BERM. LINE AREA WITH PLASTIC. DISCARD WASTE IN DUMPSTER WHEN FULL AND LEGALLY DISPOSE OF. SEE DETAIL 'A3', SHEET C5.02. LOCATION SHOWN IS SUGGESTIVE. CONTRACTOR TO RELOCATE AS NEEDED.

CONSTRUCTION DUMPSTER, CHECK LEVEL DAILY, LEGALLY DISPOSE OF WASTE AS NEEDED.

LOCATION SHOWN IS SUGGESTIVE. CONTRACTOR TO RELOCATE AS NEEDED.

PORTABLE CONSTRUCTION TOILET. TOILET TO BE PROPERLY SECURED TO PREVENT TIPPING.

BUILD 6" BERM AROUND TOILET TO CONTAIN ANY SPILLS OR LEAKAGE. CHECK LEVEL DAILY.

LEGALLY DISPOSE OF WASTE AS NEEDED. SEE DETAIL 'C5', SHEET C5.02. LOCATION SHOWN IS

SUGGESTIVE. CONTRACTOR TO RELOCATE AS NEEDED.

MATERIAL STORAGE AND STOCK PILE AREA. SEE DETAIL 'A5', SHEET C5.03. LOCATION SHOWN IS

SUGGESTIVE. CONTRACTOR TO RELOCATE AS NEEDED.

THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE LOCATION,

PROTECTION, AND RESTORATION

OF ALL BURIED OR ABOVE

GROUND UTILITIES, SHOWN OR

NOT SHOWN ON THE PLANS.

NOTICE!

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATE:

N S

EROSION

CONTROL

PLAN

C2.10

24129

TJO

RJP

1-07-25

. M

N S

N , U

T 1/

2, T

O W

S O

, R

G E

T, S .L

SCALE: 1" =

NORTH

50'

0 25' 50' 100' 150'

4 5 6 7

SF SF SF

ROBERT J.

POIRIER

No. 375473-2202PR

ESS

IONAL ENGINEER

S TATE O F U T

AH1-07-25

SD SD SD

XXX

X X

X X X X X

X X X X

X X

MAIN STREET

p p p p p p p

EX LOG SEATING AND FIRE PIT ON

STATE PROPERTY TO BE MOVED

10' MIN FROM PROPERTY LINE

EX FENCE

TO REMAIN

EX FENCE

TO REMAIN

EX FENCE

TO REMAIN

EX FENCE

TO REMAIN EX FENCE

EDGE OF

ASPHALT

EX PROPANE TANK

TO REMAIN

w w w w w w w w w w w w w w w w w w w w w w w w

XXXXX

X X

X X X X X X X X X X

X X

XXXX

WIRE FENCE

X X X X

8" MAIN STREET

EX MONUMENT

EX BRIDGE

HOUSE

X X

ICV

X X

EX SIGN

EX ICE MACHINEEB

CREEK

EDGE OF

ASPHALT

EDGE OF

ASPHALT

TR 8 7

EX WOODEN STRUCTURE

TO BE RELOCATED 10' MIN.

FROM R-O-W LINE

EX BRICK

PAD TO REMAIN

EX BRICK PATHWAY

TO REMAIN

EX IRRIGATION DITCH

TO REMAIN IN USE

EX FENCE

TO REMAIN

EX IRRIGATION DITCH

TO REMAIN IN USE

EX FENCE

TO REMAIN

EX BUILDING

TO REMAIN

EX POWER POLE AND

TEL. PED. TO REMAIN

PROJECT BENCHMARK

EX STRIPING TO BE REMOVED

x x x x x x x

XXXXX

X X

X X X X X X X X X X X

X X

XXXX

X X

RETENTION POND

10,750 C.F. DESIGN CAPACITY.

REQ'D STORAGE=10.684 C.F.

TOP=50.00

BOTTOM=48.00

GENERAL NOTES:

CONTRACTOR IS TO COORDINATE ALL SITE UTILITIES WITH PLUMBING DRAWINGS.

ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY

STANDARDS & SPECIFICATIONS.

ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING

MUNICIPALITY STANDARDS & SPECIFICATIONS.

CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND

OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES.

FOUR FEET OF COVER IS REQUIRED OVER ALL SEWER LINES.

MAINTAIN A MINIMUM OF 48 INCHES OF COVER ON ALL WATER LINES.

CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW COMMUNICATION / DATA FACILITIES TO

BUILDING WITH UTILITY PROVIDER.

CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW NATURAL GAS FACILITIES TO BUILDING

WITH DOMINION ENERGY AND MECHANICAL PLANS.

LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. CONTRACTOR IS TO VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE

CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN.

UTILITY PROVIDERS:

WATER: WATER PROVIDER

SEWER: SEWER DISTRICT

NATURAL GAS: DOMINION ENERGY

ELECTRICAL POWER: POWER PROVIDER

TELEPHONE: CENTURY LINK

KEYED NOTES:

PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR

REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:

62 LF 8" BLUE PVC C-900 DR-18 WATER LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING. SEE DETAIL 'C4', SHEET C5.03 FOR TRENCHING AND APWA PLAN NO. 561 FOR THRUST BLOCKING.

CONNECT TO EXISTING WATER MAIN PER APWA STANDARDS AND SPECIFICATIONS.

CONNECT NEW 1-1/2" TYPE 'K' COPPER WATER SERVICE LINE TO NEW 8" WATER MAIN, PER APWA

PLAN NO. 552.

FIRE HYDRANT ASSEMBLY COMPLETE, PER APWA PLANS NO. 511. EXISTING FIRE HYDRANT MAY BE

RE-USED IF DEEMED IN ACCEPTABLE CONDITION BY THE INSPECTOR.

8" GATE VALVE WITH VALVE BOX. SEE DETAIL 'B2', SHEET C5.03.

1-1/2" WATER SERVICE METER SET, PER APWA PLANS NO. 522 & 505.

THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE LOCATION,

PROTECTION, AND RESTORATION

OF ALL BURIED OR ABOVE

GROUND UTILITIES, SHOWN OR

NOT SHOWN ON THE PLANS.

NOTICE!

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATE:

N S

SITE

UTILITY

PLAN

C4.01

24129

TJO

RJP

1-07-25

. M

N S

N , U

T 1/

2, T

O W

S O

, R

G E

T, S .L

SCALE: 1" =

NORTH

50'

0 25' 50' 100' 150'

ROBERT J.

POIRIER

No. 375473-2202PR

ESS

IONAL ENGINEER

S TATE O F U T

AH1-07-25

2 inch

File details come from the government source that posted it. Updated Aug 28, 2025.