15-!-CS27009-Stage II-26360490-DFCM Addendum 4.pdf

DFCM Addendum Cover Page, 2.26.2026

DFCM Addendum #4

Reference: Northern Utah Veterans Cemetery DFCM Project #26360490 U3P Event #CS27009-Stage II

Date: September 1, 2026

To: Contractors

From: The Division of Facilities Construction and Management

Note:

This Addendum shall be included as part of the Contract Documents. Items in this Addendum apply to all drawings and specification sections whether referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in the Addendum. Bidders are required to acknowledge receipt of this Addendum when their bid is submitted. Failure to do so may subject the Bidder to disqualification.

Addendum Items

Solicitation Schedule Changes: There are no changes to the Solicitation Schedule in this addendum.

DFCM Addendum Items: N/A

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A/E Addendum Items: A/E Addendum # 2 Contractor Questions/Responses: + drawings Contract Document Clarifications/Revisions: +drawings Civil Plan Revision: + drawings

Total Attached Pages: 5

A D D E N D U M

S I T E A N D L A N D S C A P E A R C H I T E C T S

To: Bidding Contractors Date: August 31, 2026

Company: G Brown Design From: Mathew Winward

GBD Project No: U26-010

Project: Northern Utah Veterans Cemetery – DFCM #26360490

Re: Bidding Addendum #4

Distribution: Bidding Contractors, DFCM, File

Description / Remarks:

Bidding Addendum

Contractor Questions/Responses:

Question: While reviewing the bid documents, we noticed what appears to be missing storm drain information that may impact our ability to accurately quantify and price the work. Specifically, the area highlighted in green on the attached exhibit does not appear to be accounted for in the provided storm drain information. Additionally, the Storm Drain Layout table appears to be missing several structures/boxes shown on the plans. A significant portion of the missing information relates to storm drain pipe sizes and associated connections, making it difficult to fully determine the scope of work.

We understand the question period has already passed. However, we believe the extent of the missing information may warrant clarification so all bidders can price the work consistently. In particular, the missing storm drain pipe size information could have a substantial impact on quantities and pricing.

Could you please advise whether additional information will be provided or if there is another plan sheet/detail we should reference?

Answer: The plans have been revised to address the contractors' concerns regarding the storm drain information. The pipe table on Sheet CG-601 has been updated and now includes all pipe lengths. In addition, the plan view on CG-208 has been extended to better illustrate the pipe alignment. A minor adjustment was also made to MH3, and this revision is reflected on Sheets CG-205 and CG-602. These updates are intended to clarify the design and provide the missing information identified during review.

Contract Document Clarifications/Revisions:

Civil Plan Revision – see attached Revised Sheets CG205, CG208, CG601, CG602 containing the following revisions:

• Sheet CG205 – A minor adjustment was made to MH3.

• Sheet CG208 – viewport of the plan has been extended to better illustrate pipe alignment.

• CG601 – has been updated and now includes all pipe lengths.

• CG602– A minor adjustment was made to MH3, the manhole layout table has been updated on CG-602.

Attachments:

• Revised Civil Drawing Sheets CG205, CG208, CG601, CG602 End Addendum

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UTAH DIVISION OF FACILITIES

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DFCM APPROVAL STAMP

1 ADDENDUM 1 8/18/26

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6875 S 900 E SALT LAKE CITY, UT 84047

TEL 801.523.0100 | sunrise-eng.com

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ADDENDUM 4 8/31/26

CG-205

GRADING & DRAINAGE

SITE GRADING &

DRAINAGE 1

ORTHN

STORM DRAIN LEGEND

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WALL FFE: 4573.27

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WALL FFE: 4573.49

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FFE: 4570.45

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TRENCH DRAIN (SEE DETAIL C SHEET CG-606)

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TRENCH DRAIN (SEE DETAIL E SHEET CG-606)

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TRENCH DRAIN (SEE DETAIL C SHEET CG-606)

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CUT NOTCH IN PRECAST MANHOLE TO ALLOW EXTENSION OF TRENCH DRAIN INTO MANHOLE

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6" PVC SDR-35 FIELD FIT & CONNECT TO PROP. SD PIPE

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MATCHLINE SHEET CG-206

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HORIZ: 1" =

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STORM DRAIN (SD) - SEE DETAIL A, SHEET CG-601 FOR ADDITIONAL INFORMATION

AutoCAD SHX Text MANHOLE (MH) (SEE DETAIL A, SHEET CG-602) SINGLE (SCCB) AND DOUBLE (DCCB) CURB CATCH BASINS (SEE DETAIL A, SHEET CG-603) DRAINAGE DITCH CATCH BASIN (DDCB) (SEE DETAIL A, SHEET CG-604) STORM DRAIN CONNECTION (SDC) (SEE DETAIL A, SHEET CG-605)

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SD

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CRYPT DRAIN (CD) - SEE DETAIL A, SHEET CG-601 FOR ADDITIONAL INFORMATION

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CD

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MATCHLINE SHEET CG-207

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1 ADDENDUM 1 8/18/26

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CG-208

GRADING & DRAINAGE

SITE GRADING &

DRAINAGE 4

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STORM DRAIN LEGEND

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TRENCH DRAIN (SEE DETAIL C SHEET CG-606)

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CUT NOTCH IN PRECAST MANHOLE TO ALLOW EXTENSION OF TRENCH DRAIN INTO MANHOLE

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STORM DRAIN (SD) - SEE DETAIL A, SHEET CG-601 FOR ADDITIONAL INFORMATION

AutoCAD SHX Text MANHOLE (MH) (SEE DETAIL A, SHEET CG-602) SINGLE (SCCB) AND DOUBLE (DCCB) CURB CATCH BASINS (SEE DETAIL A, SHEET CG-603) DRAINAGE DITCH CATCH BASIN (DDCB) (SEE DETAIL A, SHEET CG-604) STORM DRAIN CONNECTION (SDC) (SEE DETAIL A, SHEET CG-605)

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SD

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CRYPT DRAIN (CD) - SEE DETAIL A, SHEET CG-601 FOR ADDITIONAL INFORMATION

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AutoCAD SHX Text No. 14265352 MARK S. S. AUGUSTINE

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CG-601

GRADING & DRAINAGE

DRAINAGE DETAILS -1

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION, WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASSIFICATIONS ARE PER THE LATEST VERSION OF ASTM D2321. CLASS IVB MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OF

ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS.

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 12"-24" (300mm-600mm) DIAMETER PIPE; 6" (150mm) FOR 30"-60" (750mm-1500mm) DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF

A SOIL EXPERT.

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS; CLASS I OR II MATERIAL COMPACTED TO 90% SPD AND CLASS III COMPACTED TO 95% SPD IS REQUIRED.

FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24" (600mm) OF COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT

OR TO TOP OF RIGID PAVEMENT.

7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04.

TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS

TABLE 2, MINIMUM RECOMMENDED COVER BASED ON

VEHICLE LOADING CONDITIONS

* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER

TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, ft

FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD

RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING

ASSUMPTIONS:

NO HYDROSTATIC PRESSURE

UNIT WEIGHT OF SOIL (үs) = 120 PCF

HP STORM TRENCH INSTALLATION DETAIL

A

DETAIL - ADS CORRUGATED PIPE TRENCH

NTS

STORM DRAIN LAYOUT

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MIN TRENCH WIDTH (SEE TABLE)

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4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE

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MIN. COVER TO RIGID PAVEMENT, H

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MIN. COVER TO FLEXIBLE PAVEMENT, H

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SURFACE LIVE LOADING CONDITION

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PIPE DIAM.

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HEAVY CONSTRUCTION (75T AXLE LOAD) *

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CLASS I

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HAUNCH

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SUITABLE FOUNDATION

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IN

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FT

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PIPE BEDDING & BACKFILL MATERIALS

AutoCAD SHX Text

MINIMUM COMPACTION (BACKFILL ONLY)

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AASHTO SOIL CLASS

AutoCAD SHX Text

USCS

AutoCAD SHX Text 95%

AutoCAD SHX Text A1, A3

AutoCAD SHX Text

SW

AutoCAD SHX Text TABLE 2. SOILS & MINIMUM COMPACTION REQUIREMENTS FOR EMBANKMENT & TRENCH INSTALLATIONS

AutoCAD SHX Text

AutoCAD SHX Text 2.8

AutoCAD SHX Text

AutoCAD SHX Text 3.3

AutoCAD SHX Text No. 13356907 JASON HOGGARD

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AutoCAD SHX Text 07/28/2026

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ADDENDUM 4 8/31/26

CG-602

GRADING & DRAINAGE

DRAINAGE DETAILS - 2

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STORM DRAIN - MANHOLE (MH) - DETAIL

NTS - WASHINGTON TERRACE STANDARD DETAIL CS-14

MANHOLE LAYOUT

AutoCAD SHX Text *SEE PIPE LAYOUT TABLE ON CG-601 FOR PIPE BEARING AND INVERT ELEVATION INVORMATION

AutoCAD SHX Text No. 13356907 JASON HOGGARD

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AutoCAD SHX Text 07/28/2026