ATTACHMENT 3 - SUPPLEMENTAL SPEC DOCUMENTS - EHRM TASS MARION IL - 07-11-2023.pdf

PDF 6 MB Posted Sep 1, 2023

Attached to: Y1AB--657A5-21-702 EHRM Training and Admin Space Support Construction - Marion, IL VAMC Federal contract opportunity
Solicitation number: 36C77623B0060
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 21, 2023

The document includes an attachment related to a federal construction contract opportunity for the Marion VA Medical Center in Marion, Illinois. The opportunity is for expanding and upgrading an existing building to provide additional training and administrative space. The supplemental specifications document provides existing subsurface utility mapping and proposed utility plans, photographs from construction observations, test reports, and appendices including a utility report and geotechnical report. The opportunity notice is for award 36C77623B0060 for project 657A5-21-702 to provide construction services for the training and administrative space support project at the Marion VAMC. The Department of Veterans Affairs Technology Acquisition Center in Austin is the contracting agency.

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Other files attached to Y1AB--657A5-21-702 EHRM Training and Admin Space Support Construction - Marion, IL VAMC, newest first.
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ATTACHMENT 9 - SPRINKLER ZONE VALVE.pdf	PDF	Sep 1, 2023
ATTACHMENT 4 - BRAND NAME JUSTIFICATION.pdf	PDF	Sep 1, 2023
ATTACHMENT 10 - 852.219-75 SIGNATURE PAGE.pdf	PDF	Sep 1, 2023
ATTACHMENT 8 - Hydrant Flow test data.pdf	PDF	Sep 1, 2023
C03 - Executed Contract 36C77623C0119 - 9-1-2023.pdf	PDF	Sep 1, 2023
ATTACHMENT 7 - Technical Questions Tracking Spreadsheet.pdf	PDF	Sep 1, 2023
ATTACHMENT 6 - DAVIS-BACON ACT WAGE DETERMINATION WDIL20220002 MOD 18.pdf	PDF	Sep 1, 2023
ATTACHMENT 5 - LIMITATIONS ON SUBCONTRACTING - Signed.pdf	PDF	Sep 1, 2023
ATTACHMENT 2 - FINAL DRAWINGS - EHRM TASS MARION IL - V2 - 07-11-2023.pdf	PDF	Sep 1, 2023
ATTACHMENT 1 - FINAL SPECIFICATIONS - EHRM TASS MARION IL - V2 - 07-11-2023.pdf	PDF	Sep 1, 2023

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CHECKED BY

DRAWN BY

SHEET

SHEET TITLE

MSD BASE MAP

ZIP CODE

UM 1.00

PARCEL NO.

MAPPING NO.

PROJECT NO.

C McCarthy Building Companies, Inc. 2022

LLW

CLM

MAP23CEN.001

62959

PREPARED FOR:

PREPARED BY:

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH

THEY ARE AFFIXED. THE SIGNER OF THIS DOCUMENT EXPRESSLY

DISCLAIMS ANY AND ALL RESPONSIBILITY FOR DOCUMENTS THAT DO

NOT BEAR HIS SEAL AND SIGNATURE INCLUDING, BUT NOT NECESSARILY

LIMITED TO, DRAWINGS, SPECIFICATIONS, ESTIMATES, REPORTS AND

OTHER SIMILAR INSTRUMENTS OF SERVICES INTENDED TO BE USED FOR

THIS PROJECT.

DRAWING ISSUE

DATE

SIGNATURE

NO.

DATENO.

MARION, IL

WILLIAMSON CO.

W. MAIN ST.

LOCATOR MAP

NOT TO SCALE

SITE

DRAWING INDEX

MARION VA MEDICAL CENTER

2401 W. MAIN ST., MARION, IL 62959

EXISTING SUBSURFACE UTILITY EXHIBIT

MAPPING NUMBER:

MAP23CEN.001

PROJECT DIRECTORY

GENERAL NOTES:

UM 1.00

TYPICAL UTILITY CALLOUT:

UTILITY TYPE

UTILITY MATERIAL TYPE

UTILITY SIZE

QUALITY LEVEL

TYPICAL SHEET CALLOUT:

SHEET ORDER

SHEET TYPE

DISCIPLINE

SHEET #

SHEET NAME

UM 1.00

UM 1.01

UM 1.02

COVER SHEET

EXISTING COMPOSITE UTILITY PLAN - QL-B

PROPOSED COMPOSITE UTILITY PLAN - QL-B

FORESITE GROUP, LLC

2128 Moores Mill Rd., Ste. C Auburn, AL 36830

UTILITY COMPANY CONFLICT STATEMENT:

Upon completion of the Existing Subsurface Utility Exhibit, the following utility companies will be provided with copies for review:

The aforementioned utility companies will have thirty (30) days to review the information and comment on any potential conflicts. If no comments or correspondence is received by these utility companies, we will assume there are no conflicts with the utility locations shown on this Existing Subsurface Utility Exhibit and issue the drawing.

1. This plan was prepared in conformance with ASCE standard CI/ASCE 38-02 “American Society of Civil Engineers Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data”.

2. WE will only warrant the three dimensional location of utility lines based on quality level A information. QL “A” information is only valid within the visible limits of the test hole.

3. WE will advance a vacuum test hole until a condition of practical refusal for vacuum excavation is reached.

Practical refusal is defined as any of the following conditions occurring: bedrock, water table or reaching a depth of 12'.

4. Below ground structures, unless dimensioned, are symbolic only.

5. Prior to excavation utility owners shall review and approve this drawing.

6. This drawing is prepared in color. Reproduction may alter the information contained herein. WE do not warrant the information contained herein in the event of reproduction.

7. Base mapping/survey control is shown for information only and is not warranted.

8. WE recommend that all existing utilities critical to proposed construction activities be located by vacuum excavation (quality level A) prior to any excavation (if not already located by vacuum excavation).

9. Utility Lines shown on the plans labeled as Quality Level B have been traced and surveyed using various geophysical instruments. Unless noted as Quality Level B it should be assumed that lines are shown as approximate only.

10. Utility Lines depicted on the plan as ASCE Quality Level D are from various plans and records from public or private stakeholders. WE requested that all available plans and records be provided from all of the known stakeholders.

11. WE obtained numerous One Call design tickets for this project and the locations of all markouts have been surveyed and documented.

12. Electrical lines shown on the plans were traced using hand held locators by indirect induction methods. The lines traced are depicted as ASCE 38-02 Quality Level B.

13. Telephone and communication lines shown on the plans were traced using direct and indirect connections through building basements, vaults, and hand holes. The lines traced are depicted as ASCE 38-02 Quality Level B.

14. Water lines were traced using direct and indirect induction methods. The lines traced are depicted as ASCE 38-02 Quality Level B.

15. Underground structural elements such as tie backs, sheeting, shoring, framing, piles or pile caps have not been plotted within this set. The respective public and private plans should be reviewed prior to demolition and construction in order to identify underground structural elements.

16. Utilities located within fenced in electrical sub-stations are not accessible by field personnel, therefore can not be field located.

17. Utility vault structures are shown using best available information collected at the time of the survey/investigation. However, data may be limited by accessibility and measurement accuracies. All below grade utility vaults structures shown hereon should be considered approximate and are depicted as ASCE 38-02 Quality Level C.

18. (**) Denotes a portion of utility alignment that has been located via alternate geophysical locating methods (acoustic pipe locator and/or ground penetrating radar). When design or construction is affected by the portrayed location of this alignment, additional potholing investigation is recommended.

19. Any and all depth of utilities depicted at a QL-B standard of care hereon shall be considered approximate as of the date of the investigation and shall not be used as a basis of design, constructability analysis, or construction methodology without further investigation to expose the utility in question and obtain a hard measurement. It is the responsibility of the contractor to utilize soft digging best practices to expose all utilities having a potential for conflict within the area of excavation prior to any hard digging excavation. McCarthy shall not be held liable for any decisions of incidents that result from the reliance upon any of the QL-B provided depth information.

PROJECT MANAGER CONTACT:

McCARTHY MAPPING

Claire Vorthmann

OFFICE: 402-686-8556

WEBSITE: http://www.mapping.mccarthy.com

Email: cvorthmann@mccarthy.com

UTILITY QUALITY LEVEL INFORMATION INDEX:

QUALITY LEVEL D: “QL D”: Records Search: This level of service provides information that has been obtained from existing records, which includes utilizing existing plans, contacting utility companies, verbal recollections, obtaining as-built plans and researching prior rights (i.e. easements) issues.

QUALITY LEVEL C: “QL C”: This level adds field surveys of visible above-ground utility systems such as maintenance holes, valve boxes, fire hydrants, etc., and reconciles this information to existing utility records (Quality Level D)

QUALITY LEVEL B: “QL B”: Designating Underground Utility Systems: This level includes using surface geophysical prospecting techniques, including electromagnetic, magnetic, sonic, or other energy fields to determine the existence, horizontal position of underground utility systems. approximate vertical positions of subsurface utilities can be identified depending on the specific subsurface prospecting technique utilized.

QUALITY LEVEL A: “QL A”: Locating Underground Utility Systems: This level is the highest level of accuracy, which includes obtaining precise horizontal and vertical position of the utility line by excavating a test hole. The test holes shall be done using vacuum excavation or comparable nondestructive equipment in a manner as to cause no damage to the utility line. After excavating a test hole, a field survey was performed to determine the exact location and position of the utility line, type, size, condition, material, and other characteristics of underground utility system.

COVER

SHEET

McCARTHY MAPPING 20401 SW Birch St.

Newport Beach, California 92660 p: 949-851-8383 http://www.mccarthy.com

LEGEND:

ELECTRIC

AMEREN ILLINOIS

15940 HARRIS SCHOOL RD.

MARION, IL 62959

618-983-5711

GAS

AMEREN ILLINOIS - MARION GAS OPERATING CENTER

204 N. CARBON ST.

MARION, IL 62959

888-777-3108

TELEPHONE

FRONTIER COMMUNICATIONS

8656 OLD ROUTE 13

MARION, IL 62959

618-993-8121

FIBER

MEDIACOM COMMUNICATIONS

1603 E. DEYOUNG ST.

MARION, IL 62959

855-633-4226

WATER

CITY OF MARION WATER DEPARTMENT

1102 TOWER SQUARE PLAZA

MARION, IL 62959

618-993-5610

STORM & SANITARY SEWER

CITY OF MARION WATER DEPARTMENT

1102 TOWER SQUARE PLAZA

MARION, IL 62959

618-993-5610

PROJECT LIMITS

PROJECT

LIMITS

PROJECT LIMITS

OJE

LIM

ITS

PROJECT LIMITS

ITS

EXISTING - COMPOSITE UTILITY PLAN

NOTE: ANY AND ALL DEPTH OF UTILITY'S DEPICTED AT A QL-B STANDARD OF CARE HEREON SHALL BE CONSIDERED APPROXIMATE AS OF THE DATE OF THE INVESTIGATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE SOFT DIGGING BEST PRACTICES TO EXPOSE ALL UTILITIES HAVING A POTENTIAL

FOR CONFLICT WITHIN THE AREA OF EXCAVATION PRIOR TO ANY HARD DIGGING EXCAVATION.

CHECKED BY

DRAWN BY

SHEET

SHEET TITLE

MSD BASE MAP

ZIP CODE

EXISTING COMPOSITE

UTILITY PLAN - QL-B

UM 1.01

PARCEL NO.

MAPPING NO.

PROJECT NO.

C McCarthy Building Companies, Inc. 2023

CLM

PREPARED FOR:

PREPARED BY:

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH

THEY ARE AFFIXED. THE SIGNER OF THIS DOCUMENT EXPRESSLY

DISCLAIMS ANY AND ALL RESPONSIBILITY FOR DOCUMENTS THAT DO

NOT BEAR HIS SEAL AND SIGNATURE INCLUDING, BUT NOT NECESSARILY

LIMITED TO, DRAWINGS, SPECIFICATIONS, ESTIMATES, REPORTS AND

OTHER SIMILAR INSTRUMENTS OF SERVICES INTENDED TO BE USED FOR

THIS PROJECT.

DRAWING ISSUE

DATE

SIGNATURE

NO.

DATENO.

McCARTHY MAPPING 20401 SW Birch St.

Newport Beach, California 92660 p: 949-851-8383 http://www.mccarthy.com

LLW

MAP23CEN.001

62959

MARION, IL

WILLIAMSON CO.

W. MAIN ST.

McCARTHY BUILDING COMPANIES, INC 20401 SW Birch St.

Newport Beach, CA 92660

CAndreesen Snapshot QLD Water service line at this location. Unable to locate using surface methods.

CAndreesen Text Box

CAndreesen Snapshot QLD Cleanout at this location, unable to locate using surface methods.

CAndreesen Text Box

CAndreesen Snapshot QLD Cleanout at this location, unable to locate using surface methods.

CAndreesen Text Box

CAndreesen Snapshot QLD Cleanout at this location, unable to locate using surface methods.

CAndreesen Text Box

CAndreesen Snapshot Line changes from QL-B to QL-C at this location, unable to camera in the area of the "Y" in the pipe.

CAndreesen Text Box

CAndreesen Snapshot Line changes from QL-B to QL-C at this location, unable to camera in the area of the "Y" in the pipe.

CAndreesen Text Box

CAndreesen Snapshot QL-D Water Service Line at this location. Unable to locate using surface methods.

CAndreesen Text Box

CAndreesen Snapshot Note: QL-C ductbank is empty at this location.

CAndreesen Text Box

CAndreesen Snapshot QLD sanitary sewer line at this location. Unable to locate using surface methods.

CAndreesen Text Box

CAndreesen Snapshot QLD sewer line at this location. Unable to locate using surface methods.

CAndreesen Text Box

CAndreesen Snapshot QLD storm sewer cleanouts at this location. Unable to locate using surface methods.

CAndreesen Text Box

Xref ..\..\..\..\McCarthy Holdings Inc\DEPT_Mapping - Documents\Central Mapping\065 Deliverable Processing\2023\VA Marion\Drawings\Xrefs\60% Xref\A101.dwg

Xref ..\..\..\..\McCarthy Holdings Inc\DEPT_Mapping - Documents\Central Mapping\065 Deliverable Processing\2023\VA Marion\Drawings\Xrefs\90% Xref\FloorPlan-A-MainLevel-2.dwg

Xref ..\..\..\..\McCarthy Holdings Inc\DEPT_Mapping - Documents\Central Mapping\065 Deliverable Processing\2023\VA Marion\Drawings\Xrefs\Bid Doc Xref\FloorPlan-A-MainLevel.dwg

PROJECT LIMITS

PROJECT

LIMITS

PROJECT LIMITS

OJE

LIM

ITS

PROJECT LIMITS

ITS

PROPOSED - COMPOSITE UTILITY PLAN

FOR CONFLICT WITHIN THE AREA OF EXCAVATION PRIOR TO ANY HARD DIGGING EXCAVATION.

CHECKED BY

DRAWN BY

SHEET

SHEET TITLE

MSD BASE MAP

ZIP CODE

PROPOSED COMPOSITE

UTILITY PLAN - QL-B

UM 1.02

PARCEL NO.

MAPPING NO.

PROJECT NO.

C McCarthy Building Companies, Inc. 2023

CLM

PREPARED FOR:

PREPARED BY:

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH

THEY ARE AFFIXED. THE SIGNER OF THIS DOCUMENT EXPRESSLY

DISCLAIMS ANY AND ALL RESPONSIBILITY FOR DOCUMENTS THAT DO

NOT BEAR HIS SEAL AND SIGNATURE INCLUDING, BUT NOT NECESSARILY

LIMITED TO, DRAWINGS, SPECIFICATIONS, ESTIMATES, REPORTS AND

OTHER SIMILAR INSTRUMENTS OF SERVICES INTENDED TO BE USED FOR

THIS PROJECT.

DRAWING ISSUE

DATE

SIGNATURE

NO.

DATENO.

McCARTHY MAPPING 20401 SW Birch St.

Newport Beach, California 92660 p: 949-851-8383 http://www.mccarthy.com

LLW

MAP23CEN.001

62959

MARION, IL

WILLIAMSON CO.

W. MAIN ST.

McCARTHY BUILDING COMPANIES, INC 20401 SW Birch St.

Newport Beach, CA 92660

CAndreesen Snapshot Note: Alignment of existing utilities varies from design documents.

CAndreesen Text Box

CONFLICT ANALYSIS REPORT - VA MARION

Subject: ELECTRIC DISCREPANCY Creation Date: 2/9/2023 12:27:38 PM Sequence: 1

Note: QL-C ductbank is empty at this location.

ELECTRIC DISCREPANCY (1)

Subject: SANITARY DISCREPANCY Creation Date: 2/7/2023 9:52:51 AM Sequence: 1

QLD Cleanout at this location, unable to locate using surface methods.

SANITARY DISCREPANCY (4)

Subject: SANITARY DISCREPANCY Creation Date: 2/7/2023 10:13:59 AM Sequence: 2

Line changes from QL-B to QL-C at this location, unable to camera in the area of the "Y" in the pipe.

Subject: SANITARY DISCREPANCY Creation Date: 2/7/2023 10:14:00 AM Sequence: 3

Line changes from QL-B to QL-C at this location, unable to camera in the area of the "Y" in the pipe.

Subject: SANITARY DISCREPANCY Creation Date: 2/9/2023 12:28:15 PM Sequence: 4

QLD sanitary sewer line at this location.

Unable to locate using surface methods.

Subject: SITE DISCREPANCY Creation Date: 2/9/2023 12:29:56 PM Sequence: 1

Note: Alignment of existing utilities varies from design documents.

SITE DISCREPANCY (1)

Subject: STORM DISCREPANCY Creation Date: 2/7/2023 10:10:18 AM Sequence: 1

QLD Cleanout at this location, unable to locate using surface methods.

STORM DISCREPANCY (4)

Subject: STORM DISCREPANCY Creation Date: 2/7/2023 10:10:18 AM Sequence: 2

QLD Cleanout at this location, unable to locate using surface methods.

Subject: STORM DISCREPANCY Creation Date: 2/9/2023 12:28:18 PM Sequence: 3

QLD sewer line at this location. Unable to locate using surface methods.

Subject: STORM DISCREPANCY Creation Date: 2/9/2023 12:28:21 PM Sequence: 4

QLD storm sewer cleanouts at this location. Unable to locate using surface methods.

Subject: WATER DISCREPANCY Creation Date: 2/7/2023 9:48:45 AM Sequence: 1

QLD Water service line at this location.

Unable to locate using surface methods.

WATER DISCREPANCY (2)

Subject: WATER DISCREPANCY Creation Date: 2/9/2023 12:27:14 PM Sequence: 2

QL-D Water Service Line at this location.

Unable to locate using surface methods.

OJE

LIM

ITS

PROJECT LIM

IMITS

Project #657A5-21-702 EHRM – Training and Admin Space Support

Bid Documents

March 31, 2023

OBSERVATION REPORT - Page 1 of 7

REPORT BY: Joshua B. Haley

DISTRIBUTION: Industria Construction Services

Project Name: Marion VA – Expand and Upgrade Building 42 for Laboratory

BFW Project No: 21140 Time: 7:30 am – 4:15 pm (+ travel)

Weather: Sunny & Warm Date: 8/3/2021

Comments:

BFW arrived on-site as requested for an 8:00 am concrete placement. The placement is for the Underpinning of the Southside of Pedestrian Tunnel - Pit #13 at Column Line A.6/2.1.

Upon arrival BFW was informed that the elevation was incorrect. The contractor had to remove approximately another 1.5 feet of subgrade. Once subgrade was removed, BFW used a 5/8 dia. probe rod to verify for firm subgrade. Using moderate effort, the probe rod penetrated the subgrade 1.5” - 2.5”. Subgrade was firm, consistent and acceptable for concrete placement.

At 11:15 a.m. Berkel began placing a total of (4) cubic yards of Mix ID# 3020 concrete at the above-mentioned location. A concrete sample was obtained from the truck at approximately mid-placement and was field tested for slump, air content, temperature, and (1) set of (4) test cylinders were cast. The test results were recorded on the attached sheet and the contractor was notified. Cylinders were placed away from the construction traffic, for initial curing.

Concrete was verified to be below 90°F at the time of placement and the truck was placed within the allotted

90-minute time frame from batch to discharge.

While on-site, BFW also verified subgrade for the Spread Foundations at Column Lines A/2, A.2/2, A2/2.5

& Foundation Between A/2 & A/3 (North Side of Pedestrian Tunnel).

BFW used a 5/8 dia. probe rod to verify for firm subgrade at the above-mentioned locations. Using moderate effort, the probe rod penetrated the subgrade 1” – 2”. Subgrade was firm and consistent, excluding the foundation between Column Lines A/2 & A/3. All other areas were acceptable for the mud seal to be placed.

The foundation between A/2 & A/3 had an approximate 13ft x 3ft x 1.5ft area of unacceptable material. The contractor removed the material and backfilled with the mud seal concrete.

• 13ft x 3ft x 1.5ft = 58.5 cu ft / 27 = 2.16 cu yds.

BFW remained on-site for the placement of mud seal and obtained a sample to cast (4) cylinders as requested by the contractor.

Sketch from 8/3/2021, Page 2

Inspection Photos – South Side from 8/3/2021, Page 3

Inspection Photos – North Side from 8/3/2021, Page 4

Inspection Photos – North Side from 8/3/2021, Page 5

Inspection Photos – North Side from 8/3/2021, Page 6

Inspection Photos – North Side from 8/3/2021, Page 7

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Appendix H Utility Report

Geotechnical Report - Lab project

Lab Proj- concrete and soils testing (1)

File details come from the government source that posted it. Updated Sep 1, 2023.