B11 - Site Visit Docs_0002.pdf

Site Visit Sign-In

VICK—140P5221R0004

Pemberton Headquarters Construction 20 Apr 2021/10:30 am CDT

Name Organization/Company E-mail/Phone #

Eric Ford – On site VICK Facility Manager/COR

Eric_Z_Ford@nps.gov 601-619-2909

Garry Lee – On site VICK – Asst Facility Manager

Garry_Lee@nps.gov 601-638-8975

Jennifer Leasor VICK – Cultural Resource Program Manager & Museum Curator

Jenny_Leasor@nps.gov 601-630-6313

Laurie Sherrod Interior Region 2 South Atlantic Gulf Contracting Officer

Laurie_Sherrod@nps.gov 404-938-0178

Christopher Woollard

Joseph K. Oppermann-Architect, P.A.

cwoolard@jkoa.net 336-721-1711

Greg Rice G&M Associates Gnmassociates99@hotmail.com 615-554-9530

Steve Hardy Hardy Construction Co.

steve@hardyconstructioncompany.com

OP: 409-625-1387

CP: 832-807-4262

Mary K. Raleigh CMR Construction & Roofing mraleigh@cmrconstruction.com 214-604-8417

Glenn Higgs Maven Construction & Environmental, LLC

Glenn.higgs@mavenconstructionllc.com 228-609-9017

Aaron Higgs Maven Construction & Environmental, LLC

Aaron.higgs@mavenconstructionllc.com 228-609-9017

DW Howard D.W.H., Inc.

dwhowardsr@outlook.com

Robert McDaniel Southeastern Industrial Construction, LLC

Rjmk9295@icloud.com 205-821-0750

Daniel Szymanski

Southeastern Industrial Construction, LLC daniel@se-ind.com 205-821-0750

Thanks for Coming!

mailto:Eric_Z_Ford@nps.gov mailto:Garry_Lee@nps.gov mailto:Jenny_Leasor@nps.gov mailto:Laurie_Sherrod@nps.gov mailto:cwoolard@jkoa.net mailto:Gnmassociates99@hotmail.com mailto:steve@hardyconstructioncompany.com mailto:mraleigh@cmrconstruction.com mailto:Glenn.higgs@mavenconstructionllc.com mailto:Aaron.higgs@mavenconstructionllc.com mailto:dwhowardsr@outlook.com mailto:Rjmk9295@icloud.com mailto:daniel@se-ind.com http://rds.yahoo.com/_ylt=A0WTb_lDxflJYmkBpLmjzbkF/SIG=12tv581vq/EXP=1241192131/**http%3A/www.eoearth.org/media/approved/b/be/National_Park_Service_logo.jpg

Site Visit Agenda

VICK—140P5221R0004

Repair of General Pemberton Headquarters Roof, Front Porch, and Exterior 20 April 2021/10:30 am CDT

• Sign in………..…………………………..…..…….………………………All Attendees

• Introductions…………………………….……….Contracting Officer, Laurie Sherrod

• Opening Remarks…………………………………………………..….COR, Eric Ford

• Pre-Tour Comments………………………........Contracting Officer, Laurie Sherrod o Small Business Set-Aside o NAICS Code 236220 – size standard $39.5M o Magnitude of Construction $400,000 and $600,000 o Firm-Fixed Price Construction o DB WD Applies o POP – 270 days o Bid Bond Required (Ref Block 13b of the SF1442 and 52.228-1) o Performance and Payment Bonds Required (Ref Block 12a of the SF1442 and 52.228-15 o Proposals shall be emailed to laurie_sherrod@nps.gov o Section L.8, Para B. – Submission of Offers

Past Performance – At least 3 and no more than 5 similar projects o Evaluation – LPTA (Ref M.1)

• Tour Description………………………..………………………………COR, Eric Ford o Bullet 1 o Bullet 2 o Bullet 3 o Bullet 4 o Bullet 5

• Contractor Questions……………………………..…Each Contractor One at a Time

• Final Remarks………….………………………..Contracting Officer, Laurie Sherrod o Rules of Engagement for the onsite tour

• Onsite Tour of Facility………………………………………………….COR, Eric Ford

• Site Visit Ends mailto:laurie_sherrod@nps.gov http://rds.yahoo.com/_ylt=A0WTb_lDxflJYmkBpLmjzbkF/SIG=12tv581vq/EXP=1241192131/**http%3A/www.eoearth.org/media/approved/b/be/National_Park_Service_logo.jpg

140P5221R0004

VICK – GENERAL PEMBERTON HEADQUARTERS

SITE VISIT QUESTIONS AND ANSWERS

Do you or someone in your department know who was the P.E. that designed the existing shoring and bracing system?

P.E that designed structural bracing:

Jacque (Jack) Lasseigne 554 Colonial Drive Baton Rouge, LA 70806 Voice: (225) 926-1432 Fax: (225) 926-1793 Mobile: (225) 936-5456 Email: Jacque@wl-structure.com

Current Shoring (1st floor by HPTC) – evaluated by:

Nathan Hicks, PE, SE Silman 1053 31st Street NW, Washington, DC 20007 202 333 6230 Direct 202 449 6302 silman.com

Is there a Bid Bond Form included in the documents? Payment and Performance Bond forms?

Bid bond shall be submitted on SF24 (see attached). Payment and Performance bonds only get submitted if you're awarded the contract, so you have 15 days after contract award to submit them. They are completed on SF25 and SF25A.

Is their dirt under the porch slab?

It’s presumed to be dirt beneath the 1st floor porch slab.

Do we removed the concrete steps on the slab leading into the entrance door?

It will depend of the contractor’s execution whether to support and brace the steps, remove, and reinstall the steps, or rebuild with new steps. A wall tie-back has to be installed beneath these steps, so again, it will depend entirely on the contractor how best to approach this work activity.

Have I ever seen a grade-beam foundation in 1939 as they likely laid foundation on the earth?

No, historically brick foundation laid at grade with a corbel design to work like a spread footing.

Noted the pier at the far end of the porch was experiencing differential settlement. The most recent visit by the A&E observed a horizontal crack in the masonry which resulted in the current mailto:Jacque@wl-structure.com design of the grade-beam foundation system. This is a common design approached used in rehabilitating NPS historic structures to mitigate future differential settlement.

Can a dumpster be brought on site?

Yes, a dumpster can be located in the back of the building, parallel with the site’s access driveway as has been done on pervious projects. One or two work trucks can also be in back of the building on the faux brick pattern concrete slab.

Is there lawn service on the site and would it be required to provide own?

NPS currently has a contract for lawn services (street level and fence-in compound) – this may occur on weekends. We typically do not mow within the contractor’s construction limits so we’re not responsible for damages but depending when on site activities we may be paying for this service already. Lawn service is recommended during the duration of the contract. NPS will consider coordinating with the contractor since we solicit this service. The coordination will consider cleanliness/organization of the work site, maybe provide salvaged wooden skids to raise any items within the construction limits for ease of weeding around, and/or scheduling lawn service so not to inconvenience the contractor.

Will NPS allow the back addition 2nd floor large room to be used for sheet-metal work?

Access to the house is restricted to only accessing the attic. Water is currently turn-off/locked due to large water bills but use of facility restrooms is strictly prohibited. The NPS will not allow work activities to take place within the structure other than the treatment recommendations called for in the drawings and specifications.

Power for the site is to come from service on site but separate including other utilities?

Yes, provide separate power pole or attachment to existing power supply frame located at the rear of the yard. Provide all other utilities, separate from the NPS, as required.

Specs noted to provide water hose for standpipe for fire protection?

If required by the specification, the house connection will be to the standpipe hookup down at street level in the grass median between the street and sidewalk. NPS is missing the covers for theses and will be replacing the missing covers soon. We will ensure water is restored for the sprinkler system/building before work commence at the site.

Can salvaged material be stored under the house?

As evident, it is pretty cramp already with salvaged material and there is limited space. NPS will need clear access to the fire-riser room in this area.

Disposal of the salvaged slate?

If this material were removed it will provide space to store salvaged material but there is no current plan to dispose of the slated, all of which will not be used on this project.

The drawings/spec allow for use of canvas(es) of existing floor/slab covering, correct?

If this is identified in the drawings for working under protective cover, the NPS would not object to their use. Issue will only arise if attaching to existing building components.