36C25521R0027 0001.docx

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Z2DA--Create Elevator Tower & Stairwell, 657-19-128JB, Building 23 (VA-20-00082588)
Solicitation number
36C25521R0027-0001
Issued by

About this file

This document includes questions and answers related to a solicitation for the creation of an elevator tower and stairwell at Building 23 of a Department of Veterans Affairs medical center. Key details include that the solicitation number is 36C25521R0027-0001, with a response due date of March 10, 2021 at 2:00 PM CST. The work involves demolition, hazardous material abatement, and new construction to add the tower and stairwell. Questions cover requirements for personnel like a safety manager, details of existing conditions, design options, and coordination needs. Attachments provide structural drawings, a revised testing specification, signage information, and a hazardous materials narrative. The prime contractor will be responsible for costs such as temporary facilities, erosion control, and special inspections.

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5. PROJECT NUMBER (if applicable)

CODE

7.

ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER

3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF

PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO.

1. CONTRACT ID CODE

FACILITY CODE

CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE

OF YOUR

ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office.

is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO:

Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERE

D CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES

SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendmen t, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED

STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER

16A. NAME AND TITLE OF

CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30

PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243 (Type or print) (Type or print) (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code) (If other than Item 6) (Specify type of modification and authority) (such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF

SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer) 02-23-2021

657-19-128JB

36C255 Department of Veterans Affairs Network Contracting Office (NCO) 15 3450 S 4th Street Leavenworth KS 66048 36C255 Department of Veterans Affairs Network Contracting Office (NCO) 15 3450 S 4th Street Leavenworth KS 66048 To all Offerors/Bidders

36C25521R0027 02-05-2021

X X X

10 MAR 2021 @ 14:00 CST

The above cited solicitation is hereby amended as shown below:

This amendment provides the Site Visit roster and Questions & Answers submitted.

Due to the critical timeline and funding issues, no follow-up questions will be accepted.

The due date for propos als is extended as stated above.

Electronic submission of proposals is required. No physical copies will be accepted.

Proposals must be submitted electronically by emailing to all of the following addresses:

kevin.knight2@va.gov; david.holden @va.gov; james.petrik@va.gov Each email with attachments must be less than 10 megabytes. Copies of Bid Bonds shall be included.

Original physical copies of Bid Bonds must still be received at the contracting office before the closing time.

Except as stated herein, any and all terms of the Original Solicitation are still in effect and not changed.

Kevin D. Knight

Pre-Bid Questions

#
Question
Response
1
Are the self-perform sheets required to be filled out for each 14 alternates or just the base bid item #1?
Just the Base Bid Item # 1
2
Is this a tax-exempt project?
Yes
3
Can the superintendent perform 2 roles?
Yes
4
Will the SSHO be full time separate person?
Not required
5
Are we to base our proposal on the asbestos and lead quantities in the specifications or is there an asbestos report for this project?
Reference Attached Hazardous Materials Narrative
6
Is there a soils report?
Foundations have been designed according to Geotechnical Investigation by IMEG. Will request the release of this report.
7
Does the steel fabricator need to be AISC certified?
Yes
8
Is the super graphic #23 on drawing 23-AE-301 in our scope of work or by owner?
Refer 01 00 00 General Requirements, 1.2.K
9
Is the building signage #23 on drawing 23-E-201 in our scope of work or by owner?
Refer Specification Section 10 14 00, Signage
10
Would a hole-less hydraulic elevator be acceptable?
No
11
Would a machine room-less traction be acceptable?
No
12
Is project tax exempt?
Yes
13
Can Superintendent also be SSHO and QCM? Is there a combination that is acceptable?
Yes
14
Where is GC lay down area and how much areas will be available?
Not guaranteed, but COR will work with contractor to provide space.
15
Will temporary power be made available for GC trailer power?
No
16
Clarification for project duration: Is 485 days include time for duration for review and approval of submittals? Is there a specific duration allocated for submittal review which does not impact the actual construction timeframe?
485 days includes everything
17
Provide details and additional information for scaffolding systems withing ACM documents.
Temporary scaffolding is the responsibility of the contractor. Refer to Specification Section 01 35 26 ‘Safety Requirements’ for additional information.
18
Temporary Corridor:

What are the existing wall construction materials to be removed?

Existing building construction CMU; VA to verify.

19
Is existing wall where temp. corridor is to be installed contain ACM materials to be removed?
Phasing of removal of potential ACM to coordinate with the abatement contractor on site.
20
Sheet 23-CD-101:

Provide cross section details and information on building tunnel / stair tower to be removed?

Existing building plan information has not been provided by the VA. Any information shown is based on surveyed information provided by the VA or assumed building configuration based on typical construction methods for the area. (IMEG Civil)

21
Provide details and information on equipment and concrete pad which is called to be removed within work area.
Existing site plan information has not been provided by the VA for this feature. Any information shown is based on surveyed information provided by the VA. Contractor shall match existing concrete pad size and thickness. (IMEG Civil)
22
Provide cross section / details for concrete retaining wall to be removed on East side of demolition.
Existing site plan information has not been provided by the VA for this feature. Any information shown is based on surveyed information provided by the VA. (IMEG Civil)
23
Provide depth of existing water line to be removed on East side of demolition.
Any information shown is based on surveyed information provided by the VA. Typical waterline installation depth for this area is 42” to top of pipe. (IMEG Civil)
24
Civil:

Where is new sprinkler line systems tie in location?

Reference keynote 1 on 23-FX-101.

Contractor to field verify. No as-built drawings were available. Tie-ins could not be verified in advance without doing destructive inspections.

25
Sheet 23-CI-101:

New storm line on East side of proposed addition runs North and discharges to Rip-Rap next to new ramp low side. Does this discharge drain onto new concrete sidewalk in open drainage or is all discharge to be captured within existing trench?

The discharge from the new storm line is to be captured in the infiltration trench adjacent to the sidewalk. (IMEG Civil)

26
Sheet 23-SD-102:

Are shear walls to have sheathing on both sides?

The temporary shear walls shown on 23-SD-102 are braced by the light gage straps. Sheathing is not required for structural purposes. (IMEG Struc)

27
What is sheathing material and pattern for attachment? Is this detail 7/23-SB-503? Provide clarification.
See response to Item 26 above. (IMEG Struc)
28
Provide clarification on Bid Item XV, wood corridor.
In accordance with Section A.5 VAAR 852.237-70 CONTRACTOR RESPONSIBILITIES (APR 1984) of the contract, the contractor is required “to protect persons and property from injury or damage during the performance of this contract.” The contractor who is awarded this contract will be required to submit a proposed wood connecting corridor design that meets this requirement, as well as any other additional requirements from VA personnel.

As provided in Section 01 00 00 General Requirements, Bid Item XV, there will be no reduction in work-days for this change, but there should be a material cost-reduction.

29
Sheet 23-SB-101:

Provide cross section / detail reference for existing building 23 foundation depth and details along column line A between column lines 6 -10 Existing drawings of this building will be made available to the Contractor. (IMEG Struc) [Attachment A]

30
Sheet 23-SB-501:

Detail 7: Would trench footings be considered in lieu of spread footer with formed vertical walls?

A trench footing would be considered for the building foundation, so long as the footing thickness shown on the plan is maintained. A thicker trench footing will require top and bottom reinforcement. Contractor may submit a detail for approval by the architect and engineer. (IMEG Struc)

31
Detail 10: Waterstop at foundation / vertical walls? Specification?
Refer to specification section 03 30 00 for information on waterstops. Install at the building perimeter foundation in accordance with best construction practices. (IMEG Struc)
32
Detail 11: Waterstop at foundation / vertical walls? Specification?
Refer to specification section 03 30 00 for information on waterstops. Install at the building perimeter foundation in accordance with best construction practices. (IMEG Struc)
33
Detail 13 / Detail 14: Why is there extruded insulation under stair in exterior application?
Extruded insulation is intended to reduce the possibility of frost heave under exterior concrete. IMEG recommends keeping as shown, unless the VA directs otherwise for cost savings. (IMEG Struc)
34
Sheet 23-SB-502:

Detail 5: Would trench footings be considered in lieu of spread footer with formed vertical walls?

A trench footing would be considered for the building foundation, so long as the footing thickness shown on the plan is maintained. A thicker trench footing will require top and bottom reinforcement. Contractor may submit a detail for approval by the architect and engineer. (IMEG Struc)

35
Sheet 23-SB-503:

Details 7: Would trench footings be considered in lieu of spread footer with formed vertical walls?

A trench footing would be considered for the building foundation, so long as the footing thickness shown on the plan is maintained. A thicker trench footing will require top and bottom reinforcement. Contractor may submit a detail for approval by the architect and engineer. (IMEG Struc)

36
Wall Section 2: Waterstop between foundation and vertical wall? Specification?
Refer to specification section 03 30 00 for information on waterstops. Install at the building perimeter foundation in accordance with best construction practices. (IMEG Struc)
37
Sheet 23-AS-101: Requirement for relocation of existing dumpster? Is concrete pad required?
Yes
38
Sheet 23-AS-101:

Note 6 not found.

Reference attached.

[Attachment C]

39
Sheet 23-AD-101

Missing notes 1 / 2 / 14 (sheet 23-AD-111?) / 15 (sheet 23-AD-111?) / 16. Where are these to occur?

1/23-AD-111 – Ref civil plans for location 2/23-AD-111 – Ref civil plans for location 14/23-AD-111 – Ref civil plans for location & [Attachment D] for photo of signage in reference.

40
Sheet 23-AD-111:

Note 11: provide existing construction information for demolition.

Reference attached.

[Attachment A]

41
Note 19: provide relocation location to allow for accurate pricing by all trades. Note 20 occurs 2x.
Note 19 -

Note 20 – first = correct, second applies to all utilities to remain.

42
Note 11: is South wall of this ramp impact / bear against existing building 23 foundation?
Refer structural drawings for all building & ramp foundations.

[Attachment A]

43
Sheet 23-AE-101:

Fiber lines called out. Provide details and specific information.

Fiber lines indicated are for critical hospital systems and cannot be moved, disturbed, or damaged.

44
Sheet 23-AE-101 & 23-AE-111:

Missing coded note 1.

Place corner guards at all outside corners of partitions.

45
Sheet 23-AE-121 / Details 2 & 3:

Provide fascia specification and color of materials.

Match existing campus standards for color/finish.

46
Coded note 12 cross over ladder. Provide details. Is ladder to be painted? Color?
Reference Spec Section 05 50 00 Metal Fabrications.

Contractor to provide manufacturer’s standard finish/colors for VA & Architect review/approval.

47
Coded note 12 cross over ladder. What is roof elevation differences between existing and new roof
Contractor to field verify prior to ladder fabrication. New vs. existing building heights estimated to be within ±5’-0”.
48
Coded note 13. Specification and width expected to accommodate expansion joint.
Expansion joint to be minimum 2” wide.
49
Sheet 23-AE-201:

Elevation Legend: provide clarification of Pattern A & Pattern B design options and where pricing Differences are to be included.

Reference 01 00 00 Gen Requirements; 1.3 Statement of Bid Items.

50
Note 14: Provide signage details including mounting details, backing required, thickness and color specification including sheen of paint.
Match existing campus standards for color/design/finish.

Text height to be no less than 36”; mounting height will be specified by architect at submittal review.

51
Note 14: Is signage backlit?
Backlighting not required for signage.
52
Sheet 23-AE-301:

Building Section 3: Super graphic details / colors, Font?

Match existing campus standards for color/design/finish.

53
Existing utility lines to remain. Verify work to be completed on them. Are all existing to be reinsulated with new?

Provide existing piping diameters and quantity of all piping.

Refer to MEP&T drawings for extent of work to take place regarding existing lines to remain.

54
Building sections 1 / 2 / 3: Lower / Upper railing finishes
Contractor to provide manufacturer’s standard finish/colors for VA & Architect review/approval.
55
Sheet 23-AE-404:

Can moisture barrier under foundations be eliminated?

Moisture barrier to be included.

56
Can alternate waterproofing material be installed on poured in place foundation walls?
No
57
Sheet 23-AE-411:

Can insulation below elevator pit be eliminated? Frost is not an issue.

No

58
Would a holeless twin post hydraulic be considered in lieu of an inground hydro or a traction MRL?

This would eliminate potential issues with drilling of piston hole.

No

59
Sheet 23-AE-413: Detail 5: What is depth of 30” bell?
18” Diameter concrete pier with 24” bell at bottom, extend to 30” min below grade.
60
Sheet 23-AE-501:Details 10 / 11: Width of expansion joint?
Expansion joint to be minimum 2” wide.
61
Detail 8 / 9: What does 3/16” SS plan anchor to?
Anchor to new construction.
62
What is SS plate finish?
Stainless Steel (SS) finish.
63
Sheet 23-AF-101: Plan 2: Corner guards?
Refer Finish Schedule
64
Sheet 23-FX-101:

Fire Protection General: Provide drawings / documentation of existing systems in building 23 and in existing corridor for tie in Unknown. Div. 21 contractor to locate and verify most applicable tie-in locations.

65
Provide existing sprinkler hydrostatic pressure and GPM information.
Unknown, Div 21 to verify before design of alterations.
66
Temporary Corridor: Fire protection system required? Wet or dry system?
Generally, not required. VA Life Safety Personnel and AHJ to determine what interim life safety measures should be taken.

Suggestions are:

· Fire extinguishers shall be added to the temporary corridor so that the distance to the fire extinguishers does not exceed 50 ft. in accordance with NFPA 241 (2019), Section 4.3.4.2.

Provide automatic smoke detection in the temporary corridor in accordance with NFPA 72 (2019), Section 17.7.1.12. Per the scope of NFPA 241 (2019) which applies to structures under construction, these requirements exceed NFPA’s requirements and provides an additional level of protection.

67
Mechanical General:

Provide information on existing low-pressure and high-pressure systems.

Low pressure steam should be considered steam below 15psi. Steam above 60psi should be considered high pressure steam. As the piping was insulated and with no as-built drawings or destruction of insulation done, the pipe sizes were not verified. The assumption from miscellaneous and possibly outdated as-built documents is that the LPS is 4” with a 1-1/4” LPR, 3” MPS, 1-1/2”HPS, and 1” HPR. Contractor should field verify pipe sizes, pressures, and applicable shut-offs as mentioned in the design documents. Demo lines are deemed schematic due to the nature of the pipe routings, and demarcation points are marked and keynote indicates extent.

68
Sheet 23-MD-101:

Location of coded note 1 not found.

Keynote 1 should go along with all demarcation symbols on this sheet. (circle, half black half white).

69
Work required within existing building 23:

Work off hours?

To be determined by VA Reference 01 57 19 Temporary Environmental Controls; 1.5.F for noise control

70
What are existing ceilings to be worked on at demarcation locations?
Reference Detail 3 & 4 on 23-AC-101.
71
Electrical General

Provide as-built drawings showing Bldg. 23 and Corridors to determine rerouting required per Electrical Plan note 23-ED-101.

Contractor to field verify existing circuits in corridor. Contractor to reroute any circuits identified to be passing through the area of work to maintain continuity.

72
Sheet 23-ED-102:

Reference detail 6/23-E-501: Is this to be 23-EK-501?

Yes.

73
Is this temp routing to be run through the Temporary corridor?
No.
74
Sheet 23-EL-101:

Temp Corridor: Why are lights on switches?

Exclude.

75
Should these not be on 24/7?
Yes.
76
Sheet 23-TD-101:

Coded note 1: Provide existing adjacent pull box locations for next closest point of origin.

Point of origin would be down the hall to the south-east in Room GC11 in Building 1.

77
Coded note 2: Provide quantity and size of existing fiber cabling
Best estimates of cabling are quantified on sheet TJ-502
78
Sheet 23-TY-101:

Coded note 1: Provide quantity and size of existing fiber cabling.

Best estimates of cabling are quantified on sheet TJ-502

79
Specifications, Section 01 45 29 calls out Foundation Piles yet there are what appears to be standard foundations. Provide clarification.
Not Piles / these are standard footing foundations.

Pre-Bid Questions

#
Question
Response
1
Please confirm that there are (2) full time on site personnel required for this project; (1) SSHO/ Superintendent and (1) QC Managers
1 full time personnel can share these duties
2
Does prime contractor need to hire 23 09 23 controls? Does prime contractor have hire third- party DIV 25 integration contractors?
Jeff Erker

Mobile: 314-852-6037 Jeff.w.erker@jci.com

3
Please confirm work hours for this project. Are there any specific tasks or trade division that must be on overtime (01 Infection Control, 02 Demolition, 02 Abatement)? Are there any areas of work that must be on overtime (Hallways, Occupied Areas, Etc.)?
This is an active hospital. The GC must accommodate hospital operation.
4
Is there an existing asbestos survey report that can be provided for the work associated with this contract?
Reference Attached Hazardous Materials Narrative
5
Is there a proprietary DIV23 controls contractor at the facility? If so, please provide company and point of contact.
Jeff Erker

Mobile: 314-852-6037 Jeff.w.erker@jci.com

6
Is there a proprietary DIV28 Fire Alarm contractor at the facility? If so, please provide company and point of contact.
Clayton Koury

Siemens Industry, Inc M:503-709-9246 Email: clayton.koury@siemens.com

7
Please confirm if contract has material staging location at facility. If so, where is it? Is prime contractor responsible for any costs associated with staging?
Not guaranteed, but COR will work with contractor to provide space.
8
Please confirm the labor and material breakdown is required per each CLIN Item, and that the prime contractor has to breakout each pricing structure per the ‘Price Breakdown and Calculation of Self Performed / Subcontracted Work – Appendix 1’.
Only required for Bid Item 1
9
Please confirm prime contractor is responsible for ‘delegated design’ costs associated with each of the following divisions: 03 49 00 Glass Fiber Reinf. Concrete,
Yes
10
Are there any phasing constraints? Can any phases run concurrently?
GC phasing plan to be approved by VA
11
Submittal Exchange – is prime contractor responsible for the costs associated with submittal exchange for this project?
Yes
12
Regarding past performance detailed in the solicitation, is it acceptable that a prime contractor can submit the same project for Factors 1 and 2?
Yes, be sure to provide all information requested regarding projects.
13
Please confirm prime contractor is to hire CPIH contractor direct for the remediation work.
Yes
14
Is there a contractor that holds the existing roofing warranty for the adjacent building 23? If so, please provide name and contact.
Tremco, Larry Ford, 314-808-0517
15
Is the temporary corridor to be installed as the first phase prior to any work starting on the site? Is all MEP work and associated architectural items to be completed prior to start of any work?
GC phasing plan to be approved by VA
16
CG-101 shows erosion control parameters to be maintained while work is being completed. IS there to be temporary construction fencing, temporary entrances, and washout stations required on the project? Please provide logistics diagram as necessary
Temporary construction fencing shall be as required by the contractor to keep the site secure and as directed by Contracting Officer’s Representative (COR). There is not a designated temporary entrance or a designated washdown area, however, contractor shall designate areas in conjunction with Contracting Officer’s Representative (COR). (IMEG Civil)
17
Are there any SWPP requirements by contractor? Please confirm if prime contractor is responsible for costs associated with this work?
Temporary erosion control measures are shown on the drawings. Contractor shall be responsible for ensuring that silt does not clog existing bio-retention/filtration areas. (IMEG Civil)
18
Plan page CU-104 shows a ‘Bio Retention Area’. Is this work per detail 1- already in place? Or is prime contractor to include in this work, as there is a note stating ‘Existing as approved under project #18MSD-00328’.
The Bio Retention Area shown as Existing as approved under project #18MSD-00328 should be completed prior to the start of construction. (IMEG Civil)
19
Once the Temporary corridor is removed following construction of new, how should prime contractor restore area required?
Restore to prior condition
20
Will all shoring requirements need to be stamped by a licensed engineer prior to installation of systems?
Yes
21
Please confirm CLIN items are to be ‘waterfalled’ where each item is a lump sum cost of the contracted work, and not a deductive of the unit cost.
Yes, provide the total cost of each Bid Item, not the amount to deduct from the previous one.
22
Is any fireproofing required of the exposed structural steel? If so, please provide specification section.
The existing construction is assumed to be Type II (000) based on the 2018 edition of the NFPA 220 Standard on Types of Building Construction. As such there are no fire resistance ratings required for any of the primary/secondary structural system components. A 1-HR fire resistance rating is required for any exterior wall assembly within 10’ of an adjacent building or structure.
23
Please confirm that the 'laydown area' for this project will remain at final acceptance and that no hardscape modifications are necessary in connection with this project.
Restore any laydown area to prior state
24
Please confirm that this project is NOT tax exempt.
This project is tax exempt.
25
We understand the Interior Sign Types are to conform with the VA Signage Design Guideline. We do not see a signage schedule listed in the drawings or specs. Further we do not see a drawing that shows the design aesthetic and sizing, lettering per room location. Please also provide a Basis of Design of the hospital.
Refer to Attachments C and D.
26
Spec Section 01 45 29 – Section 3.14 Details ‘Type of Tests’ per each section required. There are no quantities provided on each line item. Please provide quantity of tests approximately required per each, per the specification.
Refer to revisions to Specification Section 01 45 29.

[Attachment B]

27
Spec section 01 45 35 ‘Special Inspections’ - Please confirm prime contractor is to hire a third party ‘registered design professional’ witnessing all items listed in the ‘qualifications’ chart in the

specification section, and that the VA is not responsible for these costs.

Yes, confirmed

A.1 List of Attachments

See attached document: Atch A_Structural Drawings (VA Provided).

See attached document: Atch B_01 45 29 Testing Laboratory Services (Revised).

See attached document: Atch C_Signage.

See attached document: Atch D_Signage.

See attached document: Atch E_Hazardous Materials Narrative.

See attached document: Pre Bid Site Visit 657-19-128JB.

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