Amendment_1_Summary_2019_0109.pdf

East Campus Demolition and Roadway VAMC Jefferson Barracks Division, St. Louis, Missouri VA Solicitation No.: 36C10F18R0688 VA Project No.: 657-313J

AMENDMENT NO. 1 January 9, 2019

The following summarizes revisions or clarifications to VA Solicitation No. 36C10F18R0688 issued December 13, 2018. Drawings or Specifications referenced and included herein shall replace and supersede only the corresponding documents previously issued. All other documents not changed, replaced, or retracted by this or any subsequent amendment, remain a part of the solicitation. Offerors’ proposals shall acknowledge Offerors’ receipt and inclusion of this Amendment No. 1.

PRE-PROPOSAL CONFERENCE AGENDA

PRE-PROPOSAL CONFERENCE SIGN-IN

PRE-PROPOSAL CONFERENCE EXHIBITS/DRAWINGS

East Campus Demolition and Roadway Site Drawing (Existing) East Campus Demolition and Roadway Site Drawing (New)

DRAWING REVISIONS INCLUDE THE FOLLOWING:

East Campus Demolition and Roadway Volume 1

Sheet GC100, GC101, GC102

a. REVISED sequencing for requirement to relocate Contractor’s staging area not later than 9 months after Notice to Proceed.

SPECIFICATION REVISIONS INCLUDE THE FOLLOWING:

Specifications Volume 1

000115 List of Drawings

a. REVISED numbering for the following drawings listed in specification 000115 List of Drawings:

43221 to 5-1 Additional Boilers & Equipment 43226 to 5-6 Existing Pump Room Layout 43282 to 7-1 Addition to Garage Building No 7

REQUESTS FOR INFORMATION AND RESPONSES:

Q1. Specification Section 02 82 11: Has the roofing material been tested? STL County requires this material to be removed prior to demolition.

A1. The roofing materials have been tested, refer to Appendix C – Final Report East Campus Buildings for report, sample locations, and analytical.

Q2. Specification Sections 01 35 26 & 02 82 11: The specs call out for full containments (poly walls, ceilings, floors, etc.) on materials inside the building. On pre-demo projects local, state, & federal regulations allow only bare minimal prep requirements (critical barriers & negative air pressure). Will the abatement contractor be allowed to do this or will full containments be required no matter what?

East Campus Demolition and Roadway VAMC Jefferson Barracks Division, St. Louis, Missouri VA Solicitation No.: 36C10F18R0688 VA Project No.: 657-313J

A2. Engineering control and work practices for asbestos abatement shall be performed in accordance with the specifications listed in Drawing HA007 – Flooring, Surfacing, Miscellaneous, and Thermal System Insulation Material Asbestos Control Notes.

- - - END - - -

PREPROPOSAL CONFERENCE

East Campus Demolition & Roadway, Project No. 657-313J Solicitation 36C10F18R0688

VAMC St. Louis JB, MO

INTRODUCTION

Good morning. My name is George Odorizzi, and I am a Project Manager with VA’s Office of Construction and Facilities Management. I would like to welcome you to this pre-proposal conference for project number 657-313J, East Campus Demolition & Roadway, VAMC St. Louis MO (Jefferson Barracks Division) as advertised under solicitation number 36C10F18R0688.

I would also like to introduce the other members of the project team who are here today to discuss the project:

Craig McCarthy – Major Project Liaison, VAMC St Louis Wayne Mandel – Project Manager, Christner, Inc. (Designer of Record) Richard Newton – Senior Resident Engineer, VAMC St Louis Greg Walgate – Resident Engineer, VAMC St Louis Gerald Brusaw - Contracting Officer, VA Office of Construction and Facilities Management Andrea Morris – Supervisory Contracting Officer, VA Office of Construction and Facilities Management

GENERAL DISCUSSION

1. Our discussion of each topic today will be brief and generally will highlight areas of importance for preparation of your offer.

2. I would like to make clear that anything I say should not be interpreted as changing the contract solicitation document as distributed. If you believe any statements made here today are in conflict with the contract solicitation documents, please request clarification.

3. Please hold all questions until the question and answer portion of the conference.

At that time, if you have any questions, please stand up and identify yourself and the company you are representing before asking your question.

4. Project Type: This is a design bid build construction project. Selection will be made based on best value-trade off to the Government and the award may be to other than the lowest priced or highest technically qualified bid.

5. We will not be able to answer all questions verbally today and may have to study some questions for issuance of possible amendments.

6. This procurement is being solicited as CVE verified Service Disabled Veteran Owned Small Business (SDVOSB) set-aside.

7. I will now ask the Architect’s project manager, Wayne Mandel, from Christner, to briefly go over the project scope and project phasing.

PROPOSALS

At this time, I will turn the discussion over to the contracting officer, Gerald Brusaw, who will discuss particular contract clauses and requirements.

8. Please be sure to download all documents from FBO.

9. The SF1442 provides details regarding all your responsibilities of the contract including all applicable contract clauses. Please read the entire SF1442 as it contains valuable information needed to put together a proposal.

10. Deliver your proposals on time in accordance with FAR Clause 52.215-1. Late proposals may not be accepted.

11. Please ensure you acknowledge all amendments and addendums on the bid form.

Failure to do so may deem you unresponsive and not allow us to review your proposal.

12. Register on the System for Award Management

(https://www.sam.gov/portal/public/SAM) if you have not already done so. If you are proposing as a joint venture, the JV must also be registered. Offerors are required to complete Reps and Certs prior to proposal receipt date.

13. Bid Bond: 20% of the Base Bid or $3M, whichever is less.

14. A public bid opening will not occur. This is a request for proposals.

15. Proposals will be in two parts. Price proposals and Technical proposals. The technical proposal shall be clear, concise and shall include sufficient detail for effective evaluation and for substantiating the validity of stated claims. The proposal should not simply rephrase or restate the Government’s requirements, but rather shall provide convincing rationale to address how the offeror intends to meet these requirements. The proposals will be evaluated in accordance with FAR 15.3 Source Selection, and the order of precedence for the factors is on page 14 of the SF1442/RFP attached document. The technical proposal will consist of the following:

a. Project Personnel Experience

b. Technical/Management Approach

c. Corporate Project Experience

d. Past Performance

e. Schedule

16. The deadline for submission of RFI’s is January 10, 2019 (two days from today!!!). All RFI’s must be emailed to the me at Gerald.brusaw@va.gov. Do not contact the VA’s Architect-Engineer consultant, they will refer all questions to the contracting officer.

17. Proposals are due on January 24, 2019 no later than 2:00PM Central Standard

Time to the contracting officer in Gurnee IL via hand or Commercial Delivery to:

Gerald Brusaw, Contracting Officer

Office of Construction and Facilities Management Department of Veterans

Affairs

1425 Tri State Parkway, Suite 140

Gurnee, IL 60031

18. A Project Labor Agreement (PLA) is not required by this solicitation.

19. This project is being solicited as a CVE Verified Service Disabled Veteran Owned

Small Business (SDVOSB) set-aside. More information can be found at https://www.vip.vetbiz.va.gov/

20. Subcontractors are encouraged to initiate contact with prime contractors and major subcontractors by utilizing www.fbo.gov to market yourself as an interested vendor.

CONTRACTUAL MATTERS

21. Equal Opportunity: The contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin.

22. Buy American Act: Everything that is installed or approved on a submittal basis is in accordance with the “Buy American Act”, FAR 52.225-11 and 12.

23. Performance and Payment Bonds in the amount of 100% of the contract award are required from the successful offeror (FAR Clause 52.228-15) 15 days after contract award.

24. Insurance: Before the government will issue a Notice to Proceed, under this contract, the contractor shall provide a valid certificate of insurance. As specified in the SF1442 Supplemental Insurance is required and includes Worker’s Compensation, Employer’s Liability, General Liability, Automobile Liability.

25. Builders Risk Insurance is not required by the solicitation, however recommend that you discuss this with your Surety, since they may require it.

26. Federal, State, and Local Tax: It is ultimately the contractor’s responsibility to contact the DOR to determine applicability to all taxes. Proposals shall include all applicable state and local sales taxes as the medical center does not have an exemption from the state for this project.

27. Payments: The government shall make progress payments monthly as the work proceeds. Ten percent (10%) retainage may be withheld if satisfactory progress has not been made. Invoices shall be submitted in accordance with the format specified in FAR 52.232-5(b)(1). An interest penalty shall be paid automatically by the designated payment office without the request of the contracting officer, if payments are not made by the due date (Prompt Act, Para 1.28).

28. Any changes to the contract will be subject to the VAAR Changes Clause, 852.236-88, for allowable percentages of overhead and profit.

29. Partnering sessions are voluntary but highly encouraged. The goal is to build professional work relationships geared toward successful project completion by promoting mutual benefits.

26. Performance of work by the contractor is a least 12%. At least 50% of the work shall be completed by a similarly situated entity as the prime (SDVOSB).

27. Commence work within 10 days of the NTP. Duration of this contract is 482 calendar days.

28. The contractor will have to investigate the site and must satisfy himself of the general and local conditions which can affect the work or cost (vertical transportation, parking, disposal, handling/storage of materials, water, power, availability of labor, etc). The government assumes no responsibility for any conclusions or interpretations made by the contractor based on the information made available by the government or any understanding reached of any of its officers, unless that understanding is in the contract.

29. Other contracts: Other contracts, will be in progress during this project. Your cooperation is fully requested during construction.

30. Accident Prevention: Before commencing the work, the contractor shall submit in writing, a proposed plan for implementation of Accident Prevention. The RE is designated as the Safety Officer, and will have weekly safety inspections.

31. Specifications and Drawings: Dimensions shown of existing work and all dimensions required for work that is to connect with existing work, shall be verified by the contractor by actual measurement of actual work. Any work at variance with that specification or shown shall not be performed by the contractor until approved in writing by the contracting officer.

32. Construction warranty is 1 year from the acceptance date unless otherwise specified. Liquidated damages apply at $500 a day.

33. Government Supervision is provided by the Resident Engineer Staff.

34. A Daily Report will be required for the proceeding work day.

35. Coordination with the VA Medical Center: The Contractor shall consult with the RE and secure his permission to start the work.

36. Davis Bacon Labor Standards apply. Conformance to the Davis Bacon Act is required. Labor standards will be part of all subs as well as prime contractors. For class of laborers or mechanics not listed, the contracting officer shall approve an additional classification as proposed by the contractor. Non compliance will be referred to the Department of Labor.

37. Affirmative Action to ensure Equal Employment Opportunity (FAR 52.222-23).

Your attention is called to the Equal Opportunity clause and the Affirmative Action compliance. The goal for minority and female participation for the contractor’s aggregate workforce in each trade is 6.9% for female participation and 14.7% for minority for each trade. Contractors must make a good faith effort to employ women and minorities evenly on each project. DOL (Federal Contract Compliance) will measure on a monthly basis these hours and prevailing wages.

38. Compliance with E-Verify is required (FAR Clause 52.222-54). A contractor must enroll as a Federal Contractor in E-Verify. For all employees assigned to the contract, the contractor must verify employment eligibility through E-Verify.

For information on registration for and use of the E-Verify program to the Department of Homeland Security Web site http://www.dhs.gov/E-Verify.

39. VETS-4212 FORM: Yearly report of the number of special disabled, Vietnam-

Era and other war and campaign veterans by job category and hiring location.

You must be registered with the Department of Labor and comply with this requirement. More information can be found at https://www.dol.gov/vets/vets4212.htm

Q&A SESSION

At this time, we welcome any questions you may have regarding the project or the contract documents. I would like to reiterate that we may not be able to answer all questions verbally today, and may have to study some questions for issuance of possible amendments or addendums.

Any responses we do provide today should not be interpreted as changing the contract solicitation document as distributed. If you believe any statements made here today are in conflict with the contract solicitation documents, please request clarification.

Please be sure stand up and identify yourself and the company you are representing before asking your question.

PROJECT SITE VISIT

At this time, the RE office will lead the group on a tour of the project site. This pre-proposal conference will conclude at the end of the site visit, and you are not required or expected to reconvene here in the conference room.

36C10F18R0688 East Campus Demolition & Roadway VAMC St. Louis, MO-JB Division VA Project 657-313J

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SECTION 00 01 15

LIST OF DRAWING SHEETS

The drawings listed below and accompanying this spe cification are part of the contract. Offerors shall be responsible for ensurin g all work defined on the drawings and in the specifications is included in O fferor’s proposal.

INDEX OF DRAWINGS

SHEET NUMBER SHEET NAME

COVER SHEET – VOLUMN 1

GI001 COVER SHEET

General

GC100 NETWORK DIAGRAM FOR CONSTRUCTION SEQUENCING

GC101 CIVIL, SITE, AND UTILITIES CONSTRUCTION SEQ UENCING

GC102 ARCHITECTURAL CONSTRUCTION SEQUENCING

HAZARDOUS MATERIAL ABATEMENT

HA001 HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS

HA002 HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS

HA003 HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS

HA004 HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS

HA005 HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS

HA006 HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS AND LEAD SAFE

WORK PRACTICES

HA007 ASBESTOS CONTROL NOTES

FIRE ALARM DEMOLITION

FD102 BUILDING 04/05/07/08/48 WIDE LOOP DEMOLITIO N PLAN

BUILDING 4/4T DEMOLITION

HA101 BASEMENT FLOORING MATERIAL TO BE ABATED PRI OR TO DEMOLITION

HA102 FIRST FLOOR FLOORING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA103 SECOND FLOOR FLOORING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA110 BASEMENT SURFACING MATERIAL TO BE ABATED PR IOR TO DEMOLITION

HA111 FIRST FLOOR SURFACING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

00 01 15 - 2

HA112 SECOND FLOOR SURFACING MATERIAL TO BE ABATE D PRIOR TO

DEMOLITION

HA120 BASEMENT THERMAL SYSTEM INSULATION TO BE AB ATED PRIOR TO

DEMOLITION

HA121 FIRST FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

HA122 SECOND FLOOR THERMAL SYSTEM INSULATION TO B E ABATED PRIOR TO

DEMOLITION

HA123 ATTIC FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

HA130 BASEMENT MISCELLANEOUS MATERIAL TO BE ABATE D PRIOR TO

DEMOLITION

HA131 FIRST FLOOR MISCELLANEOUS MATERIAL TO BE AB ATED PRIOR TO

DEMOLITION

HA132 SECOND FLOOR MISCELLANEOUS MATERIAL TO BE A BATED PRIOR TO

DEMOLITION

HA140 BASEMENT HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE ABATED

HA141 FIRST FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE

ABATED

HA142 SECOND FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE

ABATED

AD104 DEMOLITION PLANS AND PHOTOS

AD104T DEMOLITION PLANS AND PHOTOS

BUILDING 5 DEMOLITION

HA101 BASEMENT FLOOR SURFACING MATERIAL TO BE ABA TED PRIOR TO

DEMOLITION

HA102 FIRST FLOOR SURFACING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA110 BASEMENT FLOOR MISCELLANEOUS MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA111 FIRST FLOOR MISCELLANEOUS MATERIAL TO BE AB ATED PRIOR TO

DEMOLITION

HA120 BASEMENT FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE

ABATED

HA121 FIRST FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE

ABATED

AD105 DEMOLITION PLANS AND PHOTOS

AD105.1 BUILDING 5 EXISTING REFERENCE DRAWING 1601

AD105.2 BUILDING 5 EXISTING REFERENCE DRAWING 1602

00 01 15 - 3

AD105.3 BUILDING 5 EXISTING REFERENCE DRAWING 1640

AD105.4 BUILDING 5 EXISTING REFERENCE DRAWING 1660

AD105.5 BUILDING 5 EXISTING REFERENCE DRAWING 1661

BUILDING 7 DEMOLITION

HA101 FIRST FLOOR FLOORING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA110 FIRST FLOOR SURFACING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA120 FIRST FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

HA130 FIRST FLOOR MISCELLANEOUS MATERIAL TO BE AB ATED PRIOR TO

DEMOLITION

HA140 FIRST FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE

ABATED PRIOR TO DEMOLITION

AD107 DEMOLITION PLANS AND PHOTOS

BUILDING 8 DEMOLITION

HA101 FIRST FLOOR FLOORING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA110 FIRST FLOOR SURFACING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

HA120 BASEMENT THERMAL SYSTEM INSULATION TO BE AB ATED PRIOR TO

DEMOLITION

HA121 FIRST FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

HA130 BASEMENT HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE ABATED

PRIOR TO DEMOLITION

HA131 FIRST FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE

ABATED PRIOR TO DEMOLITION

AD108 DEMOLITION PLANS AND PHOTOS

BUILDING 48 DEMOLITION

HA101 BASEMENT AND FIRST FLOOR HAZARDOUS AND NON- HAZARDOUS

MATERIAL TO BE ABATED PRIOR TO DEMOLITION

AD148 DEMOLITION PLANS AND PHOTOS

BUILDING 49 DEMOLITION

AD149 DEMOLITION PLANS AND PHOTOS

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SURVEY

V-100 SITE SURVEY COVER SHEET

V-101A SITE SURVEY BOUNDARY MAP

V-101B SITE SURVEY BOUNDARY MAP

V-102 SITE SURVEY

V-103 SITE SURVEY

V-104 SITE SURVEY

V-105 SITE SURVEY

V-106 SITE SURVEY

V-107 SITE SURVEY

V-108 SITE SURVEY SEWER INFORMATION

CIVIL

C-100 GENERAL NOTES, LEGEND AND EROSION CONTROL D ETAILS

C-101 DEMOLITION PLAN

C-102 DEMOLITION PLAN

C-103 SITE AND GRADING PLAN

C-104 SITE AND GRADING PLAN

C-105 ENLARGED GRADING PLAN

C-106 ENLARGED GRADING PLAN

C-107 SITE UTILITY PLAN

C-108 SITE UTILITY PLAN

C-109 SITE GEOMETRIC AND LAYOUT PLAN

C-110 SITE GEOMETRIC AND LAYOUT PLAN

C-111 GRAVES STREET PROFILE & RETAINING WALL PROF ILES

C-112 CONSTRUCTION DETAILS

C-113 CONSTRUCTION DETAILS

C-114 SEWER PROFILES

C-115 HYDRAULIC DATA SHEET 15-YR, 20-MIN STORM EV ENT

C-116 HYDRAULIC DATA SHEET 100-YR, 20-MIN STORM E VENT

C-117 SEWER DETAILS

C-118 SEWER DETAILS

C-119 CHILLED WATER PROFILES

C-120 BIORETENTION DETAILS

C-121 BIORETENTION DETAILS

C-122 BIORETENTION DETAILS

C-123 BIORETENTION DETAILS

C-124 BIORETENTION DETAILS

C-125 BIORETENTION DETAILS

00 01 15 - 5

C-126 BIORETENTION DETAILS

C-127 BIORETENTION DETAILS

C-128 BIORETENTION DETAILS

C-129 BIORETENTION DETAILS

C-130 EROSION CONTROL PLAN

C-131 EROSION CONTROL PLAN

C-132 STAGING AND CONSTRUCTION ACCESS PLAN

C-133 WATER QUALITY PLAN

C-134 DRAINAGE AREA MAP FOR PIPE HYDRAULICS

LANDSCAPE ARCHITECTURE

LP102 LANDSCAPE PLANTING PLAN

LP103 LANDSCAPE PLANTING PLAN

LP402 LARGE SCALE LANDSCAPE PLANTING PLAN

LP403 LARGE SCALE LANDSCAPE PLANTING PLAN

LP404 LARGE SCALE LANDSCAPE PLANTING PLAN

LP501 LANDSCAPE DETAILS

LS102 LANDSCAPE SITE HARDSCAPE PLAN

LS103 LANDSCAPE SITE HARDSCAPE PLAN

LS401 LARGE SCALE LANDSCAPE SITE HARDSCAPE PLAN

LS501 SITE HARDSCAPE DETAILS

LS502 SITE HARDSCAPE DETAILS

LS503 SITE HARDSCAPE DETAILS

LS504 SITE HARDSCAPE DETAILS

LANDSCAPE ARCHITECTURE ALTERNATES

LX401.2 LARGE SCALE LANDSCAPE SITE HARDSCAPE PLAN

LX501.1 SITE HARDSCAPE DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 TYPICAL DETAILS

S-101 PLANS AND DETAILS AT BUILDING 23 ENTRY & FU EL PUMP SHELTER

FOUNDATION

S-102 SALT STORAGE SHELTER FOUNDATION PLANS AND D ETAILS

S-103 MANHOLE PLANS AND DETAILS

ARCHITECTURAL

AE104 PLANS AND DETAILS AT NEW ENTRANCE TO BUILDI NG 23

AE105 SECTIONS AND DETAILS

00 01 15 - 6

MECHANICAL

MS101 MECHANICAL SITE PLAN

MS501 MECHANICAL SITE DETAILS

MS541 MECHANICAL SITE DETAILS – UTILITY PROFILES

ELECTRICAL

DES101 DEMOLITION PLAN SITE LIGHTING

ES101 SITE LIGHTING PLAN

ES102 SITE LIGHTING PLAN

ES201 SITE LIGHTING PHOTOMETRIC PLAN

ELECTRICAL ALTERNATES

ESX101.1 SITE LIGHTING PLAN - ALTERNATE NO.1

TECHNOLOGY

TS000 TECHNOLOGY COVER SHEET

TS101 TECHNOLOGY SITE PLAN

TS300 TECHNOLOGY DETAILS

TS400 TECHNOLOGY MATERIAL LIST

COVER SHEET – VOLUMN 2

GI001 COVER SHEET

BUILDINGS 04/05/07/08/48/49 EXISTING DRAWINGS FOR D EMOLITION REFERENCE

32-21-A6 CONNECTING CORRIDOR ROOF PLANS

C-1 REPAIRS TO EXISTING CONNECTING CORRIDOR BETWE EN BUILDINGS OF

N.P. HOSPITAL

L1.1 REPLACE ROOFS - CORRIDORS, JB

32-21-A1.1 CONNECTING CORRIDORS

C-1. CONN. CORRIDOR BETW. MAIN HOSP. BLDG 1 & 24

C-3 UNDERGROUND PASSAGE BETWEEN BLDGS 1 & 25

C-4 UNDERGROUND PASSAGE BETWEEN BLDGS 1 & 25

1301 ATTENDANT'S QUARTERS

1302 ATTENDANT'S QUARTERS

1303 ATTENDANT'S QUARTERS

4-1A ALTERATIONS BLDG. NO. 4

4-2A ALTERATIONS BLDG. NO. 4

4-5A ALTERATION WARD BUILDING NO. 4

4-6A ALTERATION WARD BUILDING NO. 4

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4-11A ELECTRICAL BLDG. NO. 4

32-21-S3 CONNECTING CORRIDOR NO. 4

4-1 BASEMENT PLAN BUILDING NO. 4

4-3 SECOND FLOOR PLAN BUILDING NO. 4

4-2 FIRST FLOOR PLAN BUILDING NO. 4

... REPLACE WINDOWS 11 BUILDINGS

.... REPLACE WINDOWS 11 BUILDINGS

32-21-A2.1 CONNECTING CORRIDORS

H-3. MECHANICAL DETAILS

L-2 MECHANICAL CW PIPE PROFILES

L-3 MECHANICAL MANHOLE DETAILS

. A.C. SCHEDULES (1)

.. A.C. SCHEDULES (2)

1601 PUMP HOUSE FLOOR PLAN

1602 PUMP HOUSE DETAILS & SECTIONS

BP-1660 PLUMBING & ELECTRICAL

BP-1662 PUMP BUILDING SETTING

5-1 ADDITIONAL BOILERS & EQUIPMENT

5-6 EXISTING PUMP ROOM LAYOUT

36-13-HP7.3 PRESENT BOILER HOUSE PLANS & DETAILS

36-13-HP8.2 PRESENT BOILER HOUSE SECTIONS

36-13-HP9.1 PRESENT BOILER HOUSE EQUIPMENT & PIPIN G

7-1 ADDITION TO GARAGE BUILDING NO 7

92-4 STORE HOUSE STRUCTURE

48-2 ELEVATIONS, SECTIONS & DETAILS

48-S1 PLANS & DETAILS

BUILDINGS 04/05/07/08/48/49 SEISMIC UPGRADE DRAWING S FOR DEMOLITION REFERENCE

X-0 TITLE SHEET

X-1 DRAWING INDEX

X-2 ABBREVIATIONS

X-3 SITE PLAN

4-1. ADMINISTRATION BASEMENT AND FIRST FLOOR PLAN S

4-2 . ADMINISTRATION SECOND FLOOR AND ROOF PLANS

4-3. ADMINISTRATION ELEVATIONS

4-4 . ADMINISTRATION ELEVATIONS

4-AR1 ADMINISTRATION FLOOR PLANS

4-AR2 ADMINISTRATION FLOOR PLAN & ROOF PLAN

4-E1 ADMINISTRATION BASEMENT AND FIRST FLOOR PLAN S

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4-E2 ADMINISTRATION SECOND FLOOR AND ROOF PLANS

4-H1 ADMINISTRATION BASEMENT AND FIRST FLOOR PLAN S

4-H2 ADMINISTRATION SECOND FLOOR AND ROOF PLANS

4-L1 SITE AND PLANTING PLAN

4-S1 ADMINISTRATION BASEMENT AND FIRST FLOOR PLAN S

4-S2 ADMINISTRATION SECOND FLOOR AND ROOF PLANS

H-01 MECHANICAL SYMBOLS, NOTES, AND DETAILS

- - - E N D - - -

GENERAL NOTES:

PLAN WORK TO MAINTAIN EMERGENCY EGRESS FROM

ALL EXISTING BUILDINGS AT ALL TIMES. COORDINATE

EXIT LOCATIONS FOR EACH BUILDING WITH RESIDENT

ENGINEER AND MEDICAL CENTER.

MAINTAIN AT LEAST ONE MEANS OF PEDESTRIAN AND

VEHICULAR ACCESS TO EACH BUILDING AT ALL TIMES

FOR MEDICAL CENTER OPERATIONS AND EMERGENCY

VEHICLES.

PROVIDE TEMPORARY CONCRETE WALKWAYS WHERE

REQUIRED WHEN EXISTING SIDEWALKS AND BUILDING

ENTRANCES OR EXITS ARE IMPACTED BY

CONSTRUCTION.

PROVIDE AND MAINTAIN TEMPORARY SIGNAGE,

BARRICADES, ETC. IN ACCORDANCE WITH MISSOURI

DEPARTMENT OF TRANSPORTATION REQUIREMENTS TO

RE-DIRECT TRAFFIC FLOW, PARKING, ETC. .

WORK THAT CANNOT BE PERFORMED SO AS TO

MAINTAIN MEDICAL CENTER OPERATIONS, EMERGENCY

VEHICLE ACCESS, ETC. SHALL BE SCHEDULED WITH THE

RESIDENT ENGINEER AND MEDICAL CENTER AS

APPROVED SHUT DOWNS OR PERFORMED DURING

OTHER THAN NORMAL WORK HOURS TO MAINTAIN

NORMAL WORK HOUR OPERATIONS.

DEMOLITION AND SITE WORK SEQUENCING

DIAGRAM PHASING NOTES.

THE NETWORK DIAGRAM SETS FORTH GENERAL

SEQUENCING OF MAJOR PORTIONS OF THE

CONTRACT REQUIREMENTS. IT IS NOT INTENDED

TO DICTATE CONTRACTOR 'MEANS AND METHODS'

OF PERFORMANCE. SOME OVERLAP OF THE

SEQUENCES IS POSSIBLE, SUBJECT TO RESIDENT

ENGINEER AND MEDICAL CENTER REVIEW AND

APPROVAL.

SEQUENCE 1A

REMOVE EXISTING CONSTRUCTION AND

CONSTRUCT TEMPORARY ENTRANCE INTO

EXISTING SERVICE YARD.

INSTALL TEMPORARY POWER FOR CONTRACTOR'S

USE.

N O

T

IC

E T

O P

R O

C E

E D

SEQUENCE 1B

LOCATE AND SURVEY ALL EXISTING UTILITIES

WITHIN PROJECT BOUNDARY.

STORM SEWER

INLET 28 TO EX2.

WATER

LOWER 8" LINE ACROSS EXISTING ENTRANCE TO

SERVICE YARD.

SEQUENCE 2A

CLOSE EXISTING ROADWAY FROM B1 & 25 TO B48 &

78.

ABATE AND DEMOLISH B48/B49, B7, B8, B5.

ABANDON AND REMOVE EXISTING UTILITIES

ASSOCIATED WITH ABOVE BUILDINGS AND OTHER

BUILDING SITES.

BACKFILL OPEN AREAS TO MAINTAIN EXISTING SITE

DRAINAGE UNTIL FINAL GRADING CAN BE

COMPLETED.

CONSTRAINT

COORDINATE CLOSURE OF EXISTING ROADWAY

WITH RESIDENT ENGINEER AND MEDICAL CENTER.

CONTRACTOR SHALL MAINTAIN POSITIVE

DRAINAGE IN DISTURBED AREAS TO PREVENT

PONDING OR ACCUMULATION OF WATER.

CONTRACTOR SHALL COMPLETE ALL WORK

ASSOCIATED WITH B48/B49, B7, B8 INCLUDING

ASSOCIATED SITE WORK AND RELOCATE

CONTRACTOR'S STAGING AREA BY NOT LATER

THAN 9 MONTHS AFTER NOTICE TO PROCEED.

LIQUIDATED DAMAGES WILL APPLY IF

CONTRACTOR EXCEEDS THE 9 MONTH PERIOD.

SEQUENCE 2B

STORM SEWER

INLET 28 TO 27.

INLET 2 TO 10; 24.1 TO 3; 25 TO 4; 23 TO 6; 22 TO 8;

30 TO 29; 32 TO 31; 34 TO 33; 20 TO 12; 19 TO 12; 12

TO 10.

ELECTRICAL AND TECHNOLOGY

UNDERGROUND AND IN-GROUND TO SERVE SITE

LIGHTING, FUEL TANKS AND EMERGENCY PHONES.

SEQUENCE 3A

ABATE AND DEMOLISH B4/4T.

TEMPORARY CLOSURE FOR EXISTING PEDESTRIAN

CORRIDOR.

ABANDON AND REMOVE EXISTING UTILITIES

ASSOCIATED WITH ABOVE BUILDING AND

SURROUNDING SITE.

BACKFILL OPEN AREAS TO MAINTAIN EXISTING SITE

DRAINAGE UNTIL FINAL GRADING CAN BE

COMPLETED.

NOTE

CONTRACTOR CAN PROCEED WITH ABATEMENT

AND DEMOLITION DURING ANY PRIOR SEQUENCE

SUBJECT TO BUILDINGS BEING VACATED BY

MEDICAL CENTER.

CONSTRAINT

CONTRACTOR SHALL MAINTAIN POSITIVE

DRAINAGE IN DISTURBED AREAS TO PREVENT

PONDING OR ACCUMULATION OF WATER.

SEQUENCE 3B

RELOCATE EXISTING DUST COLLECTOR.

STORM SEWER

INLET 13 TO 10; 15 TO 14; 14 TO 13; 18 TO 16; 16 TO

13.

STORM SEWER

MH A TO B.

CHILLED WATER

CONSTRUCT MH C25.

DIRECT BURIED LINE MH C4 TO MH C25.

DIRECT BURIED LINE MH 25 TO EXISTING.

WATER

8" NEW CONNECTION TO B1.

TRANSFER B23 WATER SERVICE.

ELECTRICAL AND TECHNOLOGY

UNDERGROUND AND IN-GROUND TO SERVE SITE

LIGHTING AND EMERGENCY PHONES.

SEQUENCE 5

RELOCATE EXISTING UNLEADED AND E85 FUEL

TANKS AND INSTALL NEW CONTROL

COMPONENTS.

REMOVE EXISTING CONCRETE PAD AND

BOLLARDS IN SERVICE YARD AND REPAVE AREA

OF REMOVAL.

FINAL GRADING B48 SITE TO B7/8 SITE.

REMOVE TEMPORARY ENTRANCE.

SALT AND BULK STORAGE IN SERVICE YARD.

RESTORE FENCE.

SEQUENCE 4

RETAINING WALL, RAMP, SIDEWALK AND

STAIRS.

ENCLOSE EXISTING PEDESTRIAN CORRIDOR.

SITE GRADING OF PAVED AREAS AND BIO-

RETENTION AREAS.

SIDEWALKS, CURBS AND GUTTER, PAVING.

LANDSCAPING, SITE LIGHTING, EMERGENCY

PHONES.

PAVING PARKING AND ROADWAY.

CONSTRAINT

NEW ROADWAY HAS TO BE COMPLETE AND

OPEN TO TRAFFIC BEFORE TEMPORARY

ENTRANCE TO SERVICE YARD CAN BE

ABANDONED.

MODIFICATIONS TO EXISTING MH C2/S2 HAVE

TO BE RESTORED BEFORE MAIN ENTRANCE TO

SERVICE YARD CAN BE RESTORED.

NEW ROADWAY HAS TO BE COMPLETE AND

OPERATIONAL TO SERVE FUEL TANKS.

CONSTRAINT

TEMPORARY ENTRANCE HAS TO BE COMPLETED

AND OPERATIONAL BEFORE EXISTING ROADWAY

CAN BE CLOSED FROM B1 & 25 TO B48 & 75.

DURING SHUTDOWN OF EXISTING ROADWAY FROM

B1 & 25, CONTRACTOR SHALL PROVIDE MEDICAL

CENTER ACCESS TO THE SERVICE SIDE OF B1

(NORTH SIDE) AND B23 (EAST SIDE). COORDINATE

SUCH ACCESS WITH RESIDENT ENGINEER AND

MEDICAL CENTER.

CONSTRAINT

TEMPORARY ENTRANCE HAS TO BE COMPLETED

AND OPERATIONAL BEFORE WATER LINE WORK

CAN BE PERFORMED.

SEQUENCE 1C

MODIFY EXISTING LID FOR EXISTING MH C2/S2

LOCATED IN SERVICE YARD.

CONSTRAINT

TEMPORARY ENTRANCE HAS TO BE COMPLETED

AND OPERATIONAL BEFORE MODIFICATION WORK

CAN BE PERFORMED.

MAINTAIN VEHICULAR TRAFFIC FLOW IN SERVICE

YARD WHILE PERFORMING WORK.

PERFORMANCE OF WORK REQUIRES SYSTEM

SHUTDOWNS APPROVED BY MEDICAL CENTER AND

COORDINATED BY THE RESISDENT ENGINEER.

UNLESS OTHERWISE REQUIRED TO MAINTAIN

MEDICAL CENTER OPERATIONS AT ANY GIVEN

TIME, SHUTDOWNS WILL BE SCHEDULED FROM 7

PM TO 7 AM MONDAY THROUGH FRIDAY FOR

PERFORMANCE OF THE WORK PROVIDED THE

OUTDOOR AMBIENT TEMPERATURE IS AT LEAST 55

DEGREES OR HIGHER FOR 48 CONSECUTIVE

HOURS INCLUDING BEFORE, DURING AND AFTER

THE 12-HOUR SHUTDOWN PERIOD. SHUTDOWNS

WILL NOT BE SCHEDULED DURING TIME FRAME OF

7 AM SATURDAY TO TO 7 PM MONDAY OR OVER

GOVERNMENT HOLIDAY PERIODS. ONCE MANHOLE

C2/S2 WORK STARTS, CONTRACTOR WILL BE

REQUIRED TO COMPLETE THE WORK DURING

CONSECTIVE SHUTDOWN PERIODS UNLESS

OTHERWISE PREVENTED DUE TO OCCURENCES

BEYOND THE CONTROL OF THE CONTRACTOR.

SEQUENCE 2C

GRADING, BIO-RETENTION, LANDSCAPING.

SUBGRADE, BASE.

CURB AND GUTTER, SIDEWALKS, SITE LIGHTING.

PAVING PARKING AND ROADWAY.

482 CALENDAR DAYS

CONSTRAINT

MAINTAIN MEDICAL CENTER ACCESS IN EXISTING

PEDESTRIAN CORRIDOR. WORK TO BE

PERFORMED BETWEEN 6 PM AND 6 AM AND ON

WEEKENDS.

Drawing Title

Approved: Project Director

Project Title

Revisions

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofNo.

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t

B

A

E th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

5 6 87

F

D

C

94321

5 6 87 94321

B

A

E

F

D

C

JEFFERSON BARRACKS DIVISION

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

PRINTED ON ORIGINAL SIZE OF SHEET IS 30" X 42"

Department of Veterans Affairs

Date

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

SAINT LOUIS, MO 63146-4235

PHONE: (314) 991-2633

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

HAZARDOUS MATERIALS:

ALTEC ENVIRNMENTAL CONSULTANTS, INC.

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2018 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 000842

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

MECHANICAL/ELECTRICAL/PLUMBING/

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

SAINT LOUIS, MO 63103

PHONE: (314) 862 5344

EAST CAMPUS - DEMOLITION &

ROADWAY

29 OCTOBER 2012

657-313J

GC100

AuthorChecker

NETWORK DIAGRAM FOR CONSTRUCTION

SEQUENCING

1 1/3/19 AMENDMENT #1

JEFFERSON BARRACKS

NATIONAL CEMETERY

PHASE 1 TRANSFER

PROJECT

BOUNDARY

sadfsdafasdf

CURRENT

CONSTRUCTION

(SEPARATE

CONTRACT)

CONSTRUCTION

ENTRANCE

CURRENT

CONSTRUCTION

(SEPARATE

CONTRACT)

SEQUENCE 1A

TEMPORARY

ENTRANCE TO

SERVICE YARD

SEQUENCE 1B

INLET 28 TO EX2

LOWER WATER

LINE

SEQUENCE

2A, 2B, 2C

STORM INLET

CONSTRUCTION

SEQUENCE 4

SEQUENCE 5

INITIAL CONTRACTOR STAGING AREA

NOTE: CONTRACTOR TO VACATE THIS

STAGING AREA AND COMPLETE

ALL WORK WITHIN THIS

AREA NOT LATER THAN 9

MONTHS AFTER NOTICE TO

PROCEED. LIQUIDATED

DAMAGES WILL APPLY IF

CONTRACTOR EXCEEDS THE 9

MONTH PERIOD.

FINAL CONTRACTOR STAGING AREA

NOTE: CONTRACTOR SHALL RELOCATE

TO THIS STAGING AREA NOT

LATER THAN 9 MONTHS AFTER

NOTICE TO PROCEED.

LIQUIDATED DAMAGES WILL

APPLY IF CONTRACTOR EXCEEDS

THE 9 MONTH PERIOD

FINAL CONTRACTOR STAGING AREA

NOTE: CONTRACTOR SHALL RELOCATE TO

THIS STAGING AREA NOT LATER THAN

9 MONTHS AFTER NOTICE TO

PROCEED. LIQUIDATED DAMAGES

WILL APPLY IF CONTRACTOR

EXCEEDS THE 9 MONTH PERIOD

CONSTRUCTION SEQUENCING NOTES

1. THE PURPOSE OF THIS DRAWING IS TO SUPPLEMENT THE NETWORK

DIAGRAM FOR CONSTRUCTION SEQUENCING DRAWING GC 100 TO

DEFINE THE RELATIONSHIP OF THE PROJECT SCOPE AND NETWORK

DIAGRAM TO THE EXISTING MEDICAL CENTER CAMPUS. REFER TO

OTHER “GC” DRAWINGS FOR PROJECT SCOPE AND CONSTRUCTION

SEQUENCING SUPPLEMENTAL INFORMATION ASSOCIATED WITH CIVIL,

MECHANICAL, ELECTRICAL, TECHNOLOGY AND OTHER

INSTALLATIONS.

2. ALONG WITH THE NETWORK DIAGRAM FOR CONSTRUCTION

SEQUENCING, THIS DRAWING IS INTENDED TO DEFINE THE SEQUENCE

OF CONSTRUCTION REQUIRED TO MINIMIZE DISRUPTION OF ONGOING

MEDICAL CENTER OPERATIONS AND MAINTAIN THE SAFETY OF STAFF,

PATIENTS AND VISITORS. THE CONTRACTOR SHALL PREPARE A

DETAILED SEQUENCING PLAN FOR EACH CONSTRUCTION AREA AND

ACTIVITY FOR APPROVAL BY THE RESIDENT ENGINEER AND MEDICAL

CENTER. SUBJECT TO APPROVAL OF THE RESIDENT ENGINEER, THE

CONTRACTOR MAY ALTER THE GENERAL SEQUENCING INDICATED IN

THE NETWORK DIAGRAM AND DRAWINGS TO FACILITATE MORE

ORDERLY AND TIMELY COMPLETION OF THE WORK, MINIMIZE

DISRUPTIONS TO ONGOING MEDICAL CENTER OPERATIONS OR AS TO

OTHERWISE BENEFIT THE EXECTUION AND COMPLETION OF THE

WORK OF THE PROJECT.

3. ALL AREAS OUTSIDE THE PROJECT BOUNDARY(IES) SHALL REMAIN

OPERATIONAL AND SEPARATED FROM THE CONSTRUCTION AREA.

CONTRACTOR SHALL FURNISH AND INSTALL PERMANENT FENCING

AROUND THE PRIMARY AREA OF CONSTRUCTION (ENERGY PLANT

SITE) AND FURNISH, INSTALL AND RELOCATE TEMPORARY FENCING

AS WORK PROGRESSES FOR THE UTILITY INFRASTRUCTURE

INSTALLATION.

4. CONSTRUCTION FENCING, PERMANENT OR TEMPORARY, SHALL BE

LOCATED NO CLOSER THAN TEN (10) FEET TO EXISTING BUILDINGS,

STRUCTURES OR SITE AREAS IN ORDER TO FACILITATE THE ONGOING

OPERATIONS OF THE MEDICAL CENTER AND MAINTENANCE OF SUCH

BUILDINGS, STRUCTURES AND SITE AREAS UNLESS OTHERWISE

APPROVED BY THE RESIDENT ENGINEER AND MEDICAL CENTER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY

FACILITIES (BARRACADES, SIGNAGE, ETC.) TO FACILITATE THE SAFE

PERFORMANCE OF CONSTRUCTION ACITIVITIES OUTSIDE THE

PRIMARY AREA OF CONSTRUCTION AND TO MAINTAIN ONGOING

MEDICAL CENTER OPERATIONS. TEMPORARY CLOSURES AND/OR

RE-ROUTING OF TRAFFIC FLOW ALONG ROADWAYS AND SIDEWALKS

SHALL BE SUBJECT TO APPROVAL OF THE RESIDENT ENGINEER AND

MEDICAL CENTER.

6. ALL FENCING, PERMANENT OR TEMPORARY, AND TEMPORARY

FACILITIES SHALL BE REMOVED FROM THE MEDICAL CENTER CAMPUS

PRIOR TO ACCEPTANCE OF THE PROJECT BY THE GOVERNMENT.

7. DURING EVENTS REQUIRING EMERGENCY OR IMMEDIATE ACTION TO

ENSURE THE LIFE SAFETY OF MEDICAL CENTER OCCUPANTS OR

PROTECTION OF MEDICAL CENTER FACILITES, CONTRACTOR SHALL

IMMEDIATELY REMOVE FENCING, PERMANENT OR TEMPORARY,

AND/OR TEMPORARY FACILITIES IF REQUIRED TO FACILITATE

EMERGENCY RESPONSE. COST FOR REMOVAL AND SUBSEQUENT

REPLACEMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

8. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO SPECIFIC POINTS OF

ACCESS AND ROUTES OF TRAVEL AND DELIVERY OF CONSTRUCTION

EQUIPMENT AND MATERIALS SHALL BE SCHEDULED AND

COORDINATED WITH THE RESIDENT ENGINEER.

9. CLEAR AND UNOBSTRUCTED EGRESS ACCESS SHALL BE MAINTIANED

FROM ALL ADJACENT BUILDINGS OR FROM BUILDINGS WITH EGRESS

PATHS IN THE VICINITY OF CONSTRUCTION AREAS. WHERE EGRESS IS

TEMPORARILY OR PERMANENTLY RE-ROUTED, CONTRACOR SHALL

PROVIDE CLEAR SIGNAGE/MARKERS FOR THE NEW ROUTE. SUCH

SIGNAGE/MARKERS SHALL BE MAINTAINED BY THE CONTRACTOR AT

ALL TIMES.

10. CONTRACTOR SHALL CONSULT AND COORDINATE WITH THE

RESIDENT ENGINEER AND MEDICAL CENTER INFECTION CONTROL

RISK ASSESSMENT (ICRA) TEAM REGARDING POLICIES AND

PROCEDURES FOR MITIGATING HEALTH AND SAFETY HAZARDS TO

STAFF, PATIENTS AND VISITORS DURING CONSTRUCTION. ALL

REQUIREMENTS FOR MITIGATION SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

11. SUBJECT TO APPROVAL BY THE RESIDENT ENGINEER AND MEDICAL

CENTER, SOME CONSTRUCTION ACTIVITY SEQUENCING MAY OVERLAP

OR OCCUR SIMULTANEOUSLY PROVIDE THAT MEDICAL CENTER

OCCUPANT SAFETY AND OPERATIONS ARE MAINTAINED.

12. CONSTRAINTS DEFINED IN THE NETWORK DIAGRAM FOR

CONSTRUCTION SEQUENCING AND ON THE “GC” DRAWINGS ARE

CRITICAL TO MAINTAINING MEDICAL CENTER OPERATIONS AND/OR

PERFORMANCE OF THE WORK OF THE PROJECT. CONSTRAINTS

DEFINED OR OTHERWISE DETERMINED TO BE REQUIRED SHALL BE

ENFORCED BY THE RESIDENT ENGINEER. IN THE EVENT A

CONSTRAINT PREVENTS PERFORMANCE OF THE WORK OF THE

PROJECT, CONTRACTOR SHALL PROPOSE ALTERNATIVE SOLUTIONS

TO ACHIEVE PERFORMANCE OF THE WORK FOR REVIEW AND

APPROVAL BY THE RESIDENT ENGINEER. CONSTRAINTS REQUIRING

PERFORMANCE OF THE WORK OUTSIDE NORMAL WORK HOURS,

CONSTRAINTS THAT MAY REQUIRE SLOWER THAN NORMAL

PROGRESS, ETC. SHALL NOT BE DEEMED TO PREVENT PERFORMANCE

OF THE WORK AND CONTRACTOR SHALL INCLUDE IN HIS PROPOSAL

THE COST, IF ANY, RESULTING FROM SUCH CONSTRAINTS.

13. FINAL DETERMINATIONS FOR SEQUENCING THE WORK OF THE

PROJECT IS THE RESPONSBILITY OF THE CONTRACTOR. NEITHER THE

GOVERNMENT NOR THE ARCHITECT-ENGINEER IS RESPONSIBLE FOR

THE ORDERLY PROGRESSION OF THE WORK TO COMPLETE THE

PROJECT WITHIN THE CONTRACT TIME AND/OR TO COMPLETE

PORTIONS OF THE PROJECT WITHIN DESIGNATED TIME FRAMES.

LEGEND

CONSTRUCTION TRAFFIC ROUTE

EXISTING BUILDING

PROPERTY LINE-EXISTING

BUILDING NUMBER

PROJECT BOUNDARY

Dwg. 3 of 137

CIVIL, SITE, AND UTILITIES

CONSTRUCTION SEQUENCING

GC101

J.E.B.D.P.B.

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

168 N. MERAMEC AVENUE | ST. LOUIS | MISSOURI 63105

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

Office of

Construction and Facilities

Management

657-313J

ARCHITECT:

JEFFERSON BARRACKS DIVISION

CONSULTANTS:

Drawn

Drawing Number

Project Number

Building Number

Checked

Location

Date

Project Title

Approved: Project Director

Drawing Title

29 OCTOBER 2012

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS, ESTIMATES,

REPORTS, OR OTHER DOCUMENTS OR

INSTRUMENTS RELATING TO OR

INTENDED TO BE USED FOR ANY

PART OF PARTS OF THE PROJECT.

© COPYRIGHT 2018 CHRISTNER INC.

GEORGE M. STOCK E-25116 CIVIL ENGINEER

Date RevisionsNo.

01/03/19

CERTIFICATE OF AUTHORITY: 000996

EAST CAMPUS - DEMOLITION

& ROADWAY

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 754-5630

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 7113-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

PLAN TRUE

1/3/2019 Amendment #11

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NORTH GATE ENTRANCE DRIVE

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KOCH ROAD

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SOUTH GATE ENTRANCE DRIVE

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JEFFERSON DRIVE

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SRE TRAILER

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EXISTING TRAILERS

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ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

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VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

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