S02 - Bedford SOW and site attachments.pdf
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Edith Nourse Rogers Memorial Veterans Hospital (ENRM) 200 Springs Road 4/26/2022 Bedford, MA 01730
ARCHITECT-ENGINEER DESIGN SCOPE OF WORK
EHRM TRAINING AND ADMIN SUPPORT SPACE – RENOVATION &
MODULAR TRAILER SITE PREP
PROJECT NO: 518-23-703
PROJECT NAME: EHRM Training and Admin Space Support-Bedford, MA.
ESTIMATED CONSTRUCTION COST: $2,682,000
1. GENERAL INTENT:
The Contractor (herein referred to as “A/E”) shall provide Architect/Engineer (A/E) services to design a construction project at the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) in accordance with this design scope of work.
2. STATEMENT OF WORK:
A/E Part One Services (also known as Design Phase) for this design project includes site visits, field investigation, studies, and user interviews to prepare drawings, specifications, and cost estimates for all facets of work and disciplines/trades to facilitate a construction project to renovate Buildings 78A, 17, and to prepare a site and provide utilities to support modular trailer installation to provide Electronic Health Record Modernization (EHRM) training and administrative support spaces.
A/E shall include design services to provide electrical, mechanical, cabinetry, flooring, walls, ceiling, doors/hardware, asbestos and lead abatement, fire protections, plumbing fixtures, and exterior finishes for the renovation of Building 6, and install power, water, and telecommunication utilities for 6 or more commercially available modular trailers that will be located adjacent to Patriot Golf Course on the VA campus. The project scope does not include any work inside the modular buildings and ends where the utility services connect to the modular buildings.
A/E Part Two Services (also known as Construction Period Services) for this design project includes responding to Construction contractor Requests for Information (RFIs) during the solicitation (solicitation support) and construction phases of the construction project, post-award and kick-off construction project conferences, review of construction material submittals and shop drawings, approximately 2 site visits per month during construction (both scheduled and emergent) to ensure compliance with the design drawings and specifications, preparation of site visit reports, coordination with project commissioning requirements, review of any construction project modifications for cost and technical acceptability, attendance and participation during the final acceptance inspection, preparation of the punch list and preparation of record drawings of the completed construction project based on the Construction contractor’s As-Built drawings. The A/E shall prepare a submittal log to be utilized by the VA during construction period services and maintain a RFI log throughout the duration of construction. All Part Two Services will not be exercised at the time of award.
The above paragraphs constitute a basic outline of the work to be accomplished and in no way comprises all the details for design of this project. The A/E shall initiate detailed inspection of the project site to determine the needs and conditions for the design of this project. Copies of Edith Nourse Rogers Memorial Veterans Hospital (ENRM) record drawings and the EHRM infrastructure readiness assessment documents will be made available to the highest rated A/E firm; the A/E will verify the validity of the record drawings prior to the start of design work and conduct site investigations as necessary throughout the design. SOW Attachment 08 – Bedford Campus Map will give AE firm a basic understanding of the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) campus.
The A/E shall be solely responsible for the management, including all associated labor, equipment, materials, mailing costs, and inspection, to meet the requirements of the design project. The A/E shall further provide meeting minutes for all meetings held under this design project.
The A/E firms’ representatives performing site investigations on Edith Nourse Rogers Memorial Veterans Hospital (ENRM) campus must have the following additional requirements before starting site investigations on campus:
1. Negative TB Test, within the past calendar year
2. Medical grade mask
3. Pre and weekly negative COVID test while working in patient care areas
4. Daily visit at check-in station for COVID and temperature screening
5. Contractor badge must be obtained and worn by contractor or representative at all times while on campus
6. Contractor shall not take any photographs/videos without the authority of the Contracting Officer in writing. Contractor, along with VA personnel, shall discuss work assignments and check-in/out procedures at the pre-con meeting.
7. VA designated employee will escort contractor during work hours in patient care areas and IT closets.
The temperature checks are performed on the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) campus and must be performed immediately when the contractor arrives on site. Temperature checks are currently performed at Buildings 2 and 78.
3. DESIGN WITHIN FUNDING LIMITATIONS:
The design shall be prepared by the A/E to permit the award of a construction contract, using Federal Acquisition Regulation procedures for the construction of the facilities, at a cost that does not exceed the project’s estimated construction contract price of $2,682,000.
4. DESIGN INDEPENDENCE, FURNITURE AND EQUIPMENT:
Designs for construction must produce a “complete and usable” facility or improvement when constructed. VA policy (VHA Office of Capital Assets Management, Engineering and Support memo Updated Construction Guidance and Expectations dated Sep 12, 2016) requires the A/E to certify that their design (including all bid alternates/bid deducts) is independent of any future construction project. In addition, the A/E must certify that it has produced a design that does not include furniture and equipment that will be procured separately. Equipment that can be part of the design in the includes those items to meet code requirements for building occupancy, items covered in the VA’s Master Construction Specifications (PG-18-1) Divisions 1 through 10, 13 through 26 or 28 through 48, non-IT equipment items covered by Division 27 and items covered by Division Numbers 12 31 00, 12 32 00, 12 34 00 and 12 36 00.
The A/E shall submit as part of the Final Bid Documents submittal a signed letter on company letterhead stating the design’s independence.
5. DESIGN CRITERIA:
The VA Technical Information Library (TIL) available at http://www.cfm.va.gov/til/index.asp is managed by the VA Office of Construction and Facility Management and is the master repository for all VA Numbered Standards for Construction to include design and construction specifications, procedures, standard details, BIM/CAD standards, equipment guides, space planning and design guides. The documents of the TIL shall be the minimum design criteria for all VA projects performed in the construction of new facilities and the modernization, alteration, addition, or improvement of its real property. All design documents shall be developed in accordance with the VA TIL, including (but not limited to) the following listed Department of Veterans Affairs References:
PG-18-1 Master Construction Specifications
SOW Attachment 01 VHA Required Division 01 Specification Section List
PG-18-3 Design and Construction Procedures [Including but not limited to: Codes, Standards, and Executive Orders]
PG-18-4 Standard Details and CAD Standards
PG-18-5 Equipment Guide List
H-18-8 Seismic Design Handbook
PG-18-9 Space Planning Criteria
PG-18-10 Design Manuals (by discipline)
PG-18-12 Design Guides (graphical, by function)
PG-18-13 Barrier Free Design Guides
PG-18-14 Room Finishes, Door, and Hardware Schedules
PG-18-15 Minimum Requirements for A/E Submissions
PG-18-17 Environmental Compliance Manual
H-7545 VA Cultural Resource Management Procedures
OIT Infrastructure Standard for Telecommunications Spaces (v3.1 or latest available)
SOW Attachment 02 00 VA OEHRM Site Infrastructure Requirements (v2.0 or latest available)
Where conflicts exist between VA adopted codes and standards and the documents on the TIL, the A/E shall bring this to the attention of the VA. The resolution of the conflict shall be made by the authority having jurisdiction for VA to ensure consistency department wide.
6. DESIGN COLLABORATION:
The A/E during this design project shall collaborate with the VHA Office of Healthcare Environment and Facilities Programs Special Engineering Program (HEFP/SEP) staff, VISN 1 and the Independent Life Safety Review Agent (LS Agent) for the project. Design submittal comments from these contractors, if concurred with by VA, shall be incorporated into the design. HEPF/SEP and/or VISN deliverables shall be coordinated with the A/E’s design submittals to ensure compliance with all requirements are met. The A/E is required to ensure all elements of the design adhere to the Life Safety Code, including recommendations for temporary construction barriers, prior to the Independent Life Safety review.
7. INDEPENDENT LIFE SAFETY REVIEW:
The A/E shall incorporate any comments from the VA 3rd party life safety review.
8. ENVIRONMENTAL PROTECTION:
The A/E shall assist the VA with completion of a National Environmental Policy Act (NEPA) assessment as required by the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) Bedford, MA. If the NEPA assessment results in potential environmental impacts, the A/E shall be responsible for completing any auxiliary documentation required per PG-18-17 NEPA Interim Guidance for Projects located on the TIL (http://www.cfm.va.gov/til/etc/NEPAGuidance.pdf). Additional requirements may include, but are not limited to, Environmental Assessment, Environmental Impact Statement, and Record of Decision.
The NEPA analysis and concluding documentation must be completed by the Final Bid Documents submittal.
9. CONSTRUCTION RISK ASSESSMENT:
The A/E shall assist the VA with completion of a Pre-Construction Risk Assessment (PCRA) (See SOW Attachment 11) as required by the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) Bedford, MA. If the PCRA identifies any predetermined health or safety impacts that can be mitigated by pre-planning, countermeasures to such impacts should be included in the construction documents. The PCRA analysis and concluding documentation must be completed by the Final Bid Documents submittal.
10. PHYSICAL SECURITY:
The A/E must include a certified physical security specialist. The specialists must be involved with the design beginning with the concept phase and the qualifications must be submitted to the COR for review and approval prior to the concept/basis of design phase. The specialists shall meet the specific requirements listed in the Physical Security Design Manual for Mission Critical Facilities located on the TIL (http://www.cfm.va.gov/til/PhysicalSecurity/dmPhySecMC.pdf). The A/E shall ensure that all aspects of the applicable VA Physical Security Design Manual (either Life-Safety Protected or Mission Critical Facilities; both will be applicable depending on the area the work is taking place) are incorporated into the design and shall prepare a written report acknowledging compliance as required by the VAMC.
The A/E must inform the COR of any physical security items that will be difficult to achieve during the concept/basis of design phase of the design and assist the VA with waiver requests as necessary.
11. TELECOMMUNICATIONS DESIGN:
In accordance with “Telecommunications and Special Telecommunications Systems Design Manual,” (https://www.cfm.va.gov/til/dManual/dmTelecomm.pdf), paragraph 1.2 (d), Telecommunications design must be performed and stamped by a BICSI Registered Communications Distribution Designer (RCDD) for all projects.
12. SUBMITTAL REQUIREMENTS:
Design submittals shall follow the requirements of Program Guide, PG-18-15, Volume C - A/E Submission Instructions for Minor and NRM Construction Program (latest version). This document is included as SOW Attachment 6. Submittal documents shall be prominently marked “For Official Use Only (FOUO)” if they contain qualifying data as defined in VHA Memorandum 2019-11-13 Sensitive Infrastructure Data Classification – For Official Use Only (FOUO). This memo is included as SOW Attachment 4, as it is hosted on a non-public VHA site (https://vaww.va.gov/vhapublications/ViewPublication.asp?pub_ID=8949).
The A/E shall deliver design submittal documents that follow the iterative phase breakdown for design work in PG-18-15 and as additionally specified below. Specific requirements for each discipline/work product listed under each phase can be found in PG-18-15; it is expected for the phase of design that each of the checked items in the SD/DD/CD columns will be completed for the submittal. The A/E shall attend a review meeting following each design submittal as indicated under the Project Schedule section of this Scope of Work. Each new submittal will incorporate all VA comments from the previous submittal. The Lead and Asbestos Abatement requirements in PG-18-15 are applicable at Edith Nourse Rogers Memorial Veterans Hospital (ENRM) Bedford, MA. due to the age of the campus (construction began in 1920s).
The following submittals will be required for this project:
Quality Assurance/Quality Control (QA/QC) Plan Basis of Design (BD)/Charrette, Site Investigation/SHPO Narrative – 10% Preliminary
Documents - In addition to the requirements in PG-18-15, a Basis of Design is required. Basis of Design is a narrative presentation of facts, sufficiently complete, to demonstrate that the project concept is fully understood, and that subsequent design details, and their ultimate presentation in the final drawings and specifications, will be based on sound architectural and engineering decisions. Conceptual drawings of the planned design and the initial cost estimate will additionally be included.
o Coordinate project development/renovation with station engineer and VA design group.
This shall include one or more charrette meetings that include all relevant parties.
o Due to the age of the building, a State Historical Preservation Office (SHPO) has to be developed and submitted. All comments received from SHPO would have to be incorporated in the design.
Schematic Design (SD) – 35% Review Design Development One (DD) – 65% Review Construction Documents (CD) – 95% Review Final Bid Documents (Bid) – 100% Final Design
13. DRAWING FORMAT:
All drawings shall adhere to VA project software requirements for Building Information Modeling (BIM) and Computer Aided Design (CAD) available at https://www.cfm.va.gov/til/projReq.asp. BIM software shall be AutoCAD 2019 or the latest version available to Bedford VAMC.
The A/E shall prepare various renderings to present to the VA throughout the design phase to adequately represent architectural, mechanical/electrical/plumbing (MEP), site conditions, and other items in the design to aide with facility visualization and contractor coordination.
The project BIM model minimum requirements shall be developed to include the systems described below as they would be built, the processes of installing them and to reflect record drawing conditions (possibly incorporating into the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) Bedford, MA. Master Record Drawing – pending facility expertise). The deliverable model at the SD, DD and CD design phases shall be developed to include as many of the systems described below (but not limited to) as are necessary and appropriate at that design phase.
Architectural Square Footage/Volume Room Names and Numbers Exterior Finishes Structural Doors/Door Hardware Floors Ceilings Walls
HVAC
Schedules Life Safety Information (Fire Protection/Alarms) Mechanical Plumbing Electrical/Telecommunications Power and Lighting Steam Distribution Other Engineering Data as Required Asbestos/Hazardous Material Info
14. SUBMITTAL FORMATS:
Submittals shall be submitted in electronic format and hard copy formats as listed below. Portable Document Format (.pdf), Microsoft Office Suite formats (.doc, .xls, and .ppt), Microsoft Project (.mpp) and Autodesk AutoCAD Project (.dwg) files are acceptable. Submittals shall additionally be compliant with Section 508 of the Rehabilitation Act (29 U.S.C. '794 d); information on the requirements for accessible media can be found at http://www.section508.gov/. The A/E shall be responsible for providing:
Meeting/Conference Minutes
A/E shall provide meeting minutes for all formal meetings and conferences held with the VA. Meeting minutes shall be submitted within seven (7) calendar days of the meeting or conference. All documents shall be provided in word format.
Minimum meeting minutes requirements o Project name, number, meeting host, Meeting Name o Date, Time, meeting ID, call in number, Duration, and consecutive number of total related meetings o Participant list (Name, Title, Phone number (office and Mobile), Email, Attended Meeting (yes/no Check box) o Meeting purpose, Roll call, COVID-19, and Additional Items o Agenda items (Decisions, action items, and fixes or next steps) o Next meeting date and time o Detailed attachment list
Construction Cost Estimates
Construction cost estimates shall comply with Manual for Preparation of Cost Estimates & Related Documents for VA Facilities (latest version). This document is available on the TIL at http://www.cfm.va.gov/cost/index.asp. All estimates in any of the electronic formats listed above.
Quality Assurance/Quality Control (QA/QC) Plan
All documents in any of the electronic formats listed above.
Basis of Design (BD)/Charrette, Site Investigation/SHPO Narrative – 10% Preliminary Documents
All documents in any of the electronic formats listed above.
One (1) half-size paper bond sets of drawings – 1 copy SHPO submittal package to include design narrative, drawings, report, space drawings, etc. on the selected option – 1 package If necessary, architect to provide preliminary architectural designs for coordination with the VA’s end users. These designs shall be used in a coordination meeting with the end users to determine specific requirements. 35% documents should incorporate these requirements within reason.
Schematic Design (SD) – 35% Review
All documents in any of the electronic formats listed above.
One (1) half-size paper bond sets of drawings – 1 copy Listing of Specification Sections for Construction Documents One (1) paper bond sets of investigation reports, design calculations, space planning data, and cost estimate – 1 copy Preliminary single line construction documents showing building and equipment layouts, schedules showing general information, schematics, general details and notes, and any other information necessary to assess that the A/E team and VA agree on the project requirements.
If necessary, develop VISN CAM submittal package to include drawings, estimates, report, space drawings, etc. on the selected option – 1 package
After submission of the 35% documents to the VA, A/E is expected to continue work as thoroughly as possible until the VA returns their comments. Work on the design should not cease during the review period.
35% documents shall incorporate the responses and suggestions of the VA design group and
SHPO.
Design Development (DD) – 65% Review
All documents in any of the electronic formats listed above.
One (1) half-size paper bond sets of drawings – 1 copy One (1) paper bond set of specifications – 1 copy One (1) paper bond sets of investigation reports, design calculations, space planning data, construction schedule, construction statement of work (SOW), and cost estimate – 1 copy Coordinate design development with station engineer and VA design group. This shall include one or more charrette meetings that include all relevant parties. This meeting shall be focused on resolving any issues not captured in the 35% design.
65% construction documents to have fully drawn architectural plans that would only require minor alterations and engineering plans are to be 50% complete.
Develop Fire Protection and Life Safety review submittal package to include drawings, estimates, report, space drawings, etc. on the selected option. – (2) packages. One package will be submitted to a Third-Party Life Safety reviewer. The other package will be delivered to the Bedford VAMC Safety Department. Packages can be emailed.
The NEPA and PCRA documentation shall be preliminarily filled out during one of the 65% reviews. Any resulting action from the NEPA or PCRA should be included in the 95% documents.
65% documents shall incorporate the responses and suggestions of the VA design group and
SHPO.
Construction Documents (CD) – 95% Review
All documents in any of the electronic formats listed above.
One (1) half-size paper bond sets of drawings – 1 copy One (1) paper bond set of specifications – 1 copy One (1) paper bond set of investigation reports, design calculations, space planning data, construction schedule, construction SOW, and cost estimate – 1 copy 95% construction documents should be fully complete to the best of the architect and engineers’ abilities. The construction documents should require only minor alterations to meet the VA’s needs.
95% documents shall incorporate all of the responses and suggestions of the HEFP/SEP, VISN 1, Life Safety, and Fire Protection reviews. This submission shall be repeated
Final Bid Documents (Bid) – 100% Final Design
PDF files of drawings, specifications, and any miscellaneous design analysis documents such as submittal log and physical security compliance report.
Certified memo annotating what areas/times were not upgraded and the corresponding justifications.
Certified memo that the A/E design is independent of future projects and includes all equipment required for the project to be activated/full functional.
Word files of specifications.
AutoCAD files of drawings.
One (1) half-size paper bond sets of drawings – 1 copy One (1) paper bond sets of specifications – 1 copy
One (1) paper bond sets of investigation reports, design calculations, space planning data, construction schedule, and construction SOW – 1 copy
One (1) detailed paper bond sets of cost estimate – 1 copy List of Submittals for construction Provide all contract drawings and documents on CD-R recordable discs (AutoCAD Release 2019 or later)
Construction Period Services (CPS)
Requests for Information (RFI) o Requests for Information shall be submitted within three (3) calendar days of submittal to the A/E.
Submittal Reviews o Submittal reviews shall be submitted within seven (7) calendar days of submittal to the A/E.
Site Visit Reports o Site visit reports shall be submitted within seven (7) calendar days of the visit. All documents in any of the electronic formats listed above.
Modification/Change Order Requests o Modification requests shall be submitted within seven (7) calendar days of submittal to the A/E. This includes the review of the contractor’s change order/modification proposal for construction change orders, as well as the formulation of an IGCE for the modification, as requested. The A/E's reply regarding his/her review of cost proposals and his/her recommendations shall include an independent breakdown of costs in detail, quantities, and unit prices and shall cover both additions and deductions of labor, materials, and equipment. The A/E shall also supply cost estimates as requested by the COR for Request for Proposals for anticipated changes.” All documents in any of the electronic formats listed above. Note - If major modification, VA will provide additional time and document format guidance.
Punch List o Punch list shall be submitted within seven (7) calendar days of the final acceptance inspection. All documents in any of the electronic formats listed above.
Record Drawings o Record drawings shall be delivered to the VA within thirty (30) calendar days after VA acceptance of the construction project in AutoCAD (.dwg) format. A/E to provide full size Mylars for reproduction and will include all redlined deviations to the project accepted by the A/E & VA.
15. PROJECT SCHEDULE/PERIOD OF PERFORMANCE:
The A/E shall perform Part One Services/Design Phase work according to the schedule shown below. The A/E is also responsible for following specification Section 01 32 16.10 Architectural and Engineering CPM Schedules, which is located in SOW Attachment 05 - 01 32 16.01 EHRM Architectural and Engineering CPM Schedule. If a due date on the timeline below falls on a Holiday or Weekend, the submittal shall be due the following business day. The remaining timeline will not be shifted to accommodate Holidays or Weekends.
Administrative Time 14 calendar days after receipt of Notice of Award QA/QC Submittal & Basis of Design (BD) 10% Submittal
7 calendar days after end of Administrative Time
QA/QC and BD 10% Submittal Review Meeting
14 calendar days after VA receipt of QA/QC & BD 10% Submittals
35% SD Submittal 27 calendar days after acceptance of QA/QC & BD 10% Submittals
35% SD Review Meeting 14 calendar days after VA receipt of 35% SD Submittal
65% DD Submittal 26 calendar days after VA acceptance of 35% SD Submittal
65% DD Review Meeting 14 calendar days after VA receipt of 65% DD Submittal
95% CD Submittal 26 calendar days after VA acceptance of 65% DD Submittal
95% CD Review Meeting 14 calendar days after VA receipt of 95% CD Submittal
Final Bid Documents Submittal 14 calendar days after VA acceptance of 95% CD Submittal
Final Bid Documents Acceptance Meeting
14 calendar days after VA receipt of Final Bid Documents Submittal
Total Part One Services/Design Phase Schedule
184 calendar days
The 184 days listed in Part One project schedule may fluctuate based on when 95% CD submittal meets all VA guidelines and acceptance is issued. If 95% CD submittal is not accepted due to insufficient design requirements throughout the design period and additional time is deemed necessary. It is the responsibility of the AE firm to cover all costs associated with such delays.
Part Two Services/Construction Period Services shall be performed for the length of time between the time the option(s) are exercised and acceptance of Construction Completion. The VA has 365 calendar days from final acceptance of the design to exercise the option(s) for Construction Period Services.
16. CONTRACT OVERSIGHT:
All contracts for this project shall be awarded by the Program Contracting Activity Central (PCAC); only a warranted VA Contracting Officer shall have authority to change the terms and conditions of a contract.
These changes may involve the contract award amount, contract period of performance, issuance of stop work orders and changes to the statement of work.
PCAC shall designate a Contracting Officer’s Representative (COR) to monitor and manage the A/E’s performance under the design project contract. The COR shall be a representative of the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) Bedford, MA. Engineering Service Project Section and have the technical knowledge required to monitor and oversee the project.
A COR from the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) Bedford, MA. Engineering Service Project Section shall also be designated for the construction project contract to monitor and manage the construction contractor’s performance under the construction project contract. This designation under the construction contract shall be considered equivalent to the industry standard of “Owner’s Representative” and does not supersede or eliminate the A/E’s responsibility for Part Two Services/Construction Period Services. The A/E ultimately shall be responsible for any errors and omissions with the design discovered during and after the construction phase.
17. OI&T INFRASTRUCTURE STANDARD FOR TELECOMMUNICATION SPACE:
The latest version of Infrastructure Standard for Telecommunications Spaces is located on VA’s Technical Information Library (TIL). The design for this project at the Edith Nourse Rogers Memorial Veterans Hospital (ENRM) Bedford, MA. must meet fiber requirements of the Infrastructure Standard for Telecommunications Spaces (https://www.cfm.va.gov/til/dguide/OIT- InfrastrucStdTelecomSpaces.pdf).
18. EXEMPTIONS TO VA OEHRM SITE INFRASTRUCTURE REQUIREMENTS:
Any variances or exemptions to SOW Attachment 02, most recent version, must be referenced, documented, and discussed with CO, COR and HEFP SEP. Following approval of variance or exemption, AE shall submit documentation describing variance or exemption, indicating reference in VA documentation, describe any mitigating measures, and include an attachment with documentation of discussion with CO, COR, and HEFP SEP.
19. RECORDS AND INFORMATION MANAGEMENT:
Upon completion or termination of the applicable contract(s) or agreement(s), return and/or destroy, at Covered Entity’s option, VA information gathered, created, received, or processed during the performance of the contract(s) or agreement(s). No data will be retained by Business Associate, or contractor, subcontractor, or other agent of Business Associate, unless retention is required by law and specifically permitted by Covered Entity. As deemed appropriate by and under the direction of Covered Entity, Business Associate shall provide written assurance that all VA information has been returned to Covered Entity or destroyed by Business Associate. If immediate return or destruction of all data is not possible, Business Associate shall notify Covered Entity and assure that all VA information retained will be safeguarded to prevent unauthorized Uses or Disclosures.
Prior to termination or completion of this contract, contractor/subcontractor must not destroy information received from VA, or gathered/created by the contractor in the course of performing this contract without prior written approval by the VA. Any data destruction done on behalf of VA by a contractor/subcontractor must be done in accordance with National Archives and Records Administration
(NARA) requirements as outlined in VA Directive 6300, Records and Information Management and its Handbook 6300.1 Records Management Procedures, applicable VA Records Control Schedules, and VA Handbook 6500.1, Electronic Media Sanitization. Self-certification by the contractor that the data destruction requirements above have been met must be sent to the VA Contracting Officer within 30 days of termination of the contract.
20. SOW and ATTACHMENTS:
The following list of documents are attached to this SOW for A/E use and incorporation into the project documents:
VHA Required Division 01 Specification Sections (See SOW Attachment 01) 00 VA OEHRM Site Infrastructure Requirements 2.0 (See SOW Attachment 02) VHA Directive 1061 Prevention of Healthcare Associated Legionella Disease (See SOW
Attachment 03) Sensitive Infrastructure Data Classification FOUO (See SOW Attachment 04) 01 32 16.01 EHRM Architecture and Engineering CPM Schedule (See SOW Attachment 05) Program guide, PG-18-15 Volume C – A/E Submission Instructions for Minor and NRM
Construction program dated November 2008 (See SOW Attachment 06) Seasonal influenza with vaccines (See SOW Attachment 07) Campus Map (See SOW Attachment 08) Training and Admin Support Planning Guide (See SOW Attachment 9) Basis of Design Modular Trailer Layouts and Examples (See SOW Attachment 10) Pre-Construction Risk Assessment (PCRA) (See SOW Attachment 11)
End of SOW
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WILLIAMS SCOTSMAN INC. ALL RIGHTS RESERVED ©
DATE:
DRAWN BY:
WILLIAMS SCOTSMAN INC.
901 S Bond St Ste 600, Baltimore, MD 21231
410.931.6000 www.willscot.com
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APPR. BY:
FILE #:
APPR. DATE:
REP:
ASSET #:
PRELIMINARY DRAWING NOT FOR CONSTRUCTION
/6
/2
9:
:4
AM
A-101B
FLOORPLAN
(FLEX OPT B)
C
ER
N
ER
W
AL
D
EN
VA
T
R
AI
N
IN
G
10/06/20
J.VILLA
R O
SE
BU
R G
, O R
WS2019-0651B
G.GULLEY
G M
F P1
ISSUE DATE DESCRIPTION
1/4" = 1'-0"
FLOORPLAN (B)1
NOTE:
- STAIR AND RAMP DESIGN ASSUMES BUILDING SET HEIGHT
OF +/- 10-INCHES FROM GRADE TO DOOR THRESHOLD.
DESIGN MAY VARY BASED ON SITE CONDITIONS.
SUBJECT TO APPROVAL BY JURISDICTION HAVING AUTHORITY.
- FURNITURE SHOWN FOR SPACE PLANNING PURPOSES ONLY.
PLEASE REFER TO PROPOSAL FOR ITEMS TO BE INCLUDED IN PRICING.
TAP WALL SCHEDULE - LEVEL 1
TYPE MARK DESCRIPTION QUANTITY
T-1 EW80013 1
T-4 WC - EW80001 (WALL CHANNEL) 4
TS-2 S-7 - EW91013 (7.38" SOLID PANEL) 1
TS-3 S-15 - EW91012 (15.50" SOLID PANEL) 2
TS-4 S-37 - EW91011 (37.63" SOLID PANEL) 3
TS-6 S-DO0R_RH - EW91001 (FLEX PREMIUM RH DOOR) 1
TS-7 S-DO0R_LH - EW91002 (FLEX PREMIUM LH DOOR) 1
PORTLAND CERNER TRAILERS
VA PROJECT NO. 648-20-107
U.S. Department of Veterans Affairs
Veterans Health Administration
VA Portland Health Care System
DATEREVISIONS
VA Portland Health Care System
(VAPORHCS)
U.S. Department of Veterans Affairs
PORTLAND CAMPUS
SITE
PORTLAND PROJECT COVER CERNER TRAILERS
FMS NCK
12/2/20
648-20-107
CVR
1 3
DODIER
SCALE: NO SCALE
DRAWING INDEX
PORTLAND LOCATION MAP
SCALE: NOT TO SCALE
1 TYPICAL TRAILER LAYOUT
SCALE: NOT TO SCALE
Sheet List Table
Sheet Number Sheet Title
CVR Portland Project Cover
A3.0 Portland Site Plan - Water and Sewer
A4.0 Portland Site Plan - Electrical & Telecom
Portland Campus
3710 SW US Veterans Hospital Road
Portland, OR 97239-2964
PROJECT WORK CAN BEGIN AT NTP BUT FINAL CONNECTIONS CANNOT BE MADE UNTIL
MODULAR UNITS ARE DELIVERED MARCH 28, 2021. ALL WORK MUST BE COMPLETE BY APRIL
16, 2021. ALL WORK DONE PRIOR TO MODULAR UNIT DELIVERY SHALL NOT BLOCK MODULAR
INSTALL PATH OF TRAVEL. MODULAR UNITS WILL ENTER FROM THE EAST, PAST BUILDING 6
AND PAST BUILDING T51.
PROJECT NOTES:
AutoCAD SHX Text Checked By/Proj.Mgr
AutoCAD SHX Text Approved: Proj Eng
AutoCAD SHX Text Approved: Infect Cont
AutoCAD SHX Text Approved: Chief P&O
AutoCAD SHX Text Approved: Service Chief
AutoCAD SHX Text Approved: Safety Mgr.
AutoCAD SHX Text Approved: VAPORHCS Director
AutoCAD SHX Text Approved: Chief Facilities Mgmt
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Location
AutoCAD SHX Text Drawn By
AutoCAD SHX Text Building No.
AutoCAD SHX Text Project Title
AutoCAD SHX Text Approved: Chief M&R
AutoCAD SHX Text 1/2'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1/8'' = 1'-0''
AutoCAD SHX Text 1/16'' = 1'-0''
AutoCAD SHX Text 1/4'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1'' = 1'-0''
AutoCAD SHX Text 3'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 3/8'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 1 1/2'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 3'
AutoCAD SHX Text 6'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 3/32'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
AutoCAD SHX Text
PORTLAND PROJECT COVER
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text TRAILER 24' x 60'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text X
AutoCAD SHX Text O
AutoCAD SHX Text
WATER STUB OUT
AutoCAD SHX Text
SEWER STUB OUT
T
A
L
O
ST
OP
AH
EA
D
LOT 9
SW US VETERANS HOSPITAL ROAD
L
L
W
A
T
E
L
I
N
E
S
E
W
N
E
SSS
M
E
C
HR
O
O
M
TOILET, M.
CORRIDOR
TOILET, M.
CONF. ROOM
CORRIDOR
W
A
T
N
E
P
O
I
N
F
N
N
E
C
T
I
O
N
TELE.
W
S
DATEREVISIONS
VA Portland Health Care System
(VAPORHCS)
U.S. Department of Veterans Affairs
PORTLAND CAMPUS
SITE
PORTLAND SITE PLAN - WATER AND SEWER CERNER TRAILERS
FMS NCK
12/2/20
648-20-107
A3.0
2 3
DODIER
SCALE: NO SCALE
WATER SERVICE:
1. FURNISH AND INSTALL A 1-1/2” INSULATED WATER LINE FROM BUILDING 51 TO
CONNECTION POINTS FOR EACH MODULAR UNIT SHOWN ON THE DRAWINGS.
2. WATER CONNECTION POINT IN BUILDING 51 WILL BE THE 1-1/2” DOMESTIC WATER LINE
LOCATED IN CEILING OF CORRIDOR OUTSIDE OF ROOM 129.
3. WATER LINE TO BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING LINES
ABOVE CEILING TO BUILDING EXIT AND THEN ABOVE GROUND TO MODULAR
CONNECTION POINTS.
4. HEAT TRACE EXTERIOR WATERLINE. HEAT TRACE POWER TO BE FED FROM MODULAR
UNITS.
5. CONTRACTOR TO INSTALL SLIP RESISTANT RAMPED PLATFORM OVER WATERLINE AT
WALKWAY LOCATION TO AVOID THE WATER LINE BEING A TRIPPING HAZARD.
SEWER SERVICE:
1. FURNISH AND INSTALL SEWAGE PUMP SYSTEM AT THE LOCATION SHOWN ON THE
DRAWINGS. SEWAGE PUMPING SYSTEM TO BE SIZED AND INSTALLED PER UNIFORM
PLUMBING CODE. MODULAR UNITS WILL HAVE 5 TOILETS AND 5 SINKS.
2. PROVIDE CONNECTION TO EXISTING 4” SEWAGE PIPE LOCATED UNDER BUILDING 6.
3. FURNISH AND INSTALL PVC SEWAGE PIPING FROM SEWAGE PUMP TO CONNECTION
UNDER BUILDING 6. SURFACE MOUNTED ROUTE INDICATED ON DRAWINGS.
4. FURNISH AND INSTALL PVC PIPING FROM EACH MODULAR UNIT CONNECTION POINT TO
SEWAGE PUMP SYSTEM.
5. CONTRACTOR TO INSTALL SLIP RESISTANT PLATFORM WHERE THE SEWAGE LINE
CROSSES THE STEPS ADJACENT TO BUILDING 6 TO AVOID THE SEWAGE LINE BEING A
TRIPPING HAZARD.
6. PROVIDE SHOP DRAWING SUBMITTAL OF FULL PUMPING SYSTEM TO INCLUDE ROUTE
OF PIPING, SIZE OF PIPING, CONNECTION POINTS, AND SEWAGE PUMPING UNIT.
NOTES:
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text 7B
AutoCAD SHX Text 8B
AutoCAD SHX Text 9B
AutoCAD SHX Text 10B
AutoCAD SHX Text 7A
AutoCAD SHX Text 8A
AutoCAD SHX Text 9A
AutoCAD SHX Text 10A
AutoCAD SHX Text
C.C. STAFF
AutoCAD SHX Text 27B
AutoCAD SHX Text 26B
AutoCAD SHX Text 25C
AutoCAD SHX Text 24C
AutoCAD SHX Text 23C
AutoCAD SHX Text 22B
AutoCAD SHX Text 21B
AutoCAD SHX Text 20B
AutoCAD SHX Text 26A
AutoCAD SHX Text 25B
AutoCAD SHX Text 24B
AutoCAD SHX Text 23B
AutoCAD SHX Text 22A
AutoCAD SHX Text 21A
AutoCAD SHX Text 20A
AutoCAD SHX Text 25A
AutoCAD SHX Text 24A
AutoCAD SHX Text 23A
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
CHIEF
AutoCAD SHX Text
CHIEF
AutoCAD SHX Text
WELL BUILDING
AutoCAD SHX Text
WATER TANK 96200 GAL 26' DIAMETER 24' HEIGHT
AutoCAD SHX Text 1B
AutoCAD SHX Text 1A
AutoCAD SHX Text 2B
AutoCAD SHX Text 2A
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
POLICE PARKING
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
POLICE PARKING
AutoCAD SHX Text
POLICE PARKING
AutoCAD SHX Text #71
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
MHICM
AutoCAD SHX Text #70
AutoCAD SHX Text #72
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text TRAILER 24' x 60'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text X
AutoCAD SHX Text O
AutoCAD SHX Text
WATER STUB OUT
AutoCAD SHX Text
SEWER STUB OUT
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text TRAILER 24' x 60'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text X
AutoCAD SHX Text O
AutoCAD SHX Text
WATER STUB OUT
AutoCAD SHX Text
SEWER STUB OUT
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text TRAILER 24' x 60'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text X
AutoCAD SHX Text O
AutoCAD SHX Text
WATER STUB OUT
AutoCAD SHX Text
SEWER STUB OUT
AutoCAD SHX Text
DW
AutoCAD SHX Text W
AutoCAD SHX Text D
AutoCAD SHX Text
UP
AutoCAD SHX Text
116 SF
AutoCAD SHX Text
AutoCAD SHX Text
182 SF
AutoCAD SHX Text C1-2
AutoCAD SHX Text
121 SF
AutoCAD SHX Text
AutoCAD SHX Text
410 SF
AutoCAD SHX Text
AutoCAD SHX Text
210 SF
AutoCAD SHX Text C1-4
AutoCAD SHX Text
DF
AutoCAD SHX Text F.E.
AutoCAD SHX Text R
AutoCAD SHX Text
DF
AutoCAD SHX Text
BABY CHANGING TABLE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
BABY CHANGING TABLE
AutoCAD SHX Text
BABY CHANGING TABLE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text H/W
AutoCAD SHX Text H/W
AutoCAD SHX Text
AREA DRAIN
AutoCAD SHX Text H/W
AutoCAD SHX Text
AutoCAD SHX Text Checked By/Proj.Mgr
AutoCAD SHX Text Approved: Proj Eng
AutoCAD SHX Text Approved: Infect Cont
AutoCAD SHX Text Approved: Chief P&O
AutoCAD SHX Text Approved: Service Chief
AutoCAD SHX Text Approved: Safety Mgr.
AutoCAD SHX Text Approved: VAPORHCS Director
AutoCAD SHX Text Approved: Chief Facilities Mgmt
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Location
AutoCAD SHX Text Drawn By
AutoCAD SHX Text Building No.
AutoCAD SHX Text Project Title
AutoCAD SHX Text Approved: Chief M&R
AutoCAD SHX Text 1/2'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1/8'' = 1'-0''
AutoCAD SHX Text 1/16'' = 1'-0''
AutoCAD SHX Text 1/4'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1'' = 1'-0''
AutoCAD SHX Text 3'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 3/8'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 1 1/2'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 3'
AutoCAD SHX Text 6'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 3/32'' = 1'-0''
AutoCAD SHX Text
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
PORTLAND SITE PLAN - WATER AND SEWER
A
T r a i l e r
LO
T 1
L
ST
OP
AH
EA
D
ST
OP
LOT 9
SW US VETERANS HOSPITAL ROAD
L
L
O
T
T
E
L
E
C
T
R
I
C
A
L
M
E
C
HR
O
O
M
CORRIDOR
CORRIDOR
T
T
T
E
L
E
C
O
M
T
E
L
E
C
O
M
R
O
O
M
E
DATEREVISIONS
VA Portland Health Care System
(VAPORHCS)
U.S. Department of Veterans Affairs
PORTLAND CAMPUS
SITE
PORTLAND SITE PLAN - ELECTRICAL & TELECOM AND TELECOM CERNER TRAILERS
FMS NCK
12/2/20
648-20-107
A4.0
3 3
DODIER
SCALE: NO SCALE
POWER SERVICE:
1. REMOVE EXISTING CIRCUIT BREAKER IN LOAD CENTER TO CREATE SPACE IN EXISTING
480/277 PANEL LOCATED IN BUILDING 6 ROOM 118.
2. FURNISH AND INSTALL A 150 AMP BREAKER IN THE NEW SPACE IN THE 480/277 LOAD
CENTER.
3. FURNISH AND INSTALL A NEW OUTDOOR RATED 125KVA TRANSFORMER IN THE
LOCATION SHOWN ON THE DRAWINGS.
4. FURNISH AND INSTALL WEATHER RATED PANEL ADJACENT TO TRANSFORMER WITH
2-200 AMP BREAKERS.
5. RUN OUTDOOR RATED CABLING FROM BUILDING 6 ROOM 118 TO THE NEW 125KVA
TRANSFORMER. CABLING PATHWAY TO EXIT ROOM 118 VIA THE LOUVER, RUN ALONG
THE BUILDING WITH ATTACHMENTS ANCHORED TO THE BUILDING EXTERIOR, TO THE
SOUTH WEST CORNER OF THE BUILDING, CONDUCTORS WILL RUN OVERHEAD VIA
POWER POLES TO THE NEWLY INSTALLED TRANSFORMER. RACEWAY PER CODE.
6. RUN 120/208V POWER FROM 200 AMP CIRCUIT BREAKER TO EACH MODULAR UNIT AND
TERMINATE POWER TO EXISTING PANELS LOCATED ON EACH MODULAR BUILDING.
TELECOMMUNICATION SERVICE:
1. FURNISH AND INSTALL 12 STRANDS OF MULTI-MODE FIBEROPTIC CABLING WITHIN
RACEWAY PER SPECIFICATIONS FROM BUILDING T51 ROOM 110 TO
TELECOMMUNICATIONS CLOSET WITHIN MODULAR UNIT INDICATED ON THE
DRAWINGS.
2. TERMINATE FIBEROPTIC CABLING TO SPACE IN RACK LOCATED IN BUILDING T51 ROOM
110.
3. ROUTE FIBER WITHIN RACEWAY PER SPECIFICATION TO TELECOMMUNICATIONS CLOSET
WITHIN MODULAR UNIT INDICATED ON THE DRAWINGS.
4. TERMINATE 4 STRANDS OF FIBEROPTIC CABLE WITHIN THE MODULAR UNIT
TELECOMMUNICATIONS CLOSET.
NOTES:
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
AFGE
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
T-51 PATIENT LODGERS
AutoCAD SHX Text 7B
AutoCAD SHX Text 8B
AutoCAD SHX Text 7A
AutoCAD SHX Text 8A
AutoCAD SHX Text
C.C. STAFF
AutoCAD SHX Text 27B
AutoCAD SHX Text 26B
AutoCAD SHX Text 25C
AutoCAD SHX Text 24C
AutoCAD SHX Text 23C
AutoCAD SHX Text 22B
AutoCAD SHX Text 21B
AutoCAD SHX Text 20B
AutoCAD SHX Text 26A
AutoCAD SHX Text 25B
AutoCAD SHX Text 24B
AutoCAD SHX Text 23B
AutoCAD SHX Text 22A
AutoCAD SHX Text 21A
AutoCAD SHX Text 20A
AutoCAD SHX Text 25A
AutoCAD SHX Text 24A
AutoCAD SHX Text 23A
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
ED NURSE
AutoCAD SHX Text
GOV. VEHICLE
AutoCAD SHX Text
GOV. VEHICLE
AutoCAD SHX Text
ED CHIEF
AutoCAD SHX Text
ECU STAFF
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
CHIEF
AutoCAD SHX Text
CHIEF
AutoCAD SHX Text
WELL BUILDING
AutoCAD SHX Text
WATER TANK 96200 GAL 26' DIAMETER 24' HEIGHT
AutoCAD SHX Text 1B
AutoCAD SHX Text 1A
AutoCAD SHX Text 2B
AutoCAD SHX Text 2A
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
POLICE PARKING
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
RIDE SHARE
AutoCAD SHX Text
POLICE PARKING
AutoCAD SHX Text
POLICE PARKING
AutoCAD SHX Text #71
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
MHICM
AutoCAD SHX Text
MHICM
AutoCAD SHX Text #70
AutoCAD SHX Text #72
AutoCAD SHX Text
ED NURSE
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text TRAILER 24' x 60'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text X
AutoCAD SHX Text O
AutoCAD SHX Text
WATER STUB OUT
AutoCAD SHX Text
SEWER STUB OUT
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text TRAILER 24' x 60'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text X
AutoCAD SHX Text O
AutoCAD SHX Text
WATER STUB OUT
AutoCAD SHX Text
SEWER STUB OUT
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text RAMP UP 5' x 30'
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text TRAILER 24' x 60'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text PLATFORM 5' x 5'
AutoCAD SHX Text X
AutoCAD SHX Text O
AutoCAD SHX Text
WATER STUB OUT
AutoCAD SHX Text
SEWER STUB OUT
AutoCAD SHX Text
DW
AutoCAD SHX Text W
AutoCAD SHX Text D
AutoCAD SHX Text
182 SF
AutoCAD SHX Text C1-2
AutoCAD SHX Text
210 SF
AutoCAD SHX Text C1-4
AutoCAD SHX Text R
AutoCAD SHX Text
BABY CHANGING TABLE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
BABY CHANGING TABLE
AutoCAD SHX Text
BABY CHANGING TABLE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
AREA DRAIN
AutoCAD SHX Text H/W
AutoCAD SHX Text Checked By/Proj.Mgr
AutoCAD SHX Text Approved: Proj Eng
AutoCAD SHX Text Approved: Infect Cont
AutoCAD SHX Text Approved: Chief P&O
AutoCAD SHX Text Approved: Service Chief
AutoCAD SHX Text Approved: Safety Mgr.
AutoCAD SHX Text Approved: VAPORHCS Director
AutoCAD SHX Text Approved: Chief Facilities Mgmt
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Project No.
AutoCAD SHX Text Date
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Location
AutoCAD SHX Text Drawn By
AutoCAD SHX Text Building No.
AutoCAD SHX Text Project Title
AutoCAD SHX Text Approved: Chief M&R
AutoCAD SHX Text 1/2'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1/8'' = 1'-0''
AutoCAD SHX Text 1/16'' = 1'-0''
AutoCAD SHX Text 1/4'' = 1'-0''
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text
A…
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