Addendum 1 2.14.24.pdf

VAMC, Sheridan, WY

EHRM Infrastructure Upgrade Sheridan, WY

Project 666-21-700

February 14, 2024

ADDENDUM NO. 001

The following becomes a part of the original Plans and Specifications, just as if printed and bound therein, and takes precedence over any items that may conflict. The bidder shall acknowledge receipt of this

Addendum on his bid form, incorporating its provisions in his bid.

SPECIFICATIONS:

1. Section 01 00 00 General Requirements Page - 14

a. At “Building 32” Under the description for “Civil” delete the words “Building 24” and replace with “Building 32”

2. Section 01 00 00 General Requirements Page – 20 At “Building 64” under “Civil” add the words “Install buried fiber optic line to the exterior of Building 64. The new run of fiber optic line will require the removal and replacement of sidewalk and road crossings.”

3. Section 01 00 00 General Requirements Page – 20

a. At “Building 64” under “Electrical” add the words “Replace CAT 6A cable to the newer addition.”

4. Section 32 90 00 Planting

a. Section Issued with this addendum.

CHANGES AND CLARIFICATIONS TO DRAWINGS:

ARCHITECTURAL

None

CIVIL

Drawing Sheet DT-100 – DETAILS – Addition of pull box detail.

Drawing Sheet CU113 – SITE PLAN – See drawing sheet for a revision to address the Street name and north arrow orientation.

Drawing Sheet CU114 – SITE PLAN – See drawing sheet for a revision to address north arrow orientation.

MECHANICAL

Drawing Sheet M1.61 – BLDG 61 FLOOR PLANS – See drawing sheet for revision to address the water closet and lavatory demolition.

PLUMBING

None

ELECTRICAL

See attached Addendum 001 under West Plains Engineering, Inc. Letterhead dated 2/9/2024.

FIRE PROTECTION

Drawing Sheet FP1-04 – BLDG 4 FIRE PROTECTION – Delete SHEET NOTE 5 and replace with “Install new sprinklers, shall be pendent and/or upright sprinklers (recessed, semi-recessed, exposed).”

Drawing Sheet FP1-05 – BLDG 5 FIRE PROTECTION – In SHEET NOTE 4 Delete “Provide new concealed pendent head” and replace with “provide Sprinkler, shall be pendent and/or upright sprinklers (recessed, semi-recessed, exposed).”

PLAN HOLDERS:

VA Contracting

END OF ADDENDUM NO. 1

RAPID CITY, SD/POWER SIOUX FALLS, SD BISMARCK, ND CASPER, WY CEDAR RAPIDS, IA

P: (605) 348-7455 ELEC SPECIALTIES P: (701) 751-7322 P: (307) 234-9484 P: (319) 365-0030 F: (605) 348-9445 P: (605) 362-3753 F: (605) 348-9445 F: (307) 234-5494 F: (319) 365-4122 F: (605) 362-3759

Date: 2/9/2024 Project: EHRM Infrastructure Upgrade Sheridan, VAMC

To: Contractors Project #: 666-21-700

WPE# BR21040

From: Michael R. Sigman, PE Project Location: Sheridan, WY

Addendum Number: 001

To: All prime contract bidders and all others to whom Drawings and Specifications have been issued. Acknowledge receipt of the Addendum by inserting its number and date on the Bid Form. Failure to do so may subject bidder to disqualification.

This Addendum forms a part of the Contract Documents. It modifies them as follows:

Specifications

Section 270533

1. Change paragraph 2.1 A. from: Minimum Conduit Size: 19mm (3/4 inch) to: Minimum Conduit Size: 1 inch.

Section 260541

1. Add paragraph 2.3 C.3. PVC Coated rigid metal conduit: NFPA 70, Type RMC galvanized steel rigid metal conduit with external polyvinyl chloride (PVC) coating complying with NEMA RN 1 and listed and labeled as complying with UL

6. Exterior Coating: Polyvinyl chloride (PVC), nominal thickness of 40 mil, 0.040 inch (1.02 mm).

Section 271116

1. Delete paragraph 2.6 A.

2. Add new paragraph 2.6 A. Contractor to provide rack isolation pads and isolation bushings for all new and existing floor mounted racks. These are not required for racks and cabinets in the server room. Shall be as manufactured by Ortronics, Chatsworth, Hoffman or equal.

Section 271323

1. Add new paragraph 3.1 C. Contractor to provide 20 foot service loops for fiber runs withing TR’s, Manholes, Pull Boxes and similar areas.

Section 271513

1. Add new paragraph 1.1 A. Contractor to provide contingency for 300 additional CAT 6A cables to be run up to 290 feet with termination at each end and associated testing. Contractor to provide contingency for 60 runs of 1” conduit to be run up to 290 feet each, with each terminating at an outlet location with a junction box, mud ring and faceplate.

Section 271619

1. Delete existing paragraph 2.1 C. and replace with the following: Conductor Size. 22-24AWG.

2. Add new paragraph 2.1 D. Contractor to provide one CAT 6A patch cord for the closet end for each new CAT 6A cable installed.

3. Add new paragraph 2.1 E. Contractor to provide one CAT 6A 15 foot patch cord for every 3 CAT 6A cables installed for user end connection.

4. Add new paragraph 2.2 F. Contractor to provide two fiber optic patch cords, one for each end, of each fiber being installed.

F: (605) 348-9445 P: (605) 362-3753 F: (605) 348-9445 F: (307) 234-5494 F: (319) 365-4122 F: (605) 362-3759

Drawings

Add Site Sheet (Attached)

1. The attached site sheet for location of access to tramway crawlspace.

Sheet E0-03

1. Delete sheet and replace with new Sheet E0-03R1.

Sheet E0-04

1. Delete sheet and replace with new Sheet E0-04R1.

Sheet E1-01

1. Delete Miscellaneous Note H.

2. Delete Specific Note E103.

Sheet E1-02

2. Specific Note E107 Delete reference to installation of Temperature sensors.

Sheet E1-03

1. Delete Miscellaneous Note F.

Sheet E1-04-1

2. Specific Note E104 Delete reference to installation of Temperature sensors.

Sheet E1-05-1

Sheet E1-06-1

2. Specific Note E102 Delete reference to installation of Temperature sensors.

Sheet E1-07-B

2. Delete Specific Note E104.

Sheet E1-07-2

1. Delete Miscellaneous Note G.

2. Delete Specific Note E104.

Sheet E1-08-B2

2. Add new Miscellaneous Note F. The Electrical Contractor to ensure all new and existing penetrations of electrical conduit, raceways and cable trays from Server Room 003 and Fiber Optic Room 003A are sealed by way of caulk or

F: (605) 348-9445 P: (605) 362-3753 F: (605) 348-9445 F: (307) 234-5494 F: (319) 365-4122 F: (605) 362-3759 other sealing methods at completion of work to ensure that test outlined on sheet FP1-08-B for the clean agent fire protection system will pass.

3. Specific Note E102 Delete reference to installation of Temperature and Humidity sensors.

4. Specific Note E103 Delete reference to installation of Temperature and Humidity sensors.

5. Provide 120V circuit from 20A/1P breaker Panel 8B1 circuit 25 for new Clean Agent Control Panel. Contractor to refer to Sheet FP1-08-B detail 3 Building 8.B – New Construction Plan (Clean Agent System) for location of Clean Agent Control Panel.

Sheet E1-08-1

2. Delete Specific Note E102.

Sheet E1-09-1

2. Delete Specific Note E105.

Sheet E1-11

Sheet E1-24

1. Delete Miscellaneous Note D.

2. Specific Note E101 Delete reference to installation of Temperature sensors.

Sheet E1-31

Sheet E1-32

Sheet E1-35

1. Delete Miscellaneous Note E.

2. Delete Specific Note E107.

Sheet E1-36

Sheet E1-37

2. Delete Specific Note E111.

Sheet E1-42

F: (605) 348-9445 P: (605) 362-3753 F: (605) 348-9445 F: (307) 234-5494 F: (319) 365-4122 F: (605) 362-3759

Sheet E1-61

Sheet E1-71-1

2. Specific Note E102 Delete reference to installation of Temperature sensors.

3. Delete reference to specific note 102 from data outlet shown between room Elec 273 and Audiology 274.

4. Delete reference to specific note 101 from data outlet shown east (plan north) of Corr C206.

Sheet E1-71-3

Sheet E1-71N-1

2. Delete Specific Note E107.

Sheet E1-71N-2

1. Delete Miscellaneous Note I.

Sheet E1-86-1A

Sheet E1-86-1B

1. Delete Miscellaneous Note E and replace with the following: EXISTING FIBER IS ROUTED FROM BUILDING 8 SERVER ROOM INTO CRAWL SPACE UNDER INTERCONNECTING TRAMWAY THE THAT RUNS FROM BLDG 9 ON THE NORTH TO BUILDING 3 ON THE SOUTH. FROM THE TRAMWAY CRAWL SPACE, A 5” CONDUIT IS ROUTED ABOVE THE BUILDING 86 TRAMWAY CEILING TO A PULL BOX IN ROOM 124 OF BUILDING 86. FROM THIS PULL BOX ANOTHER CONDUIT EXTENDS TO THE CRAWLSPACE OF BUILDING 86 TO AN EXISTING CABLE TRAY. WITHIN THIS EXISTING CABLE TRAY FIBER EXTENDS TO BELOW EXISTING ROOMS 127A AND 102B WHERE IT EXTENDS UP TO THE EXISTING FIBER CABINETS. THIS EXISTING PATHWAY MAYBE USED AS ONE PATHWAY FOR ONE RUN OF THE NEW FIBER THAT IS TO BE INSTALLED TO TELE COM 86-102A.

THE CONTRACTOR SHALL PROVIDE THE SECOND SIDE OF FIBER FROM BUILDING 8 003 TO THE CEILING AREA OF THE TRAMWAY AND EXTEND SOUTH TO THE CONNECTING CORRIDOR TO BUILDING 86 AND THEN TO THE RESPECTIVE CLOSETS WITHIN BUILDING 86. CONTRACTOR TO ENSURE A 24” SEPARATION BETWEEN THE EXISTING PATH AND NEW PATH. THE EXISTING FIBER MUST REMAIN IN SERVICE UNTIL THE NEW FIBER IS INSTALLED IN THE NEW PATHWAY AND IS MADE OPERATIONAL TO ENSURE A MINIMAL

DOWN TIME.

2. Delete Miscellaneous Note G.

3. Specific Note E104 Delete reference to installation of Temperature sensors.

4. Delete Specific Note E115.

Sheet E1-86-3

F: (605) 348-9445 P: (605) 362-3753 F: (605) 348-9445 F: (307) 234-5494 F: (319) 365-4122 F: (605) 362-3759

Sheet E1-87-1A

Sheet E1-90

Sheet E1-G-1

1. Delete Miscellaneous Note D.

Sheet E2

1. The neutral conductor described in the detail note shall be a #8 CU from the outlet location back to the panelboard serving the outlet.

END OF DOCUMENT – MRS

Attachments: Site Sheet, E0-03R1 and E0-04R1 mikes Callout Tram Crawlspace Access point mikes Callout Tram Crawlspace Access point mikes Callout Tram Crawlspace Access point mikes Callout Tram Crawlspace Access point mikes Callout Tram Crawlspace Access point mikes Typewritten Text Site Sheet

VHA Pre-Construction Risk Assessment (PCRA)

VHA-PCRA-2023-1.0 Page 1 of 5

PCRA Introductory Information and Instructions

Use this template as a baseline for performing facility Pre-Construction Risk Assessments (PCRA) for Construction, Renovation, and Maintenance work (referred to as the “activity” in this document). The template provides minimum requirements for categorizing activity type(s) and safety risk to determine the level of precautions needed to prevent impact related to Construction, Renovation and Maintenance on patients, employees, and contractors.

Ensure that the activity statement of work and any drawings available are used for the PCRA assessment and included in the project file with the completed PCRA.

Communication and coordination of all types of activity with affected areas are to be included among the control measures. The development of communication and coordination plans must begin during the activity planning phase.

Facilities may customize this template to incorporate site-specific information and requirements.

NOTE: This VHA PCRA template pertains specifically to non-infection-related safety for Construction, Renovation, and Maintenance activities. It must be used in conjunction with the VHA Infection Control Risk Assessment (ICRA) for the activity, if required, which specifically addresses infection risks outside the scope of this PCRA.

PERMIT: See the last page of this document for a fillable permit form to be used for posting at the activity site.

Activity Location:

Activity Name, Number, and/or Brief Description:

Table 1 - Construction, Renovation, and/or Maintenance Activity Type and Control Measures

NOTE: If any of the bulleted criteria in a higher activity type pertains to the work that will be done (even if the other criteria are in a lower type), use the higher activity type for the VHA PCRA.

Controls defined in Table 1 for the activity must be in place before the activity begins and maintained until work is completed and the area is activated. Control measures for each activity must also include the control measures in the preceding row(s).

As the activity progresses, a full re-evaluation of remaining activity type and risk is required prior to changing the level of control measures.

Activity Type determined from Table 1:

Activity Type and Description Control Measures

Inspection/upkeep generally defined as follows:

• Work can be completed in a single shift, not to exceed 10 hours.

• Patients, employees and/or visitors may be in the area depending on the activity.

• Work that does not create dust or debris.

• Work that does not create vapors or fumes.

1. Immediately replace any ceiling tile, close access panels, etc., upon completion of work.

2. Site visits of construction area are required weekly by member of multi-disciplinary team.

Site visits will be documented on standard checklist.

666-21-700 EHRM Infrastructure Upgrades. Running new fiber below and above the tram to B8, remodel all OIT Closets, including expansion of some new larger door frames installed, remodeling existing office space for better use of space for staff. Some OIT closets are near and inside of patient care areas.

Demolition of building components, installation of new building components.

Campus wide, all buildings and tramways. Patient Areas.

VHA-PCRA-2023-1.0 Page 2 of 5

• Removal of ceiling tile or access to mechanical or electrical chase for visual inspection that will not impair fire safety systems and are limited to 1 tile per 50 square feet with limited exposure time (not to exceed an hour for each tile) within the shift.

• Minor interior updates (e.g., replacing floor or ceiling tiles, carpentry work to include hanging signage, and painting with hand tools) that do not create vibration or noise.

• Limited building system maintenance that does not require Lock Out Tag Out (LOTO) such as plumbing on potable systems limited to faucet replacement, steam trap replacement etc. and electrical work such as replacement of bulbs, receptacles, or switches.

3. Site specific safety plan, task hazard analysis, and hazard communication required to be provided by the contractor and approved where a contact is in place. For internal work the shop involved must work with Safety to ensure proper precautions are in place.

4. Must address identified hazards and controls that will be implemented to ensure minimal impact to patients, employees, contractors and facility.

5. Communication and coordination plan for all affected areas

Small scale Construction, Renovation and general maintenance/repair work, generally defined as follows:

• Prolonged work that may take longer than a single shift but not exceeding six months.

• Patients and employees are not to be in the area until activity is completed.

• Work that creates some noise and vibration due to power tool use.

• Selective demolition/removal of preexisting floor covering, casework, lay-in ceiling, or other architectural elements that may o disturb asbestos, lead or silica o create the potential for falling objects o create vibration and/or noise in excess of 80 dB(A) in surrounding areas.

o cause penetrations in fire or smoke barrier

• Plumbing work such as the installation of new sinks, showers and toilets and associated plumbing that requires utility outages or work on the steam system that may require:

o LOTO o The use of compressed gas cylinders

• Electrical work such as installation of conduit and wire for lighting, receptacles and switches for an area, the installation of conduit and wire for new devices such as terminal units, fans etc. Electrical work such as installation of cabling/wiring/conduit for a single device, installation of new device such as a light fixture that require LOTO.

• Air Handler and/or fan shutdown/startup and HVAC work such as replacement of a single diffuser, single terminal unit, a single device and the installation of ductwork, diffusers, and terminal units for an area that may require:

o Work on ladders o Rigging, hoisting or lifting of equipment or materials overhead

• Modification of existing fire alarm and suppression systems requiring system outages and ILSMs or obstruction of exits and or impact on corridors.

• Architectural, structural, or any other work that may cause vapors or fumes such as:

o Roofing work o Flooring work o Painting or other large-scale use of such substances.

All control measures in the row above and the following:

1. Hazard communication chemical inventory required to be provided by the contractor and approved.

2. Where construction, Renovation and maintenance are done in an accredited facility, and ILSM assessment is required to be done and ILSMs put into place in accordance with TJC LS.01.02.01 and the local facility policy including Fire watch if necessary. Staff is trained and the ILSM is verified regularly

3. Hot Work or burn permits in place and staff trained

4. LOTO procedures in place and staff trained on their use

5. Site visits will be reviewed using the criteria in standardized guide.

6. Daily inspections of the site are to be conducted by the General Contractor or shop supervisor and documented on their daily log.

VHA-PCRA-2023-1.0 Page 3 of 5

Large-scale construction, renovation, or maintenance generally defined as follows:

• Work exceeding 6 months in duration.

• Patients and employees are not to be in the area until activity is completed.

• Excavation or heavy equipment use taking place o Dig safe required utility location o Trench safety o Dust control plan o Equipment exhaust, Noise, Vibration

• Confined space entry required (permit required or not)

• Requires crane work o General crane work o Lift over buildings

• Includes elevated work o Roof work, fall protection o Window work, scaffolding and fall protection o Odor control

• Welding, cutting or use of torches requiring burn permits

• Demolition of building components and infrastructure including removal of multiple doors, walls, framing, ceilings, flooring, piping, electrical and HVAC that may o require asbestos, lead or silica abatement o create the potential for falling objects o create vibration and/or noise in excess of 90 dB(A) in surrounding areas.

o cause breaches to fire or smoke barrier

• The installation building components such as new walls, ceilings and doors including framing, drywall and associated plaster work that requires transport of significant materials through building and up elevators i.e., weight limits of floors and elevators

• Plumbing work requiring LOTO and system shutdown and startup such as the installation of:

o new medical gas systems, o steam/heating hot water, condensate systems, o Potable water and sanitary drainage, multiple sinks, showers and toilets including associated plumbing.

• Electrical work such as installation of electrical feeders, distribution panels, conduit and wire for lighting, receptacles and switches for an area, the installation of conduit and wire for new devices such as terminal units, fans etc. requiring LOTO and system isolation.

• Installation of fire alarm and suppression systems requiring outages of those systems and ILSMs or closure of exits/corridors

• Mechanical work such as the installation of air handling equipment, associated ductwork, diffusers, heat exchangers, terminal units and controls requiring lifting and support of equipment and systems.

All control measures in the two rows above and the following Activity Hazard Analyses and Control Plans (check all that apply):

1. Excavation safety plan in place ☐

2. Dust control plan in place ☐

3. Pollution prevention plan in place ☐

4. Dig safe paper work in place ☐

5. Crane lift plan in place ☐

a. Crane placement

b. Crane swing

c. Crane load evaluation

6. Fall protection plan in place and staff trained ☐

7. Confined entry plan in place and staff trained ☐

Table 2. Affected Adjacent Area Assessment

In addition to the minimum precautions noted above for the Activity Type, it is critical that the activity be coordinated with the areas adjacent to the activity to ensure operations in those areas are not disrupted or impacted. List the adjacent areas in Table 2 below and develop activity-specific coordination plans and

VHA-PCRA-2023-1.0 Page 4 of 5 associated communication plans with each area to address activity work that could impact or disrupt the operation of the areas, in general as follows:

• If adjacent area is vacant (e.g., work outside, construction of new building, etc.):

o Coordination is typically not necessary other than potentially traffic flow and pedestrian access.

• If adjacent area is non-continuously occupied (e.g., areas where outpatient care is provided, employee health, etc.):

o Develop a list of activities that will potentially impact or disrupt the operation of the area (e.g., work involving noise, vibration or exit obstruction) and meet with POC to coordinate execution of work in a way that mitigates the impact (e.g., conduct work after hours).

• If adjacent area is occupied continuously (e.g., areas where inpatient care is provided, residential areas such as Community Living Centers, etc.):

o Develop a list of activities that will potentially impact or disrupt the operation of the area (e.g., work involving noise, vibration or exit obstruction) and meet with POC to coordinate execution of work in a way that mitigates the impact (e.g., move affected party temporarily).

Area Service(s)/Type(s) of Area(s)

(e.g., OR, Unit/Ward, Sterile Processing, Administrative, etc)*

Point of Contact

(POC)

POC Contact Information

Construction plan communicated to POC?

Activity Area**

Patient area, B2,4,6,7,8,9.61,64, 71, 71N, 86, 87, Tramway

Jay Bergstrom 307 675 3416 POC is filling this out.

Area Above

Patient Jay Bergstrom 307 675 3416 POC is filling this

Area Below

Adjacent Area 1

Adjacent Area 2

Adjacent Area 3

Tramway Jay Bergstrom 307 675 3416 POC is filling this

Adjacent Area 4

Admin. Space Jay Bergstrom 307 675 3416 POC is filling this

* There may be more than one Service/type of area for each row. List all. The information entered on this table must be used in the ICRA if required.

** List the area(s) in which the construction/renovation/maintenance activity will occur.

Infection Control Risk Assessment (ICRA)

Consult with Infection Prevention and Control regarding the assessment of potential infection risks associated with the activity and the need for control measures. See VHA Directive 7715 and the VHA ICRA Template for more information.

Is an ICRA required for the Activity? Yes ☐ No ☐

VHA-PCRA-2023-1.0

Pre-Construction Risk Assessment (PCRA) Permit

This page must be posted at the entrance to the project area, or other designated area

Unique permit number:

Location and brief description of construction/renovation/maintenance

Patient areas demolition of building components, installation of new building components.

Project manager Jay Bergstrom Project start date TBD

Contact phone number 307 675 3416 Completion date TBD

Contractor or lead shop TBD Permit expiration date

Activity Type Inspection/Upkeep, Small-scale, or Large-scale) Small-scale

Activity Type Control measures to be in place for the duration of the activity (Check the box for the Activity Type to indicate the Control Measures)

Inspection/Upkeep

1. Immediately replace any ceiling tile, close access panels, etc., upon completion of work.

2. Site visits of construction area are required weekly by member of multi-disciplinary team. Site visits will be documented on standard checklist.

3. Site specific safety plan, task hazard analysis, and hazard communication required to be provided by the contractor and approved.

4. Must address identified hazards and controls that will be implemented to ensure minimal impact patients, employees, contractors and facility.

5. Communication and coordination plan for all affected areas

Small-scale

All control measures in the row above and the following:

1. Hazard communication chemical inventory required to be provided by the contractor and approved.

2. ILSMs in place and staff trained on situation

3. Hot Work or burn permits in place and staff trained

4. LOTO procedures in place and staff trained on their use

5. Site visits will be reviewed using the criteria in standardized guide.

6. Daily inspections of the site are to be conducted by the General Contractor and documented on their daily log.

Large-scale

All control measures in both rows above and the following Activity Hazard Analyses and Control Plans as applicable (check all that apply):

1. Excavation safety plan in place ☐

2. Dust control plan in place ☒

3. Pollution prevention plan in place ☐

4. Dig safe paperwork in place ☐

5. Crane lift plan in place ☐

a. Crane placement

b. Crane swing

c. Crane load evaluation

6. Fall protection plan in place and staff trained ☐

7. Confined entry plan in place and staff trained ☐

*The location of all Activity Hazard Analyses and Control Plans (excavation, dust, pollution, etc.) as applicable shall be identified on this permit and shall be made available to all workers on the job.

Additional requirements:

Patient care areas will need an ICRA.

Is an Infection Control Risk Assessment (ICRA) required for the Activity? Yes ☒ No ☐

Infection Prevention and Control signature:

Date:

Project Manager signature Date

Safety Officer signature Date

Chair, Construction Safety Committee signature

Date

SHERIDAN VA MEDICAL CENTER 07-01-16

SHERIDAN, WYOMING

VA259-16-D-0217

EHRM INFRASTRUCTURE UPGRADES

32 90 00 - 1

SECTION 32 90 00

PLANTING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. The installation of new turf or the repair of existing turf.

1.2 RELATED REQUIREMENTS

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. American Society for Testing And Materials (ASTM):

1. D5268-13 - Topsoil Used for Landscaping Purposes.

C. Turfgrass Producers International (TPI):

1. 2006 Guideline Specifications to Turfgrass Sodding.

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Manufacturer's Literature and Data:

1. Description of each product.

2. Installation instructions.

3. Warranty.

C. Samples:

D. Test reports: Certify products comply with specifications.

E. Certificates: Certify products comply with specifications.

1. Seed and Turf Materials: Notarized certificate of product analysis.

F. Qualifications: Substantiate qualifications comply with specifications.

1. Installer, including supervisor with project experience list.

1.5 QUALITY ASSURANCE

A. Installer Qualifications:

1. Regularly installs specified products.

2. Installed specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

1.6 DELIVERY

A. Bulk Products:

VA259-16-D-0217

EHRM INFRASTRUCTURE UPGRADES

32 90 00 - 2

1. Deliver bulk products away from buildings, utilities, pavement, and existing turf and planted areas. Maintain dry bulk product storage away from contaminants.

2. Install erosion control materials to prevent erosion or displacement of bulk products.

1.7 STORAGE AND HANDLING

A. Store sod in dry locations away from contaminants.

B. Topsoil: Before stockpiling topsoil, eradicate on site undesirable growing vegetation. Clear and grub existing vegetation three to four weeks before stockpiling existing topsoil.

1.8 FIELD CONDITIONS

A. Environment:

1. Coordinate installation of planting materials during optimal planting seasons for each type of plant material required.

2. Restrictions: Do not plant when ground is frozen, snow covered, muddy, or when air temperature exceed 32 degrees C

(90 degrees F).

B. Weather Limitations: Install plantings only during current and forecasted weather conditions that are comply with plant requirements.

Apply associated products in compliance with manufacturers' instructions.

1.9 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

B. Manufacturer's Warranty: Warrant plantings and against material defects.

1. Warranty Period: Two years.

2. Turf Warranty Periods will begin from date of planting completion.

3. Contracting Officer's Representative will reinspect turf at end of

Warranty Period. Replace any dead, missing, or defective turf immediately. Warranty Period will end on date of this inspection provided Contractor has complied with warranty work required by this specification. Comply with following requirements:

a. Replace any plants more than 25 percent dead, missing or defective plant material before final inspection.

VA259-16-D-0217

EHRM INFRASTRUCTURE UPGRADES

32 90 00 - 3

b. Complete remedial measures directed by Contracting Officer’s

Representative to ensure turf survival.

c. Repair damage caused while making turf replacements.

PART 2 - PRODUCTS

2.1 PRODUCTS - GENERAL

A. Provide each product from one source or manufacturer.

2.2 SOD

A. Sod: Nursery grown, certified and classified in TPI's "Guideline

Specifications to Turfgrass Sodding" as GSS. Machine cut sod at uniform thickness of 19 mm (3/4 inch) within tolerance of 6 mm (1/4 inch), excluding top growth and thatch. Each individual sod piece to be strong enough to support its own weight when lifted by ends. Broken pads, irregularly shaped pieces, and torn or uneven ends will not be permitted.

B. Sod Species: Genetically pure, free of weeds, pests, and disease.

1. Match existing sod/grass species onsite.

2.3 TURF SELECTIONS

A. Grasses for Cool Regions:

1. Bentgrasses: Redtop (Agrostis alba) and Colonial (Agrostis tenuis).

2. Bluegrasses: Kentucky (Popratensis), Rough-stalked (Potrivialis) and

Canada(Poa compressa).

3. Fescue: Red (Festucrubra), Meadow (Festucpratensis) and Tall

(Festucarundinacea).

4. Ryegrasses: Perennial (Lolium perenne).

2.4 WATER

A. Water: Source approved by Contracting Officer's Representative and suitable quality for irrigation, containing no elements toxic to plant life, including acids, alkalis, salts, chemical pollutants, and organic matter. Use collected storm water or graywater when available.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas to receive plants for compliance with requirements and conditions affecting installation and performance.

VA259-16-D-0217

EHRM INFRASTRUCTURE UPGRADES

32 90 00 - 4

1. Verify that no materials that would inhibit plant growth are present in planting area. If such materials are present, remove soil and contaminants ad directed by Contracting Officer's Representative and provide new planting soil.

2. Do not mix or place soils in frozen, wet, or muddy conditions.

3. Suspend soil spreading, grading, and tilling operations if soil moisture becomes excessive. Resume soil preparations when moisture content returns to acceptable level.

4. If soil is excessively dry, not workable, and too dusty, moisten uniformly.

5. Special conditions may exist that warrant variance in specified planting dates or conditions. Submit written request to Contracting

Officer’s Representative stating special conditions and proposed variance.

B. Proceed with planting operations only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Protect existing and proposed landscape features, elements, and site construction and completed work from damage. Protect trees, vegetation, and other designated features by erecting high-visibility, reusable construction fencing. Plan equipment and vehicle access to minimize and confine soil disturbance and compaction to areas indicated on drawings.

B. Install erosion control materials at all areas inside or outside limits of construction that are disturbed by planting operations. Provide erosion control and seeding with native plant species to protect slopes.

3.3 SODDING

A. Place sod maximum 36 hours after initial harvesting according to

TPI GSS, except as modified herein.

B. For slopes 2 to 1 and greater, lay sod with long edge perpendicular to contour. For V-ditches and flat bottomed ditches, lay sod with long edge perpendicular to water flow. On sloped areas, start sodding at bottom of slope.

C. Finishing: After sodding, blend edges of sodded area smoothly into surrounding area. Eliminate air pockets and provide true and even surface. Trim frayed areas and patch holes and missing areas with sod.

VA259-16-D-0217

EHRM INFRASTRUCTURE UPGRADES

32 90 00 - 5

D. Rolling: Immediately after sodding, firm entire area, except slopes in excess of 3: 1, with roller maximum 134 kg (90 lbs.) for each foot of roller width.

E. Watering: Start watering sodded areas as required by daily temperature and wind conditions. Water at rate sufficient to ensure thorough wetting of soil to minimum 150 mm (6 inches) deep. Prevent run-off, puddling, and wilting. Do not drive watering trucks over turf areas, unless otherwise directed. Prevent watering of other adjacent areas or plant materials.

3.4 TURF REPAIR

A. Salvage: Salvage existing turf and store away from the construction area. Keep cool and water as necessary to prevent turf from drying out.

Keep track of areas that the turf was removed from and replace turf in the same area it was removed. If the salvaged turf is damaged or unacceptable to be placed in the original area that it was salvaged from, then new turf shall be installed.

B. General: Restore to original condition existing turf areas damaged during turf installation and construction operations.

3.5 TURF MAINTENANCE

A. Mow turf to uniform finished height measured from soil. Perform mowing in manner that prevents scalping, rutting, bruising, uneven and rough cutting. Before mowing, remove and dispose of all rubbish, debris, trash, leaves, rocks, paper, and limbs or branches on turf areas. Sweep or vacuum clean adjacent paved areas.

B. Watering: Perform irrigation in manner that promotes health, growth, color, and appearance of cultivated vegetation, complying with Federal, State, and local water agency and authority directives. Prevent overwatering, water run-off, erosion, and ponding due to excessive quantities or rate of application.

3.6 CLEANING

A. Remove and legally dispose of all excess soil and planting debris.

3.7 PROTECTION

A. Protect sod from traffic and construction operations.

B. Provide temporary fences or enclosures and signage, at planted areas.

Maintain fences and enclosures during maintenance period.

VA259-16-D-0217

EHRM INFRASTRUCTURE UPGRADES

32 90 00 - 6

C. Remove protective materials immediately before acceptance.

D. Repair damage.

- - - E N D - - -

NOTES:

1. BORE PITS SHALL BE CONSTRUCTED TO

OSHA SPECIFICATIONS FOR

EXCAVATION, SECTION 1926, SUBPART P.

2. ALL SPOILS SHALL BE REMOVED AND

DISPOSED OF AT AN APPROVED

LOCATION.

3. NO ROCKS OR LUMPS LARGER THAN 2" IN

ANY DIMENSION SHALL BE ALLOWED

WITHIN THE 6" OF THE CONDUIT.

CONDUIT

CASING PIPE (8" I.D. Ø STEEL, 1/4" THICK)

CASING SPACERSTAINLESS STEEL

BANDS (TYP.)

6' MAX.

SPACING (TYP.)

12" MAX.

(TYP.)

12" MAX.

(TYP.)

A

A WATERTIGHT

GASKET (TYP.)

CASING SPACER

CASCADE CENTER RESTRAINED

OR EQUAL

8" CASING

4" CONDUIT

JACK & BORE CASING DETAIL

CASING SECTION A

CASING SCHEDULE

PULL BOX DETAIL

NOTES:

1. PULL BOXES SHALL BE A 48" X 48" WITH A DEPTH

OF 36".

2. PULL BOXES SHALL BE HUBBELL QUARTZITE

FRP OR APPROVED ALTERNATIVE.

3. PULL BOX SHALL BE TIER 22. (DESIGNED LOAD

22,500 LBS).

4. 1' OF COMPACTED GRAVEL (3/4" WASHED) WILL

BE PLACED BELOW THE PULL BOX.

5. PULL BOXES WILL BE PLACED AS NEEDED TO

MEET THE MANUFACTURER'S SPACING AND

PULL TENSION REQUIREMENTS.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA

55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

8/

/2

3:

:1

PM

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

1898 FORT ROAD

SHERIDAN,WY 82801--

N/A

Department of Veterans Affairs o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

DT100

DDP DCT07/13/2023

DETAILS

ADDITION OF SHEETS CU112 AND CU113 5/30/23

666-21-700

ADDENDUM #1 - 100% CONSTRUCTION DOCUMENTS

ADDITION OF PULL BOX DETAIL 2/9/24

0+00 1+00 2+00 2+16

3+00 4+00 4+50

FIBER OPTIC TO BE LOCATED IN

CRAWL SPACE OF BUILDING

IN EXISTING TRAMWAY

STA:0+40.34

STEAM AND IRRIGATION

CROSSING

STA:0+38.86

SIDEWALK CROSSING

STA:0+25.53

IRRIGATION CROSSING

STA:0+24.30

IRRIGATION CROSSING

STA:1+05.71

IRRIGATION CROSSING

STA:1+96.71

IRRIGATION CROSSING

STA:0+55.02

IRRIGATION CROSSING

STA:0+57.67

UNDERGROUND POWER

CROSSING

STA:0+59.41

WATER AND FIRE

CROSSING

STA:1+26.87

SANITARY SEWER CROSSING

STA:2+02.85

STEAM CROSSING

STA:0+44.12

IRRIGATION CROSSING

STA:1+63.63

SIDEWALK CROSSING

STA:2+14.88

SIDEWALK CROSSING

4" DIA. FIBER OPTIC CONDUIT

BORE UNDER

ROAD CROSSING

24" (MIN.)

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STA: 0+40.34

IRRIGATION CROSSING

STA: 0+44.12

IRRIGATION CROSSING

STA: 0+55.02

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STA: 1+05.71

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STA: 1+96.21

IRRIGATION CROSSING

STA: 2+02.85

STEAM CROSSING

STA: 0+40.31

STEAM CROSSING

STA: 0+57.67

UNDERGROUND POWER

CROSSING

STA: 0+59.41

WATER AND FIRE

CROSSING

STA: 1+26.87

SANITARY SEWER CROSSING

STA: 0+38.86

SIDEWALK CROSSING

STA: 0+57.15

ROAD CROSSING

STA: 0+84.22

ROAD CROSSING

STA: 1+63.63

SIDEWALK CROSSING

STA: 2+14.88

SIDEWALK CROSSING

SCALE: 1" = 19'

19'10'

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA

55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

8/

/2

3:

:1

PM

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

1898 FORT ROAD

SHERIDAN,WY 82801--

Department of Veterans AffairsDDP DCT07/13/2023

ADDENDUM #1 - 100% CONSTRUCTION DOCUMENTS

BUILDING 86 MAIN (1) - PLAN AND

PROFILE

CU113

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

PLAN VIEW

PROFILE VIEW

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 2'

NOTE:

ALL EXISTING UTILITIES SHOWN WERE DERIVED FROM AS-BUILT CAD FILES

PROVIDED BY THE VA AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR

SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES.

IN

D

EP

EN

D

EN

C E

LA

N

E

ADDITION OF SHEETS CU112 AND CU113 5/30/23

M A

R

IN

E C

O R

PS

LA

N E

A

IR

F O

R C

E

LA

N E

666-21-700LABELING REVISIONS - SHEETS CU113, CU114 2/9/24

AutoCAD SHX Text A

4+50 5+00 6+00 7+00 8+00 8+18

FIBER OPTIC TO BE LOCATED IN

CRAWL SPACE OF BUILDING

IN EXISTING TRAMWAY

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SCALE: 1" = 19'

19'10'

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA

55103

(612) 387-7050

ALBERTSON ENGINEERING

3202 W MAIN ST, STE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

8/

/2

3:

:1

PM

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

1898 FORT ROAD

SHERIDAN,WY 82801--

Department of Veterans AffairsDDP DCT07/13/2023

ADDENDUM #1 - 100% CONSTRUCTION DOCUMENTS

BUILDING 86 MAIN (2) - PLAN AND

PROFILE

CU114

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

PLAN VIEW

PROFILE VIEW

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 2'

NOTE:

ALL EXISTING UTILITIES SHOWN WERE DERIVED FROM AS-BUILT CAD FILES

PROVIDED BY THE VA AND HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR

SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES.

M A

R

IN

E C

O R

PS

LA

N E

ADDITION OF SHEETS CU112 AND CU113 5/30/23

666-21-700LABELING REVISIONS - SHEETS CU113, CU114 2/9/24

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

D

EXIT

103C

103B 103A

105 107

107A

C101

STORAGE

STAGE

STORAGE

STORAGE STORAGE

AUDITORIUM

STOR

STORAGE

HAC

CORRIDOR

VOLUNTEER PROGRAM OFFICEMEN’S

RR

VOLUNTEER PROGRAM SUPERVISOR

WOMEN’S RR

KITCHEN

RECREATION

OFFICE

RECREATION OFFICE, SUPERVISOR

ENTRY

VESTIBULE

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PROVIDE A NEW TAILPIECE AND

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MS-61

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HEAT PUMP

OUTDOOR UNIT

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REMOVE EXISTING WATER CLOSET AND

LAVATORY. REMOVE DOMESTIC WATER

PIPING SERVING WATER CLOSET AND

LAVATORY BACK TO NEAREST BRANCH, CAP

AND SEAL.

REMOVE EXISTING SANITARY SEWER AND

VENT PIPING SERVING WATER CLOSET AND

LAVATORY. REMOVE SANITARY SEWER

BACK INTO FIRST FLOOR, CAP AND SEAL.

REMOVE VENT PIPING BACK INTO CEILING,

CAP AND SEAL.

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P r se wa DdnomyaR PE 14834

Date

WYO M I NG

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

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

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

/6

/2

:2

:1

A

M

100% CONSTRUCTION DOCUMENTS

07/13/2023

BLDG 61 FLOOR PLANS

M1.61

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

MKJB

1898 FORT ROAD

SHERIDAN,WY 82801--

666-21-700

1/8" = 1'-0"

Floor Plan - Building 61

OIT

61-203

PROJ.

BOOTH

61-202

STORAGE

61-201

STAIR

61-200

OTHER

SPACE

PROJ.

BOOTH

STORAGE

RR

201A

1/4" = 1'-0"

Building 61.2 NEW CONSTRUCTION PLAN

1/4" = 1'-0"

Building 61.2 DEMOLITION PLAN

3/4" PUMPED CONDENSATE

TO WOMEN'S RR 102 SEE

PLAN VIEW 1 THIS SHEET.

Revision #1 - Addendum #1 02-06-2024

BLDG. 11 BLDG. 71N

RM 110

RM 71N-147

RM 71N-221

RM. 71N-310A

BLDG. 71

RM 71-162A

BLDG. 9

RM 9-102

BLDG. 8

IT FIBER HUB

BLDG. 7

RM 7-001

BLDG. 6

BLDG.86

RM 86-102A

RM 86-159

RM 86-322

BLDG. 5 BLDG. 4 BLDG. 3

BLDG. 1 BLDG. 2

BLDG. 36 BLDG. 32

BLDG. 31BLDG. 35BLDG. 37

BLDG. 90

BLDG. 42

BLDG. 24

BLDG. 64BLDG. 61

RM 11-109

RM 42-100

RM 37-101A RM 35-002 RM 31-201

RM 36-102A RM 32-104

RM 61-203

RM 109

RM 207A

RM 24-109

RM 2-104RM 1-102

BLDG.87

RM 86-102A

RM 7-217A

RM 6-101 RM 5-114A RM 4-118A RM 3-003

RM 8-124

RM 003A

E101

E102

E102

RM. 71N-257

E102 E102

E102

WPE #BR21040

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

Department of Veterans Affairsof

100% CONSTRUCTION DOCUMEN

07/13/2023

EHRM INFRASTRUCTURE

UPGRADE SHERIDAN VAMC

1898 FORT ROAD

SHERIDAN,WY 82801

666-21-700

WEST PLAINS ENGINEERING

1750 RAND ROAD

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 348-7455

AMI ENVIRONMENTAL

8802 SOUTH 135TH STREET, SUITE 100

OMAHA, NEBRASKA 68138

PHONE (402) 397-5001

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE

WEST ST. PAUL, MINNESOTA 55103

(612) 387-7050

1 NO SCALE

REVISED A-SIDE FIBER BACKBONE ONE LINE DIAGRAM

A-SIDE FIBER BACKBONE ONE LINE DIAGRAM

E0-03R1

VLSMRS

ELECTRICAL MISCELLANEOUS NOTES:

A. EXISTING FIBER IS ROUTED FROM AN EXISTING RACK IN ROOM 003A OF BUILDING 8. ALL EXISTING FIBER FROM THIS RACK WILL BE REMOVED AND REPLACED WITH NEW AS OUTLINED WITHIN THESE DRAWINGS AND SPECIFICATIONS. THIS PROJECT WILL PROVIDE REDUNDANT FIBER BY WAY OF 2 DIFFERENT RACEWAY SYSTEMS USING SEPARATE PATHWAYS. THIS EXISTING RACK AND THE EXISTING RACEWAYS THAT SERVE THE EXISTING TELE COM ROOMS WILL BE SIDE A OF THE REDUNDANT FIBER SYSTEMS. MOST OF THE EXISTING FIBER DISTRIBUTION AND ASSOCIATED RACEWAY IS ROUTED IN THE CRAWL SPACE OF THE EXISTING TRAMWAY SYSTEM. CONTRACTOR TO ENSURE A 24” SEPARATION BETWEEN THE EXISTING PATH AND NEW PATH. THE EXISTING FIBER MUST REMAIN IN SERVICE UNTIL THE NEW FIBER FOR SIDE B FIBER IS INSTALLED IN THE NEW PATHWAY AND IS MADE OPERATIONAL TO ENSURE A NO DOWN TIME.

B. THE CRAWL SPACE BELOW THE TRAMWAY IS CONSIDERED A CONFINED SPACE BY OWNER POLICY. ALL WORK PERFORMED WITHIN THIS SPACE SHALL BE PERFORMED IN ACCORDANCE WITH STATION POLICY

REGARDING CONFINED SPACE. CONFINED SPACE POLICY IS AVAILABLE UPON REQUEST.

ELECTRICAL SPECIFIC NOTES:

E101 EXISTING FIBER TO OTHER BUILDINGS IS CURRENTLY FED FROM AN EXISTING RACK IN ROOM 003A. THE NEW FIBERS THAT WILL BE FED FROM THIS RACK WILL MAKE THE SIDE A OF THE TWO DIVERSE PATHWAYS OF THE NEW FIBER BACKBONE SYSTEM. FIBER WILL BE RUN FROM THIS RACK LOCATION TO ALL OF THE LOCATIONS CALLED OUT IN THESE PLANS. THIS RACK WILL BE REUSED FOR THE INSTALLATION OF NEW

FIBER CASSETTES FOR TERMINATION OF ALL THE NEW SIDE A FIBERS.

E102 12 STRAND SINGLE MODE (OS2) FIBER CABLE AND A 24 STRAND MULTI MODE (OM4) CABLE.

E###

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text B

AutoCAD SHX Text A

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