Attachment B_598-23-107 Drawings.pdf

PDF 19 MB Posted Nov 21, 2025

Attached to: Amendment 0002 | Y1NZ--598-23-107 Med Gas Deficiencies
Solicitation number: 36C25626R0006
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Nov 21, 2025

This is a set of construction documents for medical gas deficiency improvements at the Eugene J. Towbin VA Healthcare Center in North Little Rock, Arkansas. The project involves replacing and upgrading medical gas systems, master alarm panels, and associated cabling across multiple buildings, including Building 1 and Building 170. Key scope includes:

Specific work involves replacing oxygen main shutoff valves, check valves, and auxiliary valve connections, installing new lockable shutoff valves, and upgrading medical gas cabling and master alarm systems. The project covers ground through sixth floors, with work involving medical gases such as oxygen, medical air, vacuum, and nitrogen. The documents are fully sprinklered bid documents dated August 15, 2025, with the VA project number 598-23-107 and a project number of 23-134, prepared by Apogee Consulting Group for the VA Office of Construction and Facilities Management.

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A0002_Attachment D - GCL1 Location.jpg	JPG image	Jan 20, 2026
A0002_Attachment F - Gas Diagrams.pdf	PDF	Jan 20, 2026
A0002_Attachment G - Mapping Exhibits.pdf	PDF	Jan 20, 2026
36C25626R0006 0002.pdf	PDF	Jan 20, 2026
A0002_Attachment A - EMR Form.pdf	PDF	Jan 20, 2026
A0002_Attachment E - Electrical Panels.pdf	PDF	Jan 20, 2026
A0002_Attachment B - Inspection Reports.pdf	PDF	Jan 20, 2026
36C25626R0006 0001.pdf	PDF	Dec 11, 2025
A0001_Attachment A_598-23-107 Site Visit Attendance Sheet and Agenda_NLR and LR 12.10.25.pdf	PDF	Dec 11, 2025
Attachment E_SF24 Bid Bond.pdf	PDF	Nov 21, 2025
Solicitation_36C25626R0006_1_11.21.25.pdf	PDF	Nov 21, 2025
Attachment A_598-23-107 Construction Statement of Work.pdf	PDF	Nov 21, 2025
Attachment C_598-23-107 Specification.pdf	PDF	Nov 21, 2025
Attachment D_Wage Determination AR20250032 09.19.2025.pdf	PDF	Nov 21, 2025

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Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL SITE MAP JOHN L. MCCLELLAN MEMORIAL VETERANS HOSPITAL LOCATION MAP

EUGENE J. TOWBIN VA HOSPITAL SITE MAP EUGENE J. TOWBIN VA HOSPITAL LOCATION MAP

4300 W. SEVENTH ST. LITTLE ROCK, AR 72205

2200 FORT ROOTS DR. NORTH LITTLE ROCK, AR 72114

4300 W. SEVENTH ST. LITTLE ROCK, AR 72205

2200 FORT ROOTS DR. NORTH LITTLE ROCK, AR 72114

M C

U s e rs

\a ri c h a rd s \D o c u m e n ts

-1

-Q

-V A

N L it tl e R o c k -M e d G a s D e f-

A R a ri c h a rd s P

K P

J .r v t

G-001

COVER

1 2CET

MED GAS DEFICIENCIES

VA CENTRAL ARKANSAS HEALTH

CARE

AUGUST 15, 2025

BID DOCUMENTS

598-23-10723-134

1,69,170

MED GAS DEFICIENCIES

VA CENTRAL ARKANSAS HEALTH CARE

VA PROJECT #: 598-23-107

ADR

DRAWING LIST

GENERAL

G-001 COVER 1 2

G-005 ICRA INFORMATION AND DETAILS 2 2

CIVIL

CU100 JLM CAMPUS SITE, PAVING, AND UTILITY PLAN 1 3

CU101 NORTH CAMPUS SITE, PAVING, UTILITY PLAN 2 3

CU-501 STANDARD DETAILS 3 3

ARCHITECTURAL

A-302 WALL TYPE DETAILS 1 1

PLUMBING

P-001 PLUMBING GENERAL INFORMATION, SCHEDULES, AND DETAILS 1 3

001.P-400 GROUND FLOOR MEDICAL GAS ENLARGED PLAN 2 3

170.P-400 FIRST FLOOR MEDICAL GAS PLAN AND ENLARGED PLAN 3 3

TECHNOLOGY

001.T-100 GROUND FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLANS 1 12

001.T-110 FIRST FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLAN 2 12

001.T-120 SECOND FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLAN 3 12

001.T-150 FIFTH FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLAN 4 12

001.T-160 SIXTH FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLAN 5 12

TS101 TECHNOLOGY SITE PLAN 6 12

069.T-110 FIRST FLOOR MEDICAL GAS CABLING PLAN 7 12

170.T-100 GROUND FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLAN 8 12

170.T-110 FIRST FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLANS 9 12

170.T-120 SECOND FLOOR MEDICAL GAS CABLING OVERALL AND ENLARGED PLAN 10 12

T-501 TECHNOLOGY DETAILS 11 12

T-601 TECHNOLOGY RISERS 12 12

AREA OF WORK

SEAL

057626

ROFESSIONAL

A N

RE W D. RICHA

R D

N O

RT H C A R OLIN

E N G IN E E R

Docusign Envelope ID: FC3B8347-6482-4AE6-A61E-D7CBC70598FF

8/13/20258/13/2025

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF

PRECAUTIONS FOR CONSTRUCTION AND RENOVATION

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF

PRECAUTIONS FOR CONSTRUCTION AND RENOVATION

TEMPORARY PREFABRICATED

ICRA WALL SYSTEM. BASIS OF

DESIGN: STARC WALL SYSTEM OR

EDGEGUARD SYSTEM OR EQUAL.

EXISTING CEILING

SYSTEM TO HAVE

INTEGRATED CEILING

SEAL.

ILSM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY MATS

(CHANGED END OF

SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

ISOLATE AND COVER ALL

SUPPLY DIFFUSERS NOT

IN OPERATION DURING

PROJECT - COORDINATE

W/ COR

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL STATION

WITH AUDIO /

VISUAL

EXISTING WALL

BARRIER

NOTE:

A. TURN UP EXHAUST ON EXTERIOR ON SIDE. CONTRACTOR SHALL VERIFY

LOCATION OF AIR INTAKES ARE AT THE PROPER DISTANCE FROM

EXHAUST. VERIFY LOCAL JURISDICTION CODE AND VA REQUIREMENTS

FOR DISTANCE PRIOR TO STARTING WORK.

EXHAUST LOCATION

- SEE NOTE A

G-005

_____4

G-005

FLEX DUCT

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

MED GAS DEFICIANCES

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

EQ.EQ.

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE DESIGNATION FOR THIS

PROJECT IS LEVEL IV FOR THE CLASS OF PRECAUTIONS OR LEVEL OF INFECTION CONTROL

ACTIVITIES. HARD SURFACE BARRIERS SHALL BE USED EXCEPT IN THE AREA INDICATED ON

THE PHASING PLAN WITH PLASTIC BARRIERS (MINIMUM 4MIL) TO SEAL AREA FROM NON-WORK

AREA AS LONG AS THE SPRINKLER SYSTEM IS INTACT AND ACTIVE.

2. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING CHANGES (PROVIDE AND LOCATE

A STAGING AREA FOR HAZMAT SUITS NEAR THE PLASTIC BARRIER ENTRANCE SPACES -

CONSTRUCTION ANTEROOM. THEY SHALL BE USED WHEN GOING INTO CONSTRUCTION AREA

AND LEAVING THE CONSTRUCTION AREA) AND TOOL STORAGE AND TIGHT SEALS SHALL BE

MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL PENETRATIONS. ANY DUST SHALL

BE IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON

COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS SHALL BE REMOVED

CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR SHALL HAVE

TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF A PERMANENT BARRIER.

[AFTER EACH PHASE, PERFORM TASKS STATED IN CONTAMINATION OF PATIENT ROOMS,

SUPPLIES, EQUIPMENT AND RELATED AREAS NOTE 2.

3. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER ENTRANCE SPACES

(CONSTRUCTION ANTEROOM) AND CHANGE DAILY OR MORE OFTEN AS NEEDED TO PREVENT

THE SPREAD OF DUST AND DEBRIS INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

1. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

2. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE DEFINED. EGRESS

PATHS SHALL BE FREE OF DEBRIS; DESIGNATED ELEVATORS SHALL BE USED DURING

SCHEDULED TIMES; AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER

THE CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE

CONSTRUCTION AREA AND MATERIALS.

3. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION MATERIAL IN AND OUT

OF THE PROJECT - A CLEAN CART SHALL BE USED; THE NOT-SO-CLEAN CART SHALL BE USED

BETWEEN THE MAIN ENTRY AND THE CONSTRUCTION STAGING/PREP AREA.

4. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE TO MINIMIZE USE OF

ELEVATORS WITH AN EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY.

DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE

USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED

NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE OPENING SHALL BE SEALED WHEN

NOT IN USE. FILTERS SHALL BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF

THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-

CARE AREAS WITHOUT PRIOR APPROVAL OF THE COR.

5. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE INFILTRATION FROM ANY

ADJACENT EXCAVATION DEBRIS.

6. ALL EQUIPMENT REMAIN IN THE ORs AND ASSOCIATED ROOMS SHALL BE COVERED AND

PROTECTED PRIOR STARTING EACH CONSTRUCTION PHASE.

VENTILATION AND ENVIRONMENTAL CONTROLS

1. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE CONTRACTOR WHETHER THE

CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE

ADDED OR RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC. AIR

MUST FLOW FROM CLEAN TO DIRTY AREAS.

2. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA SHALL BE NEGATIVE

WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION OF AIR SYSTEMS OF

ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE

TO REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER

CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY VAMC. IF EXHAUST SHALL BE TIED INTO A RE-

CIRCULATED AIR SYSTEM, A PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE EXHAUST

TO PREVENT CONTAMINATION OF THE DUCTS.

3. FOR EXHAUST DUCT ROUTING THRU CORRIDOR: INSTALL HARD DUCT WITH NON-FLANGE

HANGER HUNG FROM CEILING ABOVE, BOTTOM OF DUCT SHALL BE A MINIMUM OF 7'-2" A.F.F.

4. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHALL BE

VERIFIED DAILY.

5. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND CONTRACTOR SHALL

VERIFY AND MAINTAIN PROPER RATES IN CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY

AND ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE TESTING THROUGHOUT THE

PROJECT IN THE FREQUENCY AS IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED AREAS

1. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOIL

AND DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT

WORN (E.G., COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE

USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE

APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR ANTEROOM FOR

CHANGING CLOTHING AND STORING EQUIPMENT (DESIGNATED AREA. ALL EQUIPMENT,

TOOLS, TOOL CARTS, AND MATERIALS TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE

MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR

REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

2. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL HVAC ISOLATION UNTIL

CONTRACTOR HAS CLEANED CONSTRUCTION SITE, VA EMS STAFF HAS DONE A TERMINAL

CLEANING, AND VA INFECTIOUS DISEASE CONTROL HAS INSPECTED AND APPROVED THE

CLEANING.

ICRA NOTES

IIILOW Risk Group 1

Class III

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that

It is the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

III

MEDIUM Risk Group 2

HIGH Risk Group 3

HIGHEST Risk Group 4 V

III

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project by Patient Risk

TYPE A

Construction Project Type

Major demolition and construction projects Includes, but is not limited to:

• Removal or replacement of building system component(s).

• Removal/installation of drywall partitions.

• Invasive large-scale new building construction.

• Renovation work in two or more rooms.

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies Includes, but is not limited to:

• Removal of preexisting floor covering, walls, casework or other building components.

• New drywall placement.

• Renovation work in a single room.

• Nonexisting cable pathway or invasive electrical work above ceilings.

• The removal of drywall where a moderate amount of dust and debris is created.

• Dry sanding where a moderate amount of dust and debris is created.

• Work creating significant vibration and/or noise.

• Any activity that cannot be completed in a single work shift.

Small scale, short duration activities which create minimal dust Includes, but is not limited to:

• Work conducted above the ceiling (e.g., prolonged inspection or repair of firewalls and barriers, installation of conduit and/or cabling, and access to mechanical and/or electrical chase spaces).

• Fan shutdown/startup.

• Installation of electrical devices or new flooring that produces minimal dust and debris.

• The removal of drywall where minimal dust and debris is created.

• Controlled sanding activities (e.g., wet or dry sanding) that produce minimal dust and debris.

Inspection and Non-Invasive Activities Includes, but is not limited to:

• Removal of ceiling tile for visual inspection-limited to 1 tile per 50 square feet with limited exposure time.

• Limited building system maintenance (e.g., pneumatic tube station, HVAC system, fire suppression system, electrical and carpentry work to include painting without sanding) that does not create dust or debris.

• Clean plumbing activity limited in nature.

Type of Construction / Project Activity Table

Group 2 Medium Risk

Group 1 Low Risk

• Physical Therapy

• Radiology departments

• All patient waiting rooms

• All outpatient clinics

• Research Areas

• Respiratory Therapy

• Office areas (non-clinical)

• FES/EMS areas

Patient Risk Group

TYPE D

TYPE C

TYPE B

TYPE A

Group 4 Highest Risk

Group 3 High Risk

• Emergency Room

• Clinical Laboratories (specimen)

• Same Day Surgery

• Pharmacy

• Nutrition and Food

Service/Canteen

• Procedural Areas (GI)

• Inpatient Mental Health

• Any area caring for immunocompromised patients

• Cardiac Cath Lab/IR

• Central Sterile Supply

• Sterile Processing Service

• Intensive Care Units

IIII

TYPE DTYPE CTYPE B

Class IVor control procedures are necessary.

S S

During Construction Project Upon Completion of Project

1. Includes all activities required by Class III

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities Management

Maintenance and Engineering department before construction begins.

3. Construct and complete critical barriers meeting NFPA 241 requirements. Barriers must extend to the ceiling or if ceiling tile is removed, to the deck above.

4. All (plastic or hard) barrier construction activities must be completed in a manner that prevents dust release. Plastic barriers must be effectively affixed to ground and ceiling and secure from movement or damage. Apply tape that will not leave a residue to seal gaps between barriers, ceiling or floor.

5. Seal all penetrations in containment barriers, including floors and ceiling, using approved materials (UL schedule firestop if applicable for barrier type).

6. Containment units or environmental containment units (ECUs) approved for Class IV precautions in small areas totally contained by the unit and that has HEPA-filtered exhaust air.

7. Remove or isolate return air diffusers to avoid dust entering the HVAC system.

8. Remove or isolate the supply air diffusers to avoid positive pressurization of the space.

9. Negative airflow pattern must be maintained from the entry point to the anteroom and into the construction area. The airflow must cascade from outside to inside the construction area. The entire construction area must remain negatively pressurized.

10. Maintain negative pressurization of the entire workspace by use of HEPA exhaust air systems directed outdoors. Exhaust discharged directly to the outdoors that is 25 feet or greater from entrances, air intakes and windows does not require HEPA-filtered air.

11. If exhaust is directed indoors, then the system must be HEPA filtered. Prior to start of work, HEPA filtration must be verified by particulate measurement as no less than 99.97% efficiency and must not alter or change airflow/pressure relationships in other areas.

12. Exhaust into shared or recirculating HVAC systems, or other shared exhaust systems (e.g., bathroom exhaust) is not acceptable.

13. Install device (e.g., magnehelic, manometer, or digital monitoring) on exterior of work containment to continually monitor negative pressurization. The “ball in the wall” or similar apparatus are not acceptable.

14. Contain all trash and debris in the work area.

15. Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.

16. Worker clothing must be clean and free of visible dust before leaving the work area.

HEPA vacuuming of clothing or use of cover suites is acceptable.

17. Workers must wear shoe covers prior to entry into the work area. Shoe covers must be changed prior to exiting the anteroom to the occupied space (non-work area). Damaged shoe covers must be immediately changed.

18. Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.

19. Consider collection of particulate data during work to monitor and ensure that contaminates do not enter the occupied spaces. Routine collection of particulate samples may be used to verify HEPA filtration efficiencies.

• Medical/Surgical Units

• Negative pressure isolation rooms

• Outpatient Chemotherapy

Areas

• Operating rooms

• Post Anesthesia Care Unit

• Dialysis

• Dental

S S

1. Includes all activities required by Class IV

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities Management

Maintenance and Engineering department before construction begins.

3. Construct and complete critical barriers meeting NFPA 241 requirements. Barriers must extend to the ceiling or if ceiling tile is removed, to the deck above.

5. Seal all penetrations in containment barriers, anteroom barriers, including floors and ceiling using approved materials (UL schedule firestop if applicable for barrier type).

6. Construct anteroom large enough for equipment staging, cart cleaning, workers. The anteroom must be constructed adjacent to entrance of construction work area.

7. Personnel will be required to wear coveralls at all times during Class V work activities.

Coveralls must be removed before leaving the anteroom.

8. Remove or isolate return air diffusers to avoid dust entering the HVAC system.

9. Remove or isolate the supply air diffusers to avoid positive pressurization of the space.

10. Negative airflow pattern must be maintained from the entry point to the anteroom and into the construction area. The airflow must cascade from outside to inside the construction area. The entire construction area must remain negatively pressurized.

11. Maintain negative pressurization of the entire workspace using HEPA exhaust air systems directed outdoors. Exhaust discharged directly to the outdoors that is 25 feet or greater from entrances, air intakes and windows does not require HEPA-filtered air.

12. If exhaust is directed indoors, then the system must be HEPA filtered. Prior to start of work, HEPA filtration must be verified by particulate measurement as no less than 99.97% efficiency and must not alter or change airflow/pressure relationships in other areas.

13. Exhaust into shared or recirculating HVAC systems, or other shared exhaust systems (bathroom exhaust) is not acceptable.

14. Install device (e.g., magnehelic, manometer, or digital monitoring) on exterior of work containment to continually monitor negative pressurization. The “ball in the wall” or similar apparatus are not acceptable.

15. Contain all trash and debris in the work area.

16. Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.

17. Worker clothing must be clean and free of visible dust before leaving the work area anteroom.

18. Workers must wear shoe covers prior to entry into the work area. Shoe covers must be changed prior to exiting the anteroom to the occupied space (non-work area).

Damaged shoe covers must be immediately changed.

19. Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.

20. Consider collection of particulate data during work to monitor and ensure that contaminates do not enter the occupied spaces. Routine collection of particulate samples may be used to verify HEPA filtration efficiencies.

Construction areas must be inspected by an infection preventionist or designee and engineering representative for discontinuation or downgrading of ICRA precautions.

Work Area Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

Removal of Critical Barriers:

1. Critical barriers must remain in place during all work involving drywall removal, creation of dust and activities beyond simple touch-up work. The barrier may NOT be removed until a work area cleaning has been performed.

2. All (plastic or hard) barrier removal activities must be completed in a manner that prevents dust release. Use the following precautions when removing hard barriers:

1. Carefully remove screws and painter tape.

2. If dust will be generated during screw removal, use hand-held HEPA vacuum.

3. Drywall cutting is prohibited during removal process.

4. Clean all stud tracks with HEPA vacuum before removing outer hard barrier.

5. Use a plastic barrier to enclose area if dust could be generated.

Negative Air Requirements:

1. The use of negative air must be designed to remove contaminates from the work area.

2. Negative air devices must remain operational at all times and in place for a period after completion of dust creating activities to remove contaminants from the work area and before removal of critical barriers.

HVAC systems:

1. Upon removal of critical barriers, remove isolation of HVAC system in areas where work is being performed.

2. Verify that HVAC systems are clean and operational.

3. Verify the HVAC systems meets original airflow and air exchange design specifications.

It is the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

During Construction Project

S S

Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

HVAC Systems:

1. Remove isolation of HVAC system in areas where work is being performed. Verify that HVAC systems are clean and operational.

2. Verify the HVAC systems meet original airflow and air exchange design specifications.

Upon Completion of Project

1. Execute work by methods to minimize raising dust from construction operations.

2. Perform noninvasive work activity as to not block or interrupt patient care.

3. Perform noninvasive work activities in areas that are not directly occupied with patients.

4. Perform noninvasive work activity in a manner that does not create dust.

5. Immediately replace any displaced ceiling tile before leaving the area and/or at end of noninvasive work activity.

S S

Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

HVAC Systems:

1. Remove isolation of HVAC system in areas where work is being performed. Verify that HVAC systems are clean and operational.

2. Verify the HVAC systems meet original airflow and air exchange design specifications.

1. Includes all activities required by Class I

2. Perform only limited dust work and/or activities designed for basic facilities and engineering work.

3. Perform limited dust and invasive work following standing precautions procedures approved by the organization.

4. This Class of Precautions must never be used for construction or renovation activities.

5. Provide active means to prevent airborne dust from dispersing into atmosphere.

6. Water mist work surfaces to control dust while cutting.

7. Seal unused doors with duct tape.

8. Block off and seal air vents.

9. Replace adhesive walk-off mats at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

10. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

Construction areas must be inspected by an infection preventionist or designee and engineering representative for discontinuation or downgrading of ICRA precautions.

Work Area Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

Removal of Critical Barriers:

2. All (plastic or hard) barrier removal activities must be completed in a manner that prevents dust release. Use the following precautions when removing hard barriers:

1. Carefully remove screws and painter tape.

2. If dust will be generated during screw removal, use hand-held HEPA vacuum.

3. Drywall cutting is prohibited during removal process.

4. Clean all stud tracks with HEPA vacuum before removing outer hard barrier.

5. Use a plastic barrier to enclose area if dust could be generated.

Negative Air Requirements:

1. The use of negative air must be designed to remove contaminates from the work area.

HVAC systems:

1. Upon removal of critical barriers, remove isolation of HVAC system in areas where work is being performed.

2. Verify that HVAC systems are clean and operational.

3. Verify the HVAC systems meets original airflow and air exchange design specifications.

CONSTRUCTION ACTIVITIES SHALL BE CLASSIFIED AS FOLLOWS UNLESS NOTED OTHERWISE:

1. INSTALLATION OF CABLE TRAY IN CORRIDOR CEILINGS SHALL BE CONSIDERED CONSTRUCITON ACTIVITY TYPE B.

2. ALL CONDUIT SPECIFIED TO BE INSTALLED IN WALL SHALL BE CONSIDERED CONSTRUCTION ACTIVITY TYPE C.

3. CONSTRUCTION OF NEW ROOMS SHALL BE CONSIDERED CONSTRUCTION ACTIVITY TYPE D.

4. INSTALLATION OF NEW DOORS TO OR FROM EXISTING SPACES SHALL BE CONSIDERED CONSTRUCTION ACTIVITY TYPE C.

S S

1. Includes all activities required by Class II

2. Obtain Infection Control Permit from Hospital Safety Officer or Facilities

Management Maintenance and Engineering department before construction begins.

3. Provide active means to prevent airborne dust dispersion into the occupied areas.

4. Means for controlling minimal dust dispersion may include hand-held HEPA vacuum devices, polyethylene plastic containment, or isolation of work area by closing room door.

5. Remove or isolate return air diffusers to avoid dust from entering the HVAC system.

6. Remove or isolate the supply air diffusers to avoid positive pressurization of the space,

7. If work area is contained, then it must be neutrally to negatively pressurized at all times.

8. Seal all doors with tape that will not leave residue.

9. Contain all trash and debris in the work area.

10. Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.

11. Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.

12. Maintain clean surroundings when area is not contained by damp mopping or HEPA vacuuming surfaces.

13. Clean construction area at the end of each shift by damp mopping or HEPA Vacuum.

For Type C activities, follow procedures for Class IV.

Cleaning:

1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.

2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.

HVAC Systems:

1. Remove isolation of HVAC system in areas where work is being performed. Verify that HVAC systems are clean and operational.

2. Verify the HVAC systems meet original airflow and air exchange design specifications.

.F .F

A P

P R

O X

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

HEPA NEGATIVE

AIR UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO

BE RE-INSTALLED

AFTER CONSTRUCTION

IS COMPLETE.

V .I

E X

W A

L L

FLOOR SLAB ABOVE

CEILING

PLASTIC

WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H T

HEPA NEGATIVE

AIR UNIT

EXISTING

WALL

EXISTING

CEILING

FLEX DUCT

STICKY MATS

VALVE REPLACEMENT AT NURSE

STATION

PLASTIC SHEET ICRA BARRIER

ZIPPER DOOR

VALVE BOX/ ALARM

STICKY MAT

INDIVIDUAL RECEPTACLE

CORRIDOR

PLASTIC SHEET ICRA

BARRIER

ZIPPER DOOR

ABOVE CEILING WORK IN CORRIDOR

WORK ABOVE CEILING

OR ALONG WALL

STICKY MATS

PLASTIC SHEET ICRA

BARRIER

ZIPPER DOOR

EXISTING WALL

NURSE STATION OR

OPEN WORK AREA

VALVE BOX/ ALARM

EXISTING WALL

EXISTING CASEWORK

20'-0" MAX

C L E

A R

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

M C

U s e rs

\a ri c h a rd s \D o c u m e n ts

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G-005

ICRA INFORMATION AND DETAILS

2 2CET

MED GAS DEFICIENCIES

VA CENTRAL ARKANSAS HEALTH

CARE

AUGUST 15, 2025

BID DOCUMENTS

598-23-10723-134

1,69,170

ADR

Scale: No Scale

ICRA BARRIER WALL TYPE

Scale: No Scale

TYPICAL CONSTRUCTION PLAN LAYOUT

Scale: No Scale

ILSM CONSTRUCTION EGRESS SIGNAGE

Scale: No Scale

ICRA ROOM ELEVATION

Scale: No Scale

CROSS SECTION "A"

Scale: No Scale

ICRA MOBILE CONTAINMENT CART

Scale: No Scale

TYPICAL ICRA CONDITIONS

SEAL

057626

ROFESSIONAL

A N

RE W D. RICHA

R D

N O

RT H C A R OLIN

E N G IN E E R

8/13/20258/13/2025

LOC

SS SS SS SS

POW POW POW POW POW POW POW POW POW POW POW POW

TANK AREA

UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W

SS SS SS SS SS SS SS SS SS

SS SS SS SS

UG/E

UG/E UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E UG/E

CHILLER UNITS THIS AREA

CONCRETE

VAULT FH WV

VA HOSPITAL

FIN. FLOOR=373.94'

UNKNOWN UTILITY

MARKINGS

CONSTRUCTION

FENCE

MONITORING

WELL

UG/E

UNKNOWN UTILITY

CURB AND GUTTER IN THIS

AREA, NOT ACCESSIBLE AT

THE TIME OF SURVEY.

UNKNOW UTILITY

MARKINGS 3'-4'±

DEPTH

1'-2'±

ACCESS MANHOLES

(UNKNOWN-BOLTED)

GAS LINE

DEPTH 3'-4'±

CURB AND GUTTER IN THIS

AREA, NOT ACCESSIBLE AT

THE TIME OF SURVEY.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

U.S. Department of Veterans Affairs o | f | w |

FULLY SPRINKLERED

BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

Engineers Architects

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

CONSULTANTS:

CU100

ZLRNSY

JLM CAMPUS SITE, PAVING, AND

UTILITY PLAN

1 3AUGUST 15, 2025

MED GAS DEFICIENCIES 598-23-107

23-134

KEY PLAN

CONTRACTOR TO CONTACT UTILITIES PROTECTION

CENTER PRIOR TO ANY EXCAVATION

UTILITY NOTES:

1) ALL ON-SITE PVC PIPE SHALL HAVE CLASS B BEDDING.

2) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH

THE APPROPRIATE LOCATION WIRE AND TAPE.

3) ALL DISTURBED AREAS ARE TO BE STABILIZED AS SOON AS

PRACTICABLE.

4) ALL DISTURBED VEGETATED AREAS ARE TO BE RESTORED TO

THEIR ORIGINAL CONDITION.

LEGEND

EXISTING FENCE LINE

PROPERTY LINE

EXISTING UNKNOWN UTILITY LINE

EXISTING OVERHEAD POWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING STORM LINE

EXISTING WALL

PROPOSED UNDERGROUND COMMUNICATIONS LINE

LIMITS OF CONSTRUCTION

OHP OHP OHP

UG/E UG/E

UG/C UG/C

SS SS SS

W W W

KEY PLAN

1" = 10'

SCALE IN FEET

10 5 10 20 before you dig belowKnow what's

Call

LOC LOC LOC

KEY NOTES:

1) EXISTING CONCRETE PAVEMENT TO BE REMOVED AND REPLACED

(TYP.)

2) EXISTING ASPHALT PAVEMENT TO BE REMOVED AND REPLACED

(TYP.)

3) PROPOSED UNDERGROUND COMMUNICATION DUCT BANK. SEE

COMMUNICATION PLANS FOR DETAILS.

4) PROPOSED BUILDING CONNECTION FOR UNDERGROUND

COMMUNICATION DUCT BANK. SEE COMMUNICATION PLANS FOR

DETAILS.

5) EXISTING UNDERGROUND ELECTRICAL LINE TO BE REMOVED IN

ITS ENTIRETY (TYP.)

6) EXISTING SANITARY SEWER LINE TO REMAIN

7) EXISTING UNDERGROUND ELECTRICAL LINE TO REMAIN (TYP)

8) PROPOSED OXYGEN TANK CONNECTION FOR UNDERGROUND

COMMUNICATION DUCT BANK (2-2" CONDUITS). SEE

COMMUNICATION PLANS FOR DETAILS.

9) EXISTING UNKNOWN UTILITY TO REMAIN.

10) PROVIDE NEW 12"X17" HANDHOLE/PULLBOX.

AutoCAD SHX Text

SS LINE DEPTH 2'-3'±

AutoCAD SHX Text Foresite Group, LLC 2128 Moores Mill Rd. Suite C Auburn, AL 36830

AutoCAD SHX Text

334.887.6064 334.887.6024 www.foresitegroup.net

AutoCAD SHX Text

UTILITY SERVICE PROVIDERS

AutoCAD SHX Text

WATER

AutoCAD SHX Text

CENTRAL ARKANSAS WATER (501) 377-1245 CONTACT: JASON LOWDER

AutoCAD SHX Text

SEWER & STORM

AutoCAD SHX Text UAMS UTILITIES (501) 218-6242 CONTACT: Troy "Al" Graham

AutoCAD SHX Text

GAS

AutoCAD SHX Text

SUMMIT UTILITIES (501) 772-2134 CONTACT: JONI BATES

AutoCAD SHX Text

POWER

AutoCAD SHX Text

ENTERGY ARKANSAS (501) 773-6115 CONTACT: BRAD VANCE

AutoCAD SHX Text X

BLDG. 89

BLDG. 69

BLDG. 170

ASPHALT

AREA UNDER CONSTRUCTION

UG/C

SS SS

UG/E

UG/E UG/E

UG/E

POW

TRANSFORMER

STEAM LINE

UG/E

UG/E UG/E UG/E UG/E UG/E

UG/E

ELECTRIC MH

VAULT

CONCRETE

STEAM LINE

TEMP.

POLE

ELECTRIC MH

(AP&L 3 EACH)

LIQUID

OXYGEN

TANKS

CONSTRUCTION

FENCE

COMM.

METAL

VAULT

METAL

VAULT

METAL

VAULT

COMM.

ELEC.

BOX

METAL

VAULT

STEAM LINE MH

UG/E

UG/EUG/E

UG/E

UG/EUG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/EUG/EUG/EUG/EUG/EUG/EUG/EUG/E

UG/E

UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E

UG/E

W W

GAS

GASGAS

GAS

GASGAS

GAS

GASGA

GAS

UG/C UG/C

UG/C

C O

M M

. D U

C T

K (Q

L- B)

C O

M M

. D U

C T

K (Q

L- B)

UG/C

COMMUNICATION MANHOLE

ID# CMH-2

4" HDPE EMPTY FIBER

OPTIC CONDUITS (QL-B)

COMMUNICATION DUCT

BANK (QL-B)

COMMUNICATION DUCT BANK (QL-C)

COMMUNICATION

MANHOLE

ID# CMH-1

4" HDPE EMPTY FIBER

OPTIC CONDUITS (QL-B)

COMMUNICATION DUCT BANK (QL-D)

COMM. DUCT BANK (QL-B)

COMM. DUCT BANK (QL-D)

COM

. D

UCT

(Q L-

COMM. DUCT BANK (QL-B)

COMMUNICATION MANHOLE (QL-D)

ID# CMH-2

(FILLED WITH DEBRIS, POSSIBLY

OUT OF SERVICE)

COMMUNICATION

MANHOLE

ID#CMH-3

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

U.S. Department of Veterans Affairs o | f | w |

FULLY SPRINKLERED

BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

Engineers Architects

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

CONSULTANTS:

CU101

NORTH CAMPUS SITE, PAVING,

UTILITY PLAN

2 3AUGUST 15, 2025

KEY PLAN

CONTRACTOR TO CONTACT UTILITIES PROTECTION

CENTER PRIOR TO ANY EXCAVATION

LEGEND

EXISTING FENCE LINE

PROPERTY LINE

EXISTING UNDERGROUND POWER LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING STEAM LINE

EXISTING STORM LINE

PROPOSED UNDERGROUND COMMUNICATIONS LINE

LIMITS OF CONSTRUCTION

PROPOSED ASPHALT

PROPOSED CONCRETE

UG/E UG/E

UG/T UG/T

UG/C UG/C

ST ST

KEY PLAN

1" = 10'

SCALE IN FEET

10 5 10 20 before you dig belowKnow what's

Call

LOC LOC LOC

UTILITY NOTES:

1) ALL ON-SITE PVC PIPE SHALL HAVE CLASS B BEDDING.

2) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH

THE APPROPRIATE LOCATION WIRE AND TAPE.

3) ALL DISTURBED AREAS ARE TO BE STABILIZED AS SOON AS

PRACTICABLE.

4) ALL DISTURBED VEGETATED AREAS ARE TO BE RESTORED TO

THEIR ORIGINAL CONDITION.

5) REFERENCE THE UTILITY EXHIBIT AND BUTTERFLY DIAGRAMS

OF COMMUNICATION MANHOLES FROM MCCARTHY MAPPING AS

WELL AS REPORT FROM ELITE SCANNING GROUP DATED FEBRUARY

26, 2024.

KEY NOTES:

1) EXISTING CONCRETE PAVEMENT TO BE SAWCUT, REMOVED, AND

REPLACED (TYP.)

2) PROPOSED 24" X 30" PULL BOX TO ALLOW FOR REPAIR AND

CONNECTION OF BROKEN CONDUIT AND WIRING AS WELL AS

PROPOSED TELECOMMUNICATION WIRING. SEE TELECOM SHEETS

FOR DETAILS OF PULL BOXES AND WIRING.

3) EXISTING UNDERGROUND ELECTRICAL MANHOLE TO REMAIN (TYP.)

4) EXISTING UNDERGROUND COMMUNICATION DUCT BANK TO REMAIN

5) EXISTING OXYGEN TANKS, FENCE, AND CONCRETE PAD TO REMAIN

6) EXISTING STORM PIPE TO REMAIN

7) APPROXIMATE LOCATION OF EXISTING STEAM PIPE. EXISTING

STEAM PIPE TO REMAIN

8) APPROXIMATE LOCATION OF EXISTING UNDERGROUND

ELECTRICAL LINE PER RECORD DRAWINGS. EXISTING ELECTRICAL

LINE TO REMAIN

9) APPROXIMATE LOCATION OF EXISTING UNDERGROUND

ELECTRICAL DUCT BANK TO REMAIN

10) EXISTING CONSTRUCTION FENCE

AutoCAD SHX Text Foresite Group, LLC 2128 Moores Mill Rd. Suite C Auburn, AL 36830

AutoCAD SHX Text

334.887.6064 334.887.6024 www.foresitegroup.net

AutoCAD SHX Text

UTILITY SERVICE PROVIDERS

AutoCAD SHX Text

WATER

AutoCAD SHX Text

CENTRAL ARKANSAS WATER (501) 377-1245 CONTACT: JASON LOWDER

AutoCAD SHX Text

SEWER & STORM

AutoCAD SHX Text UAMS UTILITIES (501) 218-6242 CONTACT: Troy "Al" Graham

AutoCAD SHX Text

GAS

AutoCAD SHX Text

SUMMIT UTILITIES (501) 772-2134 CONTACT: JONI BATES

AutoCAD SHX Text

POWER

AutoCAD SHX Text

ENTERGY ARKANSAS (501) 773-6115 CONTACT: BRAD VANCE

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

U.S. Department of Veterans Affairs o | f | w |

FULLY SPRINKLERED

BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

Engineers Architects

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

CONSULTANTS:

:5 8:

CU-501

STANDARD DETAILS

3 3AUGUST 15, 2025

TYPE 1 UTILITY TRENCH PATCH

NOT TO SCALE

CU-501

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION 31 20 00.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 00.

4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES.

5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16.

6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 05 23.

7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16.

8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16 FOR THE TYPE

SPECIFIED.

9. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIO N32 05 23. DOWELS SHALL BE SIZED AND SPACED AS

FOLLOWS:

PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING

6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm]

10. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER.

11. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP.

TIE BARS SHALL BE ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY.

12. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm]

AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02

"TYPE 2 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO

32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL

TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE

MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES"

FOR ADDITIONAL INFORMATION.

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

ABC 100% MIN.

COMPACTION

ASPHALTIC CONCRETE

SAW CUT EXISTING.

ASPHALT FULL DEPTH

BOTH SIDESTACK COAT (TYP.)

EXISTING PAVEMENT

INSTALL 45° BEND

(TYP.)

PRESSURIZED OR

NON-GRAVITY UTILITY

INSTALL 45° BEND

(TYP.)

INSTALL 45° BEND

(TYP.)

INSTALL 45° BEND

(TYP.)

GRAVITY UTILITY

NOTES:

1. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1'-0" BETWEEN ALL UTILITIES AT CROSSINGS UNLESS

OTHERWISE SPECIFIED BELOW.

2. AT CROSSING OF POTABLE WATER MAINS AND SANITARY SEWERS, STORM SEWERS, FORCE MAINS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, WHERE THE POTABLE WATER MAIN CROSSES ABOVE THE OTHER UTILITY, THE MINIMUM VERTICAL SEPARATION SHALL BE 18", OR AS REQUIRED BY THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE FACILITY OF

POTABLE WATER, WHICHEVER IS GREATER.

3. WHERE 18" CANNOT BE MAINTAINED OR WHERE POTABLE WATER LINES CROSS UNDER GRAVITY SEWERS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, ADDITIONAL PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE AGENCY GOVERNING THE FACILITY OF POTABLE WATER. ADDITIONAL PROTECTION SHALL CONSIST OF CONSTRUCTION BOTH PIPING SYSTEMS WITH DUCTILE IRON PIPE WITH RESTRAINED MECHANICAL JOINTS OR USE OF CONCRETE ENCASEMENT. THE ADDITIONAL PROTECTION SHALL EXTEND A MINIMUM

DISTANCE OF 10'-0" OUTSIDE THE LIMITS OF THE CROSSING.

4. SANITARY SEWER FORCE MAINS SHALL ONLY CROSS UNDER POTABLE WATER MAINS WITH A MINIMUM VERTICAL CLEARANCE OF 18". WHEN THE VERTICAL CLEARANCE BETWEEN THE POTABLE WATER MAIN AND THE FORCE MAIN IS LESS THAN 18", BOTH THE WATER MAIN AND THE FORCE MAIN SHALL BE CONSTRUCTED WITH RESTRAINED MECHANICAL JOINT DUCTILE IRON PIPE AS INDICATED ABOVE FOR ADDITIONAL

PROTECTION.

5. THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES HALL BE 2'-0" AND THE

MINIMUM VERTICAL CLEARANCE SHALL BE 18".

6. THE MINIMUM VERTICAL CLEARANCE TO ALL STEAM, PUMPED CONDENSATE, AND HOT WATER, AND OTHER UTILITIES SHALL BE AT LEAST 18". WHEN THE VERTICAL CLEARANCE CANNOT BE MAINTAINED, THE INSULATION

THICKNESS OF THE STEAM, CONDENSATE, OR HOT WATER MAIN SHALL BE INCREASED BY 50%.

UTILITY CONFLICT CROSSING

NOT TO SCALE

GRADE

24" MIN.24" MIN.

" M

CU-501

AutoCAD SHX Text Foresite Group, LLC 2128 Moores Mill Rd. Suite C Auburn, AL 36830

AutoCAD SHX Text

334.887.6064 334.887.6024 www.foresitegroup.net

AutoCAD SHX Text

SCALE :

AutoCAD SHX Text

CAD DETAIL NO.:

AutoCAD SHX Text

DATE ISSUED:

AutoCAD SHX Text

DETAIL TITLE /

AutoCAD SHX Text

UTILITY TRENCH PATCH NOTES

AutoCAD SHX Text

SD321216-04.DWG

AutoCAD SHX Text

DECEMBER 2008

AutoCAD SHX Text

NONE

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text

SCALE :

AutoCAD SHX Text

CAD DETAIL NO.:

AutoCAD SHX Text

DATE ISSUED:

AutoCAD SHX Text

DETAIL TITLE /

AutoCAD SHX Text

TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

SD321216-01.DWG

AutoCAD SHX Text

DECEMBER 2008

NONE

ELEVATION

PLAN

ELEVATION

Engineers Architects

# NEW KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

M C

U s e rs

\a ri c h a rd s \D o c u m e n ts

-1

-Q

-V A

N L it tl e R o c k -M e d G a s D e f-

A R a ri c h a rd s P

K P

J .r v t

A-302

WALL TYPE DETAILS

1 1CET

MED GAS DEFICIENCIES

VA CENTRAL ARKANSAS HEALTH

CARE

AUGUST 15, 2025

BID DOCUMENTS

598-23-10723-134

1,69,170

ADR

Scale: 1" = 1'-0"

GYP PARTITION

1 NEW OR EXISTING EQUIPMENT

2 INSTALL JOINT SEALANT AROUND DEVICE/

OPENING AS REQUIRED

3 PATCH, REPAIR AND PAINT WALL SURFACE

AROUND EQUIPMENT TO MATCH COLOR AND

FINISH OF EXISTING

4 BLOCKING FOR NEW EQUIPMENT

Scale: 1" = 1'-0"

CMU PARTITION

A. SEE SHEET G-005 FOR ICRA MEASURES IN

REQUIRED WORK AREAS

B. SEE ELECTRICAL DRAWING FOR DETAILS

OF WORK BEING DONE

SEAL

057626

ROFESSIONAL

A N

RE W D. RICHA

R D

N O

RT H C A R OLIN

E N G IN E E R

8/13/2025 8/13/2025

S SS

DCWR

DHW

PIPING SYSTEM

NG NATURAL GAS

ST STORM

PD PUMP DISCHARGE

OFD OVERFLOW STORM DRAIN

GW GREASE WASTE

OW OIL WASTE

SAN SANITARY WASTE

CD CONDENSATE DRAIN

CA COMPRESSED AIR

AW ACID WASTE

N2 NITROGEN

N2O NITROUS OXIDE

MA MEDICAL AIR

O2 OXYGEN

WAGD WASTE ANESTHETIC GAS DISPOSAL

VAC VACUUM

V SANITARY VENT

OV OIL VENT

AV ACID VENT

NPCW NONPOTABLE COLD WATER

DI DE-IONIZED WATER

DSCW DOMESTIC SOFT COLD WATER

DCW DOMESTIC COLD WATER

RO REVERSE OSMOSIS WATER

DOMESTIC CW RECIRCULATION

DOMESTIC HOT WATER

CO2 CARBON DIOXIDE

DHW 140 DOMESTIC HOT WATER (OTHER TEMP)

PG PROPANE GAS

DHWR DOMESTIC HW RECIRCULATION

OFD

SAN

N2O

WAGD

VAC

CO2

HW 140

DSCW

NPCW

EXISTING

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

NEW BOLD TEXT INDICATES NEW ITEM

ITALICIZED TEXT INDICATES EXISTING ITEM

NEW PLUMBING EQUIPMENT MARK

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

CONNECT TO EXISTING

LIMIT OF DEMOLITION

P-###

EXISTING PLUMBING EQUIPMENT MARKP-###

3-WAY CONTROL VALVE

ANGLE GATE VALVE

ANGLE GLOBE VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

CONTROL VALVE

GATE VALVE

GLOBE VALVE

SAFETY RELIEF VALVE

TWO POSITION CONTROL VALVE

BACKFLOW PREVENTER

ECCENTRIC REDUCER

CONCENTRIC REDUCER

FLOW ARROW

HOSE BIBB / SILLCOCK

PLUG VALVE

PRESSURE REDUCING VALVE (WATER)

PRESSURE REGULATOR (GAS)

PIPE ANCHOR

PIPE GUIDES

WALL CLEANOUT

SUSPENDED CLEANOUT

WCO

WYE STRAINER

WYE STRAINER WITH DRAIN VALVE

FLOOR DRAIN - ROUND OR SQUARE

FLOOR CLEANOUT

PIPE CAP

PIPE TURNING DOWN

PIPE TURNING UP

TEE UP

TEE DOWN

DROP AND RUN

DROP AND TURN

TEE OFF TOP

TEE OFF BOTTOM

CROSS AND RISER

PLAN 90° ELBOW

PIPE TEE

PIPE UNION

FLEXIBLE PIPE CONNECTOR

WATER METER

PUMP

AUTOMATIC AIR VENT

PRESSURE SWITCH

PRESSURE GAUGE

THERMOMETER

FLOW SWITCH

TEMPERATURE SWITCH

PIPE SLOPE ARROW

CIRCUIT SETTER

F FAHRENHEIT

FA FROM ABOVE

FB FROM BELOW

FBO FURNISHED BY OTHERS

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE)

CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL…

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File details come from the government source that posted it. Updated Nov 21, 2025.