S02 695-21-110 Drawings Part 2.pdf

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

14. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE OWNER WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE OWNER OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR REMOVED

FROM THE SITE BY CONTRACTOR IN APPROVED MANNER.

15. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

16. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

17. CONTRACTOR TO COORDINATE WITH VAMC STAFF AND THE COR FOR AREAS ABOVE GRADE TO BE REGRADED

OR MODIFIED IN ANY WAY.

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

8. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

9. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

10. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE WALLS, OR FINISHED FACE OF EXISTING WALL SURFACE.

11. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

12. PROJECT WORK AREA IS IN A LIMITED ACCESS FACILITY AND WILL REQUIRE ACTIVITIES IN CONFINED SPACES.

13. CONTRACTOR TO FOLLOW VAMC REQUIREMENTS FOR WORKING IN EXISTING STEAM TUNNEL, VAULTS, AND

CONNECTING FACILITIES.

14. CONTRACTOR TO FOLLOW THE OSHA GUIDELINES FOR TRENCHING AND SHORING. COORDINATE OPERATIONS

WITH COR.

15. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER QUANTITY OF WORK, AS DETERMINED BY THE

GOVERNMENT, SHALL BE PROVIDED.

16. THE CONTRACTOR IS RESPONSIBLE FOR THE SUPPORT OF EXISTING SYSTEM COMPONENTS NOT PROPERLY

SUPPORTED AFTER DEMOLITION AND NOT SCHEDULED FOR WORK.

17. CONTRACTOR TO COORDINATE WITH COR TO COMPLY WITH THE CONFINED SPACE ACCESS PROCESS AT THE MILWAUKEE VA CAMPUS. IF PERMIT-REQUIRED CONFINED SPACES ARE PRESENT, CONTRACTORS MUST MARK EACH ENTRY POINT WITH A SIGN READING “DANGER—PERMIT-REQUIRED CONFINED SPACE. DO NOT ENTER”

AND ALSO FOLLOW THE OSHA GUIDELINES FOR CONFINED SPACES.

18. DIMENSIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM THE VA 98% AS-BUILT DRAWINGS. CONTRACTOR

TO FIELD VERIFY AS REQUIRED.

DEMOLITION KEYNOTETYPICAL KEYNOTE ##

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CIP CAST IN-PLACE

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PC PRE-CAST

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

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

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.

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G-002

GENERAL INFORMATION

2 3LBB

REPAIR NORTH CAMPUS

STEAM TUNNEL

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 JULY 14, 2023

100% BID DOCUMENTS

695-21-11022-177-Q30

N/A

CLA

GENERAL SYMBOL LEGENDDEMOLITION NOTES

GENERAL NOTES

ARCHITECTURAL SYMBOL LEGEND

ABBREVIATIONS

DocuSign Envelope ID: BF3A282E-37F9-4F35-ABBD-8CF3F5B9B0F8

7/13/2023

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF

PRECAUTIONS FOR CONSTRUCTION AND RENOVATION

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF

PRECAUTIONS FOR CONSTRUCTION AND RENOVATION

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

[MILWAUKEE STEAM TUNNEL]

THIS AREA IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

/2

/2

/2

/2

/2

EQ.EQ.

DO NOT ENTER

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE DESIGNATION FOR THIS PROJECT IS LEVEL II 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

OCCUPIED AREAS WITHOUT PRIOR APPROVAL OF THE COR.

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

4. 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.

5. PROVIDE PROPER VENTILATION IN THE UNDERGROUND STRUCTURES FOR THE DURATION OF THE PROJECT. CONSULT OSHA GUIDELINES

KEYNOTES:

1. ZIPPERED PLASTIC BARRIER, CAUTION TAPE, CONSTRUCTION SIGN, AND STICKY MATS.

2. ZIPPERED PLASTIC BARRIER AND STICKY MATS.

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

I

I

III

MEDIUM Risk Group 2

HIGH Risk Group 3

HIGHEST Risk Group 4 V

V

IV

V

IV

III

IV

II

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

I

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 IV or control procedures are necessary.

C

LA

S S

IV

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

C

LA

S S

V

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.

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, 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

C

LA

S S

I

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.

C

LA

S S

II

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:

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.

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.

C

LA

S S

II

I

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.

EXISTING FLOOR

A

PLASTIC BARRIER OR

TEMPORARY WALL SYSTEM

NON RATED

N E

W

C O

N S

T R

U C

T

IO

N

E X

IS

T

IN

G

EXISTING DOOR OR

OPENING

INSTALL ICRA BARRIER AS

DIRECTED BY THE COR.

ZIPPERED PLASTIC

BARRIER

EDGE GUARD/ STARK

WALL SYSTEM

SERVICE CHASE S-1

SERVICE

CHASE S-2

VAULT D

SERVICE

CHASE S-3

VAULT C

VENT SHAFT V-2

MANHOLE M-1

VAULT B

SPUR TUNNEL

BUILDING

BUILDING

BUILDING

BUILDING

VENT SHAFT

V-3

BUILDING

VENT SHAFT V-1

SPUR TUNNEL

TO BUILDING 5

MANHOLE

A EMERGENCY EXIT AT EGRESS

TO BOILER PLANT (PRIMARY)

CEMERGENCY EXIT AT

BUILDING 43

B EMERGENCY EXIT AT

BUILDING 7 (SECONDARY)

B

VAULT B WILL BE THE

PRIMARY ABOVE GRADE

ACCESS POINT FOR THE U.G.

STRUCTURES

PHASE III

PHASE VIII

PHASE X

PHASE I

PHASE VII

PHASE V

PHASE II

PHASE IX

PHASE VI

PHASE IV

POTENTIAL LAYDOWN AND

STAGING AREA. CONFIRM

LOCATION WITH VA COR.

POTENTIAL LAYDOWN AND

STAGING AREA. CONFIRM

LOCATION WITH VA COR.

POTENTIAL LAYDOWN AND

STAGING AREA. CONFIRM

LOCATION WITH VA COR.

ACCESS HATCH

THE FOLLOWING PHASING IS A SUGGESTED METHOD TO COMPLETE THE PROJECT. THE ORDER OF THE ACTIVITIES CAN BE REARRANGED WITH PRIOR

WRITTEN APPROVAL FROM THE COR.

ALL EXTERIOR WORK TO BE COMPLETED FIRST SO TRENCHES CAN BE BACKFILLED QUICKLY.

1. PHASE I VAULT B / RISER – THIS WILL ALLOW THE GC TO GET IN-PLACE THE STORMWATER INFRASTRUCTURE NEEDED TO SUPPORT THE

REMAINING VAULTS AND RISERS FOR THE PROJECT. WORK INSIDE THE VAULT / RISER.

2. PHASE II VAULT C / RISERS – EXCAVATION, PRESSURE WASHING, PATCH AND PREP, INSTALLATION OF HYDRA-DUCT, INSTALL PIPING TO CONNECT

TO MAIN SW DRAINAGE SYSTEM. WORK INSIDE THE VAULT / RISER

3. PHASE III VAULT D / RISER – EXCAVATION, PRESSURE WASHING, PATCH AND PREP, INSTALLATION OF HYDRA-DUCT, INSTALL PIPING TO CONNECT

TO MAIN SW DRAINAGE SYSTEM. WORK INSIDE THE VAULT / RISER.

4. PHASE IV SERVICE CHASE 1 – EXCAVATION, PRESSURE WASHING, PATCH AND PREP, INSTALLATION OF HYDRA-DUCT, INSTALL PIPING TO CONNECT

TO MAIN SW DRAINAGE SYSTEM. WORK INSIDE THE RISER.

5. PHASE V SERVICE CHASE 2 – EXCAVATION, PRESSURE WASHING, PATCH AND PREP, INSTALLATION OF HYDRA-DUCT, INSTALL PIPING TO CONNECT

TO MAIN SW DRAINAGE SYSTEM. WORK INSIDE THE RISER.

6. PHASE VI – VENT SHAFT 3 - EXCAVATION, PRESSURE WASHING, PATCH AND PREP, INSTALLATION OF HYDRA-DUCT, INSTALL PIPING TO CONNECT

TO MAIN SW DRAINAGE SYSTEM. WORK INSIDE THE RISER.

7. PHASE VII TUNNEL SECTION BETWEEN VAULT B / C.

8. PHASE VIII TUNNEL SECTION BETWEEN VAULT C / D.

9. PHASE IX TUNNEL SECTION BETWEEN VAULT D / BLDG 7.

10. PHASE X TUNNEL 43.

NO MORE THAN 2 PHASES CAN TAKE PLACE AT THE SAME TIME

PHASING NOTES

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

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.

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ICRA INFORMATION AND DETAILS AND

OVERALL PHASING PLAN

3 3LBB

REPAIR NORTH CAMPUS

STEAM TUNNEL

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 JULY 14, 2023

100% BID DOCUMENTS

695-21-11022-177-Q30

N/A

CLA

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPE - PLASTIC

Scale: 1" = 30'-0"

OVERALL PHASING PLAN

NORTH

DocuSign Envelope ID: BF3A282E-37F9-4F35-ABBD-8CF3F5B9B0F8

7/13/2023

RIM 652.54

12"E 650.34

ASPHALT WALK (HANK AARON TRAIL)

EXISTING

BUILDING 4

EXISTING

BUILDING 6

EXISTING

BUILDING 5

EXISTING

BUILDING 7

TRANSFORMER

TRANSFORMER

P O

R C

H

P O

R C

H

P O

R C

H

C O

N C

R

ETE W

ALK

CONCRETE

SERVICE

CHASE WITH

VENT COVER S-2

VENT SHAFT

V-1

CHAIN LINK FENCE

CHAIN LINK FENCE

ASPHALT

C O

N C

R E

TE

CONCRETE WALK

STEPS & HANDS RAILS

WOOD RAMP

PORCH

WOOD RAMP

TRANSFORMER

SERVICE CHASE WITH VENT COVER

S-3 / VAULT D

SEPTIC VENT

C O

N C

R

ETE W

ALK

CONCRETE

C O

N C

W A

LL

CONCRETE

STAIRS

CONCRETE

BRICK WALL

TREES

TREES

TREES

ASPHALT

BUILDING WELL

UTILITY MARKINGS END

HERE, THEY POSSIBLY GO

INTO THE TUNNEL

W W

W W

W W

W W

ROUND DRAIN

TOP OF BEEHIVE 679.67

RIM 679.23

N&S. 675.39

W. 676.02

ROUND DRAIN

TOP OF BEEHIVE 680.11

RIM 679.69

E,W&N. 676.43

FABRIC IN STRUCTURE

15" CMP

IE. 651.72

15" CMP

IE. 651.54

18" RCP

IE. 652.01

18" RCP

IE. 651.47

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

6" PVC

IE. 662.81

SEPTIC VENT

DOWNSPOUT

DOWNSPOUT

YARD HYDRANT

YARD HYDRANT

DOWNSPOUT

W W W W W W W W

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681681

670 66

666667

MANHOLE

M-1

VAULT C

LOD

LOD

LOD LOD

LOD

LOD

LODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LO

D

LO

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LO

D

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LO

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LO

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LOD

LOD

LOD

LOD

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SERVICE CHASE WITH

NO COVER UNDER DECK

LOD

LO

DLOD

LOD

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED.

STORAGE AND

STAGING AREA

STORAGE AND

STAGING AREA

RIM 652.54

12"E 650.34

RIM 641.23

IE. 636.23

TO SUMP

(NO VIS. PIPES)

RIM 646.72

N 639.6± S 639.6±

SS

SS

SS

SS

SS

SS

SS

SS

CONCRET

E

W

AL

K

AS

PH

AL

T

AS

PH

AL

T

CHAIN LINK FENCE

CONC.

ASPHALT WALK (HANK AARON TRAIL)

CONC. WALK

C O

N C

R E

TE

W

A

LK

C O

N C

R E

TE

W

A

LK

BM: 641.53'

BW BOLT

ON HYDRANT

FO

C

FO

C

FO

C

UG/E

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UG/T

UG/T

UG/T

UG/T

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W

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R

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ALK

CONCRETE

SERVICE

CHASE WITH

VENT COVER S-2

SERVICE CHASE

WITH VENT COVER

S-1

VENT SHAFT

V-2 / VAULT B

CHAIN LINK FENCE

STEPS & HANDS RAILS TREES

TREES

FABRIC IN STRUCTURE

15" CMP

IE. 651.72

15" CMP

IE. 651.54

18" RCP

IE. 652.01

18" RCP

IE. 651.47

DOWNSPOUT

6" PVC

IE. 662.81

UG/E

UG/E

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UG

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UG

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UG

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670 66

666667

EXISTING

BUILDING 43

UG/T UG/T UG/T UG/TUG/E UG/E UG/E UG/E

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D

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED.

STORAGE AND

STAGING AREA

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

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.Revisions: Date# Engineers Architects

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net JULY 14, 2023 ZLRFCM

REPAIR NORTH CAMPUS

STEAM TUNNEL

695-21-110

CLEMENT J. ZABLOCKI VAMC

5000 W NATIONAL AVE, MILWAUKEE, WI

53295 4

100% BID DOCUMENTS

N/A

22-177-Q30

LEGEND

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING UNDERGROUND TELEPHONE LINE

LIMITS OF DISTURBANCE

TREE PROTECTION FENCING

EXISTING CONTOURS

EXISTING CONCRETE SIDEWALK AND CURB AND

GUTTER TO BE SAWCUT AND REMOVED

EXISTING ASPHALT PAVING TO BE SAWCUT AND

REMOVED

XXXX

CIVIL DEMOLITION PLAN

CD101

1) IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR

AMONG THE CONTRACT DRAWINGS, THE BETTER QUALITY, MORE

STRINGENT REQUIREMENTS, OR GREATER QUANTITY OF WORK, AS

DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

2) ALL NECESSARY EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

3) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH

APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY

INSTALLATION CODES.

4) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

5) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS

OF CONSTRUCTION AND TO NOTIFY THE ENGINEER AND COR IN CASE

OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

6) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT ARE

DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR

REPLACE SUCH DAMAGED PROPERTY TO THE VA SATISFACTION AT

NO COST TO THE VA.

7) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND

SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE VA

COR.

8) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE

TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO

THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE

NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS NECESSARY

TO ACCOMPLISH THE WORK.

9) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION

ACTIVITY.

10) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL LAWS.

11) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

12) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER

PRIOR TO ANY EXCAVATION.

13) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VETERANS

AFFAIRS AND ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING

ANY/ALL UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE.

THE CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR

RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

14) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO

ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT

GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.

15) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

16) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY

THE VA COR AS DETERMINED BY FIELD CONDITIONS.

17) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

18) CONTRACTOR SHALL VERIFY THAT ALL SITE FURNISHINGS,

FEATURES, UTILITIES, AND GRADES SHOWN ON THESE DRAWINGS

ARE CONGRUENT WITH FIELD CONDITIONS PRIOR TO WORK

STARTING. NOTIFY VA COR IMMEDIATELY OF ANY DISCREPANCIES.

19) CONTRACTOR TO ENSURE SHORING PLAN AND ACTIVITIES

ADHERES TO ALL REQUIREMENTS OF SPEC SECTION 01 35 26.

SHEET NOTES:

KEY NOTES:

1) EXISTING TREE TO BE REMOVED AND REPLACED WITH SAME

SPECIES.

2) EXISTING CONCRETE TO BE SAWCUT AND REMOVED AND

REPLACED.

3) PROVIDE LOCKABLE CONSTRUCTION FENCING WITH SCREENING.

CONFIRM LOCATION WITH VA COR.

4) POTENTIAL LAYDOWN AND STAGING AREA. CONFIRM LOCATION

WITH VA COR.

LOD LOD LOD

UG/T UG/T

UG/E UG/E

KEY PLAN

MATCHLINE: CD101

1" = 40'

SCALE IN FEET

40 20 40 80 before you dig belowKnow what's

Call

R

KEY PLAN N

AREA OF WORK

SCALE: NO SCALE

MATCHLINE

MATCHLINE: CD101

MATCHLINE: CD101 MATCHLINE: CD101

815 SQUARE FEET

SIDEWALK DEMO

115 SQUARE FEET

SIDEWALK DEMO

535 SQUARE FEET

SIDEWALK DEMO

RIM 652.54

12"E 650.34

ASPHALT WALK (HANK AARON TRAIL)

EXISTING

BUILDING 4

EXISTING

BUILDING 6

EXISTING

BUILDING 5

EXISTING

BUILDING 7

TRANSFORMER

TRANSFORMER

P O

R C

H

P O

R C

H

P O

R C

H

C O

N C

R

ETE W

ALK

CONCRETE

SERVICE

CHASE WITH

VENT COVER S-2

VENT SHAFT

V-1

CHAIN LINK FENCE

CHAIN LINK FENCE

ASPHALT

C O

N C

R E

TE

CONCRETE WALK

STEPS & HANDS RAILS

WOOD RAMP

PORCH

WOOD RAMP

TRANSFORMER

SERVICE CHASE WITH VENT COVER

S-3 / VAULT D

SEPTIC VENT

C O

N C

R

ETE W

ALK

CONCRETE

C O

N C

W A

LL

CONCRETE

STAIRS

CONCRETE

BRICK WALL

TREES

TREES

TREES

ASPHALT

BUILDING WELL

UTILITY MARKINGS END

HERE, THEY POSSIBLY GO

INTO THE TUNNEL

W W

W W

W W

W W

ROUND DRAIN

TOP OF BEEHIVE 679.67

RIM 679.23

N&S. 675.39

W. 676.02

ROUND DRAIN

TOP OF BEEHIVE 680.11

RIM 679.69

E,W&N. 676.43

FABRIC IN STRUCTURE

15" CMP

IE. 651.72

15" CMP

IE. 651.54

18" RCP

IE. 652.01

18" RCP

IE. 651.47

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

6" PVC

IE. 662.81

SEPTIC VENT

DOWNSPOUT

DOWNSPOUT

YARD HYDRANT

YARD HYDRANT

DOWNSPOUT

W W W W W W W W

UG

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681681

670 66

666667

MANHOLE

M-1

VAULT C

LOC

LOC

LOC LOC

LOC

LOC

LOCLOCLOCLOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LOC

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LOC LOC

LOC

LOC

LOC

LOC

LOC

LOCLOC

SERVICE CHASE WITH

NO COVER UNDER DECK

LOC

LO

CLOC

LOC

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED.

STORAGE AND

STAGING AREA

STORAGE AND

STAGING AREA

RIM 652.54

12"E 650.34

RIM 641.23

IE. 636.23

TO SUMP

(NO VIS. PIPES)

RIM 646.72

N 639.6± S 639.6±

SS

SS

SS

SS

SS

SS

SS

SS

CONCRET

E

W

AL

K

AS

PH

AL

T

AS

PH

AL

T

CHAIN LINK FENCE

CONC.

ASPHALT WALK (HANK AARON TRAIL)

CONC. WALK

C O

N C

R E

TE

W

A

LK

C O

N C

R E

TE

W

A

LK

BM: 641.53'

BW BOLT

ON HYDRANT

FO

C

FO

C

FO

C

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GAS

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UG/T

UG/T

UG/T

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

C O

N C

R

ETE W

ALK

CONCRETE

SERVICE

CHASE WITH

VENT COVER S-2

SERVICE CHASE

WITH VENT COVER

S-1

VENT SHAFT

V-2 / VAULT B

CHAIN LINK FENCE

STEPS & HANDS RAILS TREES

TREES

FABRIC IN STRUCTURE

15" CMP

IE. 651.72

15" CMP

IE. 651.54

18" RCP

IE. 652.01

18" RCP

IE. 651.47

DOWNSPOUT

6" PVC

IE. 662.81

UG/E

UG/E

UG

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UG

/T

UG

/T

UG

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UG

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UG

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