6b - 695-20-105 Drawings 1-30.pdf

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

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 Number

CONSULTANTS:

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

UPGRADE ELECTRICAL

SYSTEMS PHASE 2

695-20-105

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

20-115

100% CONSTRUCTION DOCUMENTS

JULY 16, 2021 WEMKK

o | f | w |

CAMPUS MAP

NTS

G-001

COVER SHEET

UPGRADE ELECTRICAL SYSTEMS

AREA 2

CLEMENT J. ZABLOCKI VAMC

5000 W NATIONAL AVE, MILWAUKEE, WI 53295

VA PROJECT #: 695-20-105

REFER TO ES101 FOR THE AFFECTED BUILDINGS ON THIS PROJECT

DocuSign Envelope ID: 771D0359-7D82-443E-A333-C04C1C2CE44C

7/14/2021

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX

OF PRECAUTIONS FOR CONSTRUCTION AND RENOVATION

Class 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:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete ceiling system

- new construction

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:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile to 50 square feet

- painting (but not sanding), wall covering

- electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Type of Construction / Project Activity Table

Group 2

Medium Risk

- Therapy Areas

- Respiratory Therapy

- Outpatient Clinics

- CBOC's

- Mental Health Units

- VACANT AREA ADJACENT TO

OCCUPIED AREA

I

Patient Risk Group

TYPE

D

TYPE

C

TYPE

A

Group 4

Highest Risk

Group 3

High Risk

- Pharmacy

- Radiology/ CT Scanner

- Urgent Care

- Laboratories

- CLCs

- SPD

- AMCU

- Respiratory Isolation Rooms

III

TYPE DTYPE CTYPE B

o r control procedures are necessary.

C L A

S S

I V

C L A

S S

I I

During Construction Project

C L A

S S

I I I

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant after barriers are removed.

6. Remove or isolate HVAC system in areas where work was being performed.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work with HEPA-filtered vacuums.

5. Wet mop with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

1. Wipe surfaces to remove dust

Upon Completion of Project

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

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

4. Complete all critical barriers before construction begins or implement control cube method.

5. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units.

6. Contain construction waste before transport in tightly covered containers.7. Cover transport receptacles or carts. Tape covers.

8. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work areas.

9. Remove isolation of HVAC system in areas where work is being performed.

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

1. Includes all activities required by Class I

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

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

4. Seal unused doors with duct tape.

5. Block off and seal air vents.

6. Replace adhesive walk-off mats at entrance and exit of work area.

Replace used mats in accordance with manufacturer's recommendations.

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

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. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

4. Complete all critical barriers or implement control cube method before construction begins.

5. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

6. Seal holes, pipes, conduits, and punctures appropriately.

7. Construct anteroom and require all personnel to pass through this room so they can be vacuumed using a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that are removed each time they leave the work site.

8. All personnel entering work site are required to wear shoe covers.

Shoe covers must be changed each time the worker exits the work area.

9. Place adhesive walk-off mats at entrance to work area within anteroom.

10. Replace walk-off mats per manufacturer's recommendations. Do not remove work area barriers until completed project is inspected each by the Hospital Department Safety Officer, Facilities Management Maintenance and Engineering and thoroughly cleaned by the Hospital Environmental Services Department or their contracted Environmental Service Company. Contain construction waste before transport in tightly covered containers.

11. Cover transport receptacles or carts. Tape covering.

12. Vacuum work area with HEPA filtered vacuums.

13. Wet mop with disinfectant after barriers are removed.

14. Remove isolation of HVAC system in areas where work is being performed.

Class IV

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

II

I

LOW Risk Group 1

HIGH Risk Group 3

HIGHEST Risk Group 4

MEDIUM Risk Group 2

IV

IV

IV

III/IV

III/IV

III/IV

III/IV

III

III

III

Group 1

Low Risk

- Office areas (non-clinical)

- Hallways

- FES/EMS areas

TYPE

B

I

C L A

S S

I

INTERIM LIFE SAFETY MEASURES IN EFFECT FOR THE

UPGRADE ELECTRICAL SYSTEMS PHASE 2

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA

PLEASE USE ALTERNATE EXITS AS MARKED

1'-5"

INFECTION CONTROL RISK

ASSESSMENT, INTERIM LIFE

SAFETY MEASURES, FIRE WATCH

AND MISCELLANEOUS FORMS

PAPER

CADDY

ILSM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

A

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET BARRIER

EXISTING WALL

ASSEMBLY

EXISTING CEILING

BOTTOM SEALING

RUNNER

TOP SEALING RUNNER

SUPPORT POLES, QUANTITY

PER MANUF.

RECOMMENDATIONS

AS

REQ.

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX

OF PRECAUTIONS FOR CONSTRUCTION AND RENOVATION

Class 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:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete ceiling system

- new construction

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:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile to 50 square feet

- painting (but not sanding), wall covering

- electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Type of Construction / Project Activity Table

Group 2

Medium Risk

- Therapy Areas

- Respiratory Therapy

- Outpatient Clinics

- CBOC's

- Mental Health Units

- VACANT AREA ADJACENT TO

OCCUPIED AREA

I

Patient Risk Group

TYPE

D

TYPE

C

TYPE

A

Group 4

Highest Risk

Group 3

High Risk

- Pharmacy

- Radiology/ CT Scanner

- Urgent Care

- Laboratories

- CLCs

- SPD

- AMCU

- Respiratory Isolation Rooms

III

TYPE DTYPE CTYPE B

o r control procedures are necessary.

C L A

S S

I V

C L A

S S

I I

During Construction Project

C L A

S S

I I I

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant after barriers are removed.

6. Remove or isolate HVAC system in areas where work was being performed.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering.

4. Vacuum work with HEPA-filtered vacuums.

5. Wet mop with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

1. Wipe surfaces to remove dust

Upon Completion of Project

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

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

4. Complete all critical barriers before construction begins or implement control cube method.

5. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units.

6. Contain construction waste before transport in tightly covered containers.7. Cover transport receptacles or carts. Tape covers.

8. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work areas.

9. Remove isolation of HVAC system in areas where work is being performed.

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

1. Includes all activities required by Class I

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

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

4. Seal unused doors with duct tape.

5. Block off and seal air vents.

6. Replace adhesive walk-off mats at entrance and exit of work area.

Replace used mats in accordance with manufacturer's recommendations.

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

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. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

4. Complete all critical barriers or implement control cube method before construction begins.

5. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

6. Seal holes, pipes, conduits, and punctures appropriately.

7. Construct anteroom and require all personnel to pass through this room so they can be vacuumed using a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that are removed each time they leave the work site.

8. All personnel entering work site are required to wear shoe covers.

Shoe covers must be changed each time the worker exits the work area.

9. Place adhesive walk-off mats at entrance to work area within anteroom.

10. Replace walk-off mats per manufacturer's recommendations. Do not remove work area barriers until completed project is inspected each by the Hospital Department Safety Officer, Facilities Management Maintenance and Engineering and thoroughly cleaned by the Hospital Environmental Services Department or their contracted Environmental Service Company. Contain construction waste before transport in tightly covered containers.

11. Cover transport receptacles or carts. Tape covering.

12. Vacuum work area with HEPA filtered vacuums.

13. Wet mop with disinfectant after barriers are removed.

14. Remove isolation of HVAC system in areas where work is being performed.

Class IV

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

II

I

LOW Risk Group 1

HIGH Risk Group 3

HIGHEST Risk Group 4

MEDIUM Risk Group 2

IV

IV

IV

III/IV

III/IV

III/IV

III/IV

III

III

III

Group 1

Low Risk

- Office areas (non-clinical)

- Hallways

- FES/EMS areas

TYPE

B

I

C L A

S S

I

ICRA CLASSIFICATION LOCATION MATRIX

BUILDING IDENTIFICATION ICRA CLASSIFICATION FLOOR NOTES

BUILDING 5 CLASS I ALL FLOORS

BUILDING 6 CLASS I AND CLASS II BASEMENT SEE SHEET G-101 AND G-102

FOR CLASS II LOCATIONS

BUILDING 6 CLASS I AND CLASS II FIRST FLOOR SEE SHEET G-101 AND G-102

FOR CLASS II LOCATIONS

BUILDING 6 CLASS I AND CLASS II SECOND FLOOR SEE SHEET G-101 AND G-102

FOR CLASS II LOCATIONS

BUILDING 6 CLASS I THIRD FLOOR

BUILDING 7 CLASS I ALL FLOORS

BUILDING 20 CLASS I ALL FLOORS

BUILDING 43 CLASS I ALL FLOORS

BUILDING 70 CLASS I ALL FLOORS

BUILDING 102 CLASS I BASEMENT

BUILDING 107 CLASS I FIRST FLOOR

BUILDING 108 CLASS I ALL FLOORS

BUILDING T114 CLASS I FIRST FLOOR

BUILDING 144 CLASS I FIRST FLOOR

ICRA CLASSIFICATION LOCATION CHART NOTE:

USE CLASS II INFECTION CONTROL MEASURES AT AREAS SHOWN G-101 AND G-102 FOR BUILDING 6. ALL

OTHER AREAS AFFECTED BY WORK IN BUILDING 6 TO USE CLASS I INFECTION CONTROL MEASURES. SEE

MATRIX ABOVE.

A

M

G-100

TYPICAL ICRA DETAILS

A.

B.

C.

D.

TAPE ALL SERVICES TO PROTECT AGAINST

CONTAMINATION.

THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE COR AND THE MEDICAL CENTER.

USING A HEPA VACUUM, CLEAN INSIDE THE BARRIER

AND VACUUM CEILING TILE PRIOR TO REPLACEMENT.

ANY CEILING ACCESS PANELS OPENED FOR

INVESTIGATION BEYOND SEALED AREAS SHALL BE

SEALED IMMEDIATELY WHEN UNATTENDED.

AT COMPLETION, REMOVE CONSTRUCTION

BARRIERS AND CEILING PROTECTION CAREFULLY,

OUTSIDE OF NORMAL WORK HOURS. VACUUM AND

CLEAN ALL SURFACES FREE OF DUST AFTER THE

REMOVAL.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

SHEET NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

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

#6

UPGRADE ELECTRICAL

SYSTEMS PHASE 2

695-20-105

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

20-115

100% RESUBMISSION CONSTRUCTION DOCUMENTS

JULY16, 2021 RRTJS

o | f | w |

Scale: No Scale

ILSM SIGNAGE

Scale: No Scale

ILSM BARRIER TAG

NOTE:

TAG SHALL BE PLACED ON ALL ILSM

TEMPORARY BARRIERS. FINAL LOCATION BY G.C.

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

ICRA BARRIER WALL TYPES

E. CONTRACTOR TO VERIFY AND COORDINATE FINAL

AND APPROVED ICRA MEASURES WITH THE

ZABLOCKI VA MEDICAL CENTER'S ICRA

PERSONNEL, PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITY.

F. SEE ICRA CLASSIFICATION MATRIX THIS SHEET FOR

ICRA CLASS REQUIREMENTS ON EACH BUILDING.

BUILDING 6 - 2ND FLOOR

G-102

G-102

G-102

BUILDING 6 - BASEMENT

G-102

G-102

G-102

G-102

G-102

G-102

G-102

AREA OF

WORK

KEY PLAN - BUILDING 6

N

G-101

A. REMOVE ALL TRASH DAILY FROM THE WORK AREA.

B. THESE DRAWINGS ARE BASED ON FIELD SURVEY

AND EXISTING PLANS. VERIFY ALL FIELD

CONDITIONS.

C. COORDINATE WITH VA COR FOR OFF-HOURS

SCHEDULE AND TEMPORARY REROUTING ACCESS

FOR HOSPITAL STAFF AND VISITORS, PRIOR TO

ERECTING TEMPORARY BARRIERS.

D. CONSULT WITH VA SAFETY DEPARTMENT TO

MAINTAIN MINIMUM CLEARANCE IN CORRIDORS AND

HALLWAYS.

E. CONTRACTOR TO VERIFY AND COORDINATE FINAL

AND APPROVED ICRA MEASURES WITH THE

ZABLOCKI VA MEDICAL CENTER'S ICRA PERSONNEL,

PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITY.

F. USE CLASS II INFECTION CONTROL MEASURES AT

AREAS SHOWN THIS SHEET. ALL OTHER AREAS

AFFECTED BY WORK THIS BUILDING TO USE CLASS I

INFECTION CONTROL MEASURES.

OVERALL ICRA FLOOR PLANS -

BUILDING 6

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

SHEET NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

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

#6

UPGRADE ELECTRICAL

SYSTEMS PHASE 2

695-20-105

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

20-115

100% RESUBMISSION CONSTRUCTION DOCUMENTS

JULY16, 2021 RRTJS

o | f | w | 3

1 BUILDING 6 - BASEMENT

SCALE: 1/32" = 1'-0"

2 BUILDING 6 - FIRST FLOOR

SCALE: 1/32" = 1'-0"

3 BUILDING 6 - SECOND FLOOR

SCALE: 1/32" = 1'-0" NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

4'-0"

6'-0"

4'-2

3'-8"

4'-4"

4'-6"

4'-4"

4'-0"

AREA OF

WORK

KEY PLAN - BUILDING 6

N

G-102

1. PROVIDE TEMPORARY ICRA TYPE 'A' PLASTIC

SHEET BARRIER PARTITION TO THE UNDERSIDE

OF CEILING WITH ZIPPER ENTRY. PARTITION

SHALL BE INSPECTED BY VA ICRA STAFF PRIOR

TO START OF CONSTRUCTION IN SPACE.

MAINTAIN NEGATIVE PRESSURE VENTILATION IN

THE CONSTRUCTION SPACE.

2. PROVIDE TWO STICKY MATS AT EACH

CONSTRUCTION ACCESS POINT.

3. NEW FURRED OUT WALL TERMINATED 6" ABOVE

PANEL BOX WITH SLOPED TOP.

4. THIS SIDE OF DOOR TO BE SHUT FOR DURATION

OF WORK IN THIS AREA.

A. REMOVE ALL TRASH DAILY FROM THE WORK AREA.

B. THESE DRAWINGS ARE BASED ON FIELD SURVEY

AND EXISTING PLANS. GC VERIFY ALL FIELD

CONDITIONS.

C. COORDINATE WITH VA COR FOR OFF-HOURS

SCHEDULE AND TEMPORARY REROUTING ACCESS

FOR HOSPITAL STAFF AND VISITORS, PRIOR TO

ERECTING TEMPORARY BARRIERS.

D. CONSULT WITH VA SAFETY DEPARTMENT TO

MAINTAIN MINIMUM CLEARANCE IN CORRIDORS AND

HALLWAYS.

E. CONTRACTOR TO VERIFY AND COORDINATE FINAL

AND APPROVED ICRA MEASURES WITH THE

ZABLOCKI VA MEDICAL CENTER'S ICRA PERSONNEL,

PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITY.

F. USE CLASS II INFECTION CONTROL MEASURES AT

AREAS SHOWN THIS SHEET. ALL OTHER AREAS

AFFECTED BY WORK THIS BUILDING TO USE CLASS I

INFECTION CONTROL MEASURES.

ENLARGED ICRA PLANS -

BUILDING 6

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

SHEET NOTES:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

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

#6

UPGRADE ELECTRICAL

SYSTEMS PHASE 2

695-20-105

CLEMENT J. ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

20-115

100% RESUBMISSION CONSTRUCTION DOCUMENTS

JULY16, 2021 RRTJS

o | f | w | 4

1 STAIR 6-B-C-ST-02

SCALE: 1/4" = 1' 0"

5 ELEVATOR 6-1-A-EL-01

SCALE: 1/4" = 1' 0" 2 VACANT 6-B-C-008

SCALE: 1/4" = 1' 0"

3 STAIR 6-B-B-ST-01

SCALE: 1/4" = 1' 0"

4 MECH ROOM 6-B-C-004

SCALE: 1/4" = 1' 0"10 CLIMET OFFICE C212

SCALE: 1/4" = 1' 0"

6 STAIR 6-1-B-ST-01

SCALE: 1/4" = 1' 0"

7 STAIR 6-1-C-ST-02

SCALE: 1/4" = 1' 0"

8 ELEVATOR 6-2-A-EL-01

SCALE: 1/4" = 1' 0"

9 STAIR 6-2-B-ST-01

SCALE: 1/4" = 1' 0" NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

NORTH

0 8 16 32

SECOND FLOOR @ FIRST FLOOR @

SECOND FLOOR @

SECOND FLOOR @

BASEMENT @

FIRST FLOOR @

FIRST FLOOR @

BASEMENT @

BASEMENT @

BASEMENT @

RAISED

PLANTER

CISTERN

SNOW

PILE

WOOD POST &

PLASTIC MESH

ENCLOSURE

GRAVEL

WOOD RAMP

GUARD RAILGUARD RAIL

CONC

WALL

CONC WALL

W/ GUARD RAIL

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC

CONC

TRANSFORMER

M

AR

KE

D

W

AT

ER

L

IN

E

TIMBER

WALL

G R

AVEL

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/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

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

BUILDING 107

BUILDING 108

UG/E

UG/E

UG/T

UG/T

W

W

635634

637 638

644640 641 642 643

CONC

WALL

T114

T107

W O

R

KS

H O

P R

O

ADN

M

IT

CH

EL

L

BL

VD

CHRYSLER WOOD AVE

WOOD AVE

WOOD POST &

PLASTIC MESH

ENCLOSURE

ASPHALT

UG/E

UG/E

UG/E

UG/E

BUILDING T-114

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 JULY 16, 2021 ZLRFCM

UPGRADE ELECTRICAL

SYSTEMS PHASE 2

695-20-105

CLEMENT J. ZABLOCKI VAMC

5000 W NATIONAL AVE, MILWAUKEE, WI

53295

20-095

100% CONSTRUCTION DOCUMENTS

Foresite Group, LLC 2128 Moores Mill Rd.

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

107, 108

LEGEND

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING UNDERGROUND TELEPHONE LINE

LIMITS OF DISTURBANCE

TREE PROTECTION FENCING

EXISTING CONTOURS

EXISTING FENCING AND/OR PLANTER BED TO BE

REMOVED

EXISTING ASPHALT PAVING TO BE SAWCUT AND

REMOVED

XXXX

CIVIL DEMOLITION PLAN

CD101

1" = 10'

SCALE IN FEET

10 5 10 20

1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

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

APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY

INSTALLATION CODES.

3) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

4) 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.

5) 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.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND

SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE VA

COR.

7) 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.

8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION

ACTIVITY.

9) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL LAWS.

10) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

11) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER

PRIOR TO ANY EXCAVATION.

12) 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.

13) 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.

14) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

15) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY

THE VA COR AS DETERMINED BY FIELD CONDITIONS.

16) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

SHEET NOTES:

KEY NOTES:

KEY PLAN

1) NO SOIL SHALL BE DISTURBED UNDER CANOPY OF LARGE

HISTORIC OAK TREES WITHOUT WRITTEN APPROVAL OF COR.

2) EXISTING TRANSFORMER (TO REMAIN)

3) EXISTING FENCING TO BE REMOVED.

4) EXISTING RAISED PLANTER BED TO BE REMOVED.

5) EXISTING ASPHALT PAVING TO BE SAWCUT AND REMOVED AND

REPLACED FOR CONDUIT.

LOD LOD LOD

SITE

UG/T UG/T

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M

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H

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EET C

D 101)

M

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EET C

D 101)

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14" QUAD

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SILL 633.49

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AutoCAD SHX Text M

AutoCAD SHX Text X

T114

T107

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GUARD RAILGUARD RAIL

CONC

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BUILDING 107

BUILDING 108

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635634

637 638

644640 641 642 643

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BUILDING T-114

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 JULY 16, 2021 ZLRFCM

UPGRADE ELECTRICAL

SYSTEMS PHASE 2

695-20-105

CLEMENT J. ZABLOCKI VAMC

5000 W NATIONAL AVE, MILWAUKEE, WI

53295

20-095

100% CONSTRUCTION DOCUMENTS

Foresite Group, LLC 2128 Moores Mill Rd.

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

107, 108

CIVIL SITE & UTILITY PLAN

CS101

1) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY

SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

2) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

3) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS

SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING

PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

4) NO OUTSIDE STORAGE IS PERMITTED. THIS INCLUDES SUPPLIES,

VEHICLE, EQUIPMENT, PRODUCTS, ETC.

5) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

6) MAXIMUM CUT OR FILL SLOPE=3H:1V

7) 24 HOUR CONTACT: VA COR

8) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE

CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT

NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED

CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND OTHER

DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE

COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY

FOLLOWING FULL REMOVAL OF THESE MATERIALS. REFER TO SPEC

31 20 00 FOR FURTHER DETAILS.

9) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL

SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, DATED

OCTOBER 13, 2020 BY TERRACON. THE CONTRACTOR SHALL HAVE

THIS REPORT ON THE JOB SITE FOR REFERENCE AT ALL TIMES. THE

CONTRACTOR SHALL PROVIDE EARTHWORK OPERATIONS AND

CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL

COMPACTION IS COMPLETED IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PROVIDE

TESTING REPORTS TO THE OWNER REGARDING COMPACTION

TESTING PER THE TESTING PROTOCOL IN THE GEOTECHNICAL

REPORT.

10) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS

DURING CONSTRUCTION FOR PROTECTION OF ADJACENT

ROADWAYS.

SHEET NOTES:

KEY NOTES:

KEY PLAN

1) PROVIDE LEVEL CONCRETE PAD FOR GENERATOR. TOP OF PAD

TO BE A MINIMUM 6" ABOVE EXISTING GRADE. SEE PAD DETAIL THIS

SHEET. SEE ELECTRICAL PLANS FOR GENERATOR DETAILS.

2) PROVIDE LEVEL CONCRETE PAD FOR AUTOMATIC TRANSFER

SWITCH (ATS). TOP OF PAD TO BE A MINIMUM 6" ABOVE EXISTING

GRADE. SEE PAD DETAIL SHEET CS501. SEE ELECTRICAL PLANS FOR

ATS DETAILS.

3) PROVIDE 4' X 4' CONCRETE LANDING PAD AT EXISTING GRADE

FOR STAIRS.

4) PROVIDE BOLLARD SEE DETAIL SHEET CS501.

5) PROVIDE UNDERGROUND POWER CONDUIT. SEE ELECTRICAL

PLANS FOR DETAILS, TYP.

6) ASPHALT PAVING PATCH FOR ELECTRICAL CONDUIT. SEE DETAIL

SHEET CS501.

LEGEND

PROPOSED CONCRETE PAD

PROPOSED ASPHALT PAVEMENT PATCH

PROPOSED UNDERGROUND POWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING CONTOUR LINE

PROPOSED BOLLARD

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XXXX

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ATC

H

LIN

E

(SH

EET C

S101)

M

ATC

H

LIN

E

(SH

EET C

S101)

1" = 10'

SCALE IN FEET

10 5 10 20

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MISC. MH

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SILL 644.50

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AutoCAD SHX Text 641.30

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AutoCAD SHX Text 638.89

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AutoCAD SHX Text 636.16

AutoCAD SHX Text 634.04

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AutoCAD SHX Text 634.62

AutoCAD SHX Text 636.77

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AutoCAD SHX Text 634.21

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AutoCAD SHX Text 640.14

AutoCAD SHX Text 643.75

AutoCAD SHX Text 643.61

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X

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 JULY 16, 2021 ZLRFCM

UPGRADE ELECTRICAL

SYSTEMS PHASE 2

695-20-105

CLEMENT J. ZABLOCKI VAMC

5000 W NATIONAL AVE, MILWAUKEE, WI

53295

20-095

100% CONSTRUCTION DOCUMENTS

Foresite Group, LLC 2128 Moores Mill Rd.

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

107, 108

CIVIL PAVING AND CONSTRUCTION DETAILS

CS501

CONCRETE GENERATOR PAD DETAIL

NOT TO SCALE

CS101

8"

5' M

IN

8"

1"

MIN.

#5 @ 12"o.c.

6" OF COMPACTED

FREE DRAINING

GRANULAR FILL

#4 AT 12"o.c.

EACH WAY AT

MID. DEPTH

#4 AT 12"o.c.

EACH WAY AT

MID. DEPTH

2'-0"

#5 @ 12"o.c.

#4 AT 12"o.c.

EACH WAY AT

MID. DEPTH

6" OF COMPACTED

FREE DRAINING

GRANULAR FILL

1' -6

8"

6"

1-#5 CONT.

TOP AND

BOT.

6"

CONCRETE SWITCH PAD DETAIL

NOT TO SCALE

CS101

PROVIDE 7"X60" HDPE BOLLARD SLEEVE.

3/16" THICK

6" SCH. 40 STEEL PIPE FILLED

W/ CONC.

REPLACE CONCRETE PAD TO MATCH

EXISTING SAWCUT CONC FOR

REPLACEMENT W/NEW CONC SLAB.

COORDINATE WITH

EQUIPMENT ANCHORAGE

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AutoCAD SHX Text %%uGENERAL NOTES

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1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN 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 ABOVE THE TOP OF PIPE AND SHALL BE TRENCH BACKFILL SHALL COMMENCE 1 FOOT ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION 31 20 00. 3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 00. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 00. 4. THE 1 FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. THE 1 FOOT TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. 5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16. 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 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 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 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 LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS: PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL LENGTH DOWEL SPACING DOWEL SPACING 6" #5 [No. 16] 12" 18" #5 [No. 16] 12" 18" 12" 18" 18" 7" #6 [No. 19] 15" 15" #6 [No. 19] 15" 15" #6 [No. 19] 15" 15" 15" 15" 15" 8" #8 [No. 19] 15" 12" #8 [No. 19] 15" 12" #8 [No. 19] 15" 12" 15" 12" 12" 10" #10 [No. 19] 15" 12" #10 [No. 19] 15" 12" 15" 12" 12" 10. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET. TIE BARS SHALL BE 24 INCHES LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES THICK AND #5 [No. 16] BARS IF 8 INCHES THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES CENTER-TO-CENTER. 11. HOLES SHALL BE DRILLED 1 FOOT INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES HOLES SHALL BE DRILLED 1 FOOT INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES 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 IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

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UTILITY TRENCH PATCH NOTES

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NONE

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DETAIL TITLE /

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SD321216-04.DWG

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DECEMBER 2008

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CAD DETAIL NO.:

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DATE ISSUED:

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DETAIL TITLE /

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TYPE 1 UTILITY TRENCH PATCH

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SD321216-01.DWG

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DECEMBER 2008

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NONE

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UTILITY TRENCH PATCH NOTES

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NTS

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CS501

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' 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".

AutoCAD SHX Text

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

AutoCAD SHX Text 4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

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TYPE 1 UTILITY TRENCH PATCH

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NTS

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FLOWABLE FILL

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ABC 100% MIN. COMPACTION

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ASPHALTIC CONCRETE

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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

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TACK COAT (TYP.)

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EXISTING PAVEMENT

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CS501

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FY17 TJC & SAFETY CORRECTIONS AMENDMENT DETAIL

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UNFINISHED FLOOR

SLAB

5/8" TYPE 'X' GYPSUM

WALLBOARD

3 5/8" METAL STUDS @

16" O.C. MAX.

NEW ELECTRICAL

PANEL BOX

V E

R I F

Y

I N

F

E

L D

EXISTING WALL

3 5/8" METAL STUDS @

16" O.C. MAX.

5/8" TYPE 'X' GYPSUM

WALLBOARD CAP

NEW WALL BASE TO

MATCH EXISTING

2 COATS PAINTED

FINISH ON NEW WALL

TO MATCH ADJACENT

WALL FINISH

USE PLASTIC CORNER

BEADS ALONG FULL

PERIMETER OF

OPENING FOR PANEL

6"

ALIGN TO PANEL

FACE

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

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

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

C

L

DEMOLITION KEYNOTE

WINDOW TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE

CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

GENERAL NOTES

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.

DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS ARE PREPARED USING DIMENSIONS

AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE AND DETAILS FOR

SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND

PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION

DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION

REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE 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.

THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE

SEPARATIONS USED 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, OR 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.

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.

USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING

WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE COR OF ANY

DISCREPANCY DISCOVERED.

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.

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.

COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR

DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR

SHALL FURNISH ALL NECESSARY LICENSES AND/OR PERMITS.

THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE

THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE

DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO

INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND

COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED

IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER

EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE

CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS

INDICATED IN THE SPECIFICATIONS.

CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY

REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

1.

2.

3.

4.

5.

6.

7.

8.

9.

DEMOLITION NOTES

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.

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

PROCEEDING WITH NEW CONSTRUCTION.

EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL CENTER GROUNDS.

PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT CONSTRUCTION UNLESS INDICATED

OTHERWISE.

NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL

ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

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.

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

SYSTEMS.

BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT

SCOPE WHETHER ABOVE, BELOW OR OUTSIDE 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.

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…