18-304 DWGs Updated E103.pdf

PDF 7 MB Posted Jan 30, 2023

Attached to: 6115--Install Emergency Power for HVAC Equipment
Solicitation number: 36C24623B0020
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract solicitation seeks construction services to install emergency power systems for heating, ventilation, and air conditioning equipment at two buildings on the Durham VA Medical Center campus. The project scope includes installing new generators and automatic transfer switches for buildings 1 and 23, with all work to be completed according to design drawings and specifications. The construction cost is estimated between $1 million to $2 million and the contractor will have 20 weeks to complete the project in phases while the healthcare facility remains in operation. Work will take place at the VA Medical Center in Durham, North Carolina and require appropriate safety measures.

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Other files

File	Type	Posted
36C24623B0020 0003.docx	DOCX document	Mar 27, 2023
36C24623B0020 0002.docx	DOCX document	Mar 20, 2023
36C24623B0020 0001.docx	DOCX document	Mar 7, 2023
18-304 Specs2.pdf	PDF	Jan 30, 2023
36C24623B0020_1.docx	DOCX document	Jan 30, 2023

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PROJECT # 558-18-153

INSTALLATION OF EMERGENCY POWER SYSTEMS FOR HVAC

(BLDGS 1,23)

VA MEDICAL CENTER-DURHAM

CAMPUS LOCATION

SHEET NO. SHEET LIST BUILDING

Previous testing has identified floor and/or wall coverings, floor adhesives, duct mastic, pipe fittings & pipe insulation in this area may contain asbestos. See the 2017 asbestos re-inspection drawings provided by the Durham VAMC.

During the course of the project the contractor shall take any additional precautions that may be necessary to ensure that the flooring and wall coverings in this area are not disturbed any more than they would be during normal daily operation.

These include, but are not limited to, temporary floor and/or wall protection from falling objects during demolition or construction, additional protection of wall coverings along the construction debris route, etc. any possible disruption of these systems shall be reported to the COR immediately.

COR shall determine if additional action is required.

Contractor shall be responsible for any additional cost required if systems are disturbed such that abatement is required.

This facility contains asbestos that will be removed under a separate contract.

This facility contains asbestos that will be removed under this contract.

This facility contains asbestos that will be removed by the

VAMC

This facility contains no known or suspected asbestos.

ASBESTOS CONTAINING MATERIAL (ACM) STATEMENT

(Place an "X" in the appropriate box.)

VA MEDICAL CENTER-DURHAM

CAMPUS LOCATION

DRAWING

NUMBER

G-001

CNJGG

VICINITY MAP

NTS

CAMPUS MAP

NTS

1(PH)

INSTALLATION OF EMERGENCY

POWER SYSTEM FOR HVAC

EQUIPMENT

DURHAM, NC

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

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

NC License #: C-1848

U.S. Department of Veterans Affairs

558-18-153

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705

18-304

FULLY SPRINKLERED

CONSTRUCTION DRAWINGS

MAY 12, 2022

COVER

1, 23

DocuSign Envelope ID: 6D7D9F83-F831-477B-8D2A-5E8A7BD19968

5/19/2022

W W

W W W W

W W

W W W

T T T

T T

POW

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

PIV

LOD

LODLO

LOD

EXISTING GENERATORS

(TO REMAIN)

EXISTING UNDERGROUND POWER LINE

(TO REMAIN, TYP.)

W W

G V

W G

WWW GV

EXISTING STORM PIPE

(TO REMAIN, TYP.)

EXISTING CONCRETE PAVING

(TO BE SAWCUT AND REMOVED FOR

PROPOSED ELECTRICAL CONDUIT)

EXISTING ASPHALT PAVING

(TO BE SAWCUT AND REMOVED FOR

PROPOSED ELECTRICAL CONDUIT)

W W

W W W W

W W

W W W

T T T

T T

POW

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

PIV

LOD

LODLO

LOD

10'

PROPOSED GENERATOR AND ENCLOSURE

(SEE ELECTRICAL PLANS FOR DETAILS)

PROPOSED LEVEL CONCRETE PAD FOR

GENERATOR. TOP OF PAD TO BE MINIMUM

OF 6" ABOVE EXISTING GRADE

(SEE DETAIL ON SHEET C-501, TYP.)

PROPOSED UNDERGROUND POWER LINE

(SEE ELECTRICAL PLANS FOR DETAILS, TYP.)

W W

G V

W G

WWW GV

PROPOSED NEW JUNCTION

PULL BOX (SEE ELECTRICAL

PLANS FOR DETAILS, TYP.)

C-501UTILITY TRENCH PATCH

(TYP.)

PROPOSED PREFABRICATED METAL PLATFORM

AND STAIRS (TYP.)

ERWIN ROAD (AKA S.R. 1320) VARIABLE RIGHT OF WAY (PUBLICLY DEDICATED)

PRATT STREET

VARIABLE RIGHT OF WAY

(PUBLICLY DEDICATED)

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

ERWIN ROAD(AKA S.R. 1320)VARIABLE RIGHT OF WAY(PUBLICLY DEDICATED)

ERWIN ROAD (AKA S.R. 1320) VARIABLE RIGHT OF WAY (PUBLICLY DEDICATED)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

Revisions: Date

CONSULTANTS: VA PROJECT NUMBER

Building Number

Drawing Number

B C

D E

21 4 5 6 7

LEGEND:

321 4 5 6 7

A B

C D

Dwg. of

Headquarters:

Apogee Consulting Group, P.A.

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

558-18-153

MAY 12, 2022

1, 23

INSTALLATION OF

EMERGENCY POWER SYSTEM

FOR HVAC EQUIPMENT

558-18-153

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM NC 27705

DURHAM, NC

18-304

FULLY SPRINKLERED

CONSTRUCTION DRAWINGS

North Carolina Authorization Number: P-2475

ENGINEERING OF PLLCNORTH CAROLINA,

Foresite Group Engineering of North Carolina, PLLC 2128 Moores Mill Rd., Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

1. ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

2. ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT

ACCORDANCE WITH, AND CONFORM TO, THE PROJECT

SPECIFICATIONS.

3. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND 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 OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT.

4. 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 PROPERTY

OWNER'S SATISFACTION AT NO COST TO THE OWNER.

5. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT

OF THE ENGINEER.

6. 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.

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. CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN

COUNTY, CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED

WITHIN SITE.

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.

SCALE IN FEET

20'10'5'10' 1" = 10'

1. ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC

LAYOUT OF THE PROPOSED STRUCTURE LOCATION ARE GIVEN AT

THE OUTSIDE FACE OF THE STRUCTURE CORNERS. ALL CURB RADII

ARE GIVEN AT THE FACE OF CURB.

2. 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.

3. CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

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

UTILITIES.

4. 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 95% STANDARD PROCTOR MAXIMUM DRY DENSITY

FOLLOWING FULL REMOVAL OF THESE MATERIALS.

DEMOLITION PLAN

1"=10'

SITE AND UTILITY PLAN

1"=10'

CS101

JFGNSY

DEMOLITION & SITE PLAN

(BUILDING 1)

1 3

CONCRETE GENERATOR PAD

XXXX

EXISTING CONTOURS

KEY PLAN

UG/E UG/E

EXISTING UNDERGROUND

POWER LINE

PROPOSED UNDERGROUND

POWER LINE

PROPOSED ASPHALT

PAVEMENT PATCH

ASPHALT PAVING TO BE

REMOVED

CONCRETE TO BE REMOVED

PROJECT AREA

(BUILDING 1)

SITE PLAN NOTES:

DEMOLITION PLAN NOTES:

SCALE IN FEET

20'10'5'10' 1" = 10'

CONCRETE SIDEWALK/PAVING

W W

W W W W W W

UG/E

UG/EUG/EUG/EUG/E

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

UG/E

UG/

380377

3 384384

UG/E

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

10.33'

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

DLOD

LOD

LODLOD

LOD LOD

LOD

LODLODLODLODLODLODLOD

LOD

PROPOSED GENERATOR AND ENCLOSURE

(SEE ELECTRICAL PLANS FOR DETAILS)

PROPOSED LEVEL CONCRETE PAD FOR

GENERATOR. TOP OF PAD TO BE MINIMUM OF

6" ABOVE EXISTING GRADE

(SEE DETAIL ON SHEET C-501, TYP.)

PROPOSED UNDERGROUND POWER LINE

(SEE ELECTRICAL PLANS FOR DETAILS, TYP.)

W W

FWFW

G V

W W W W

FW FW

W W

FW FW FW FW FW FW

FUTURE FIRE WATER MAIN

FROM VA PROJECT

#558-18-151 (SHOWN FOR

REFERENCE ONLY, TYP.)

FUTURE DOMESTIC WATER

MAIN FROM VA PROJECT

#558-18-151 (SHOWN FOR

REFERENCE ONLY, TYP.)

PROPOSED PREFABRICATED METAL PLATFORM

AND STAIRS (TYP.)

PROPOSED ELECTRICAL HANDHOLE

(SEE ELECTRICAL PLANS FOR DETAILS, TYP.)

PROPOSED NEW FUEL LINE

(SEE ELECTRICAL PLANS FOR DETAILS, TYP.)

PROPOSED UNDERGROUND

POWER LINE TO FUEL PORT

(SEE ELECTRICAL PLANS FOR

DETAILS, TYP.)

PROPOSED FUEL PORT

(SEE ELECTRICAL PLANS FOR

DETAILS, TYP.)

ERWIN ROAD (AKA S.R. 1320) VARIABLE RIGHT OF WAY (PUBLICLY DEDICATED)

PRATT STREET

VARIABLE RIGHT OF WAY

(PUBLICLY DEDICATED)

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

N/F

UNITED STATES OF AMERICA

UNITED STATES ATTORNEY

DB-180 PG-185

ERWIN ROAD(AKA S.R. 1320)VARIABLE RIGHT OF WAY(PUBLICLY DEDICATED)

ERWIN ROAD (AKA S.R. 1320) VARIABLE RIGHT OF WAY (PUBLICLY DEDICATED)

W W

W W W W W W

UG/E

UG/EUG/EUG/EUG/E

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

UG/E

UG/

380377

3 384384

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

DLOD

LOD

LODLOD

LOD LOD

LOD

LODLODLODLODLODLODLOD

LOD

EXISTING UNDERGROUND POWER LINES

(TO REMAIN, TYP.)

EXISTING PROPERTY LINE

EXISTING WATERLINE

(TO REMAIN, TYP.)

W W

FWFW

G V

W W W W

FW FW

W W

FW FW FW FW FW FW

FUTURE FIRE WATER MAIN

FROM VA PROJECT

#558-18-151 (SHOWN FOR

REFERENCE ONLY, TYP.)FUTURE DOMESTIC WATER

MAIN FROM VA PROJECT

#558-18-151 (SHOWN FOR

REFERENCE ONLY, TYP.)

EXISTING CONCRETE PAVING

(TO BE SAWCUT AND REMOVED

FOR PROPOSED ELECTRICAL

CONDUIT)

EXISTING CONCRETE PAVING

(TO BE SAWCUT AND REMOVED FOR

PROPOSED ELECTRICAL CONDUIT)

EXISTING CONCRETE PAVING

(TO BE SAWCUT AND REMOVED

FOR PROPOSED ELECTRICAL

CONDUIT)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

Revisions: Date

CONSULTANTS: VA PROJECT NUMBER

Building Number

Drawing Number

B C

D E

21 4 5 6 7

LEGEND:

321 4 5 6 7

A B

C D

Dwg. of

Headquarters:

Apogee Consulting Group, P.A.

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

558-18-153

MAY 12, 2022

1, 23

INSTALLATION OF

EMERGENCY POWER SYSTEM

FOR HVAC EQUIPMENT

558-18-153

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM NC 27705

DURHAM, NC

18-304

FULLY SPRINKLERED

CONSTRUCTION DRAWINGS

North Carolina Authorization Number: P-2475

ENGINEERING OF PLLCNORTH CAROLINA,

Foresite Group Engineering of North Carolina, PLLC 2128 Moores Mill Rd., Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

SCALE IN FEET

2010510 1" = 10'

SITE PLAN

1"=10'

CS102

JFGNSY

DEMOLITION & SITE PLAN

(BUILDING 23)

2 3

KEY PLAN

DEMOLITION PLAN

1"=10'

PROJECT AREA

(BUILDING 23)

1. ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

2. ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT

ACCORDANCE WITH, AND CONFORM TO, THE PROJECT

SPECIFICATIONS.

3. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND 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 OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT.

4. 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 PROPERTY

OWNER'S SATISFACTION AT NO COST TO THE OWNER.

5. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT

OF THE ENGINEER.

6. 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.

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. CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN

COUNTY, CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED

WITHIN SITE.

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.

1. ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC

LAYOUT OF THE PROPOSED STRUCTURE LOCATION ARE GIVEN AT

THE OUTSIDE FACE OF THE STRUCTURE CORNERS. ALL CURB RADII

ARE GIVEN AT THE FACE OF CURB.

2. 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.

3. CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

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

UTILITIES.

4. 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 95% STANDARD PROCTOR MAXIMUM DRY DENSITY

FOLLOWING FULL REMOVAL OF THESE MATERIALS.

SITE PLAN NOTES:

DEMOLITION PLAN NOTES:

SCALE IN FEET

2010510 1" = 10'

CONCRETE GENERATOR PAD

XXXX

EXISTING CONTOURS

UG/E UG/E

EXISTING UNDERGROUND

POWER LINE

PROPOSED UNDERGROUND

POWER LINE

PROPOSED ASPHALT

PAVEMENT PATCH

ASPHALT PAVING TO BE

REMOVED

CONCRETE TO BE REMOVED

CONCRETE SIDEWALK/PAVING

#4 DOWELS @ 12"o.c. ALL

AROUND. DRILL AND

EPOXY W/ 3" EMBED.

NOTE: PAD SHALL EXTEND 4" MIN. PAST

FACE OF EQUIPMENT ALL AROUND

APPLY EPOXY BONDING

AGENT TO ROUGHENED

SURFACE

#4 @ 12"O.C., E.W.

GENERATOR PAD DETAIL

NOT TO SCALEC-501

4,000 PSI CONCRETE

CHAMFER

EXISTING CONCRETE

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

Revisions: Date

CONSULTANTS: VA PROJECT NUMBER

Building Number

Drawing Number

VA FORM 08-6231

B C

D E

21 4 5 6 7

LEGEND:

321 4 5 6 7

A B

C D

Dwg. of

Headquarters:

Apogee Consulting Group, P.A.

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

558-18-153

MAY 12, 2022

1, 23

INSTALLATION OF

EMERGENCY POWER SYSTEM

FOR HVAC EQUIPMENT

558-18-153

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM NC 27705

DURHAM, NC

18-304

FULLY SPRINKLERED

CONSTRUCTION DRAWINGS

North Carolina Authorization Number: P-2475

ENGINEERING OF PLLCNORTH CAROLINA,

Foresite Group Engineering of North Carolina, PLLC 2128 Moores Mill Rd., Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

C-501

JFGNSY

CIVIL DETAILS

3 3

NEW GENERATOR

750KW, 480Y/277V

3PH,4W,

SEPARATELY

DERIVED SYSTEM

EXISTING GENERATOR

450 kW

EXISTING BUILDING

MOUNTED JUNCTION BOX

EXISTING UNDERGROUND

RACEWAYS, VIF.

EXISTING RACEWAYS

ROUTED THROUGH 2ND FLOOR

INTERSTITIAL SPACE

EXTERIOR

EQUIPMENT YARD AND

PARKING AREA.

BLDG 18

(EX)MAIN SWGR

EXISTING PULL BOX

(VIF)

(2)4"C,(2) 1"C UP

TO ROOF LEVEL

(2)4"C ROUTED

EXTERIOR TO THE

BUILDING. SECURE TO

EXISTING EXTERIOR

AND PAINT TO MATCH

EXISTING.

BASE ELEVATION

(GRADE LEVEL -12.00)

(EX)2-4"C

3-1"C

1-1/2"C

EFLS-26,28

EXISTING GENERATOR

450 kW

EXISTING RACEWAYS

TO BE ABANDONED.

2-4"C

3-1"C

1-1/2"C

(NEW)

PROVIDE NEW IN-GRADE

PULL BOX AT LOCATION OF

EXISTING RACEWAYS.

EXTEND EXISTING SPARE

RACEWAYS TO NEW

GENERATOR LOCATION.

PROPOSED NEW

CANCER CENTER

FINISHED GRADE

30° MAX.

EXOTHERMIC WELD CONNECTION TREATED

WITH TWO (2) COATS COLD GALVANIZED PAINT

GROUND ROD SHALL NOT BE ANGLED MORE THAN

30° FROM VERTICAL. ANGLE AWAY FROM SHELTER

OR PAD WHERE POSSIBLE.

3/4" DIAMETER COPPER CLAD STEEL GROUND ROD

10' LONG.

TOP OF GROUND ROD, 30" MIN. OR 6" BELOW

FROSTLINE (WHICHEVER IS DEEPER)

CONDUIT(S) WITH BELL ENDS (TYP). SIZE,

QUANTITY AND WIRING AS INDICATED ON PLANS

CLEAN 3/4" CRUSHED ROCK

GRADE. FEATHER & TAMP BACKFILL TO CREATE FLUSH

INSTALLATION AND POSITIVE DRAINAGE AWAY FROM BOX

12"

H-20 LOADING

QUAZITE: 24X24 FRP B16242424A

WITH C1642402A COVER.

DUCTBANK NOTES:

CONCRETE SHALL BE 2000 P.S.I. @ 28 DAYS, OR AS SPECIFIED.

PROVIDE REINFORCING RODS ON TOP AND BOTTOM OF DUCTS WHEN

CROSSING OR PLACED IN PARKING AREAS OR ROADWAYS.

MINIMUM COVER TOP OF ENVELOPE SHALL BE 30" BELOW ROADS AND

OTHER PAVED SURFACES.

6-WAY DUCTBANK

TIE WIRE

PLASTIC

SPACER

DUCT (SIZE

AND QTY AS

INDICATED

ON DWGS)

3" 3"

PARTIAL SITE ELECTRICAL PLAN (BUILDING 1)

1/16" = 1'-0"

A. SEE SHEET E601 FOR CONDUCTOR AND

RACEWAYS SIZING.

B. ALL WORK IS TO BE SCHEDULED WITH COR.

WORK SCHEDULES WILL BE AT THE

DISCRETION OF THE HOSPITAL AND COR.

C. PROVIDE TEMPORARY CONNECTION FOR AN

ALTERNATE POWER SOURCE FOR THE

GENERATOR SET.

D. PROVIDE EMERGENCY STOP BUTTON FOR

GENERATOR, LOCATION COORDINATED WITH

COR.

INSTALLATION OF EMERGENCY

POWER SYSTEM FOR HVAC

EQUIPMENT

DURHAM, NC

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

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

NC License #: C-1848

U.S. Department of Veterans Affairs

558-18-153

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705

18-304

FULLY SPRINKLERED

CONSTRUCTION DRAWINGS

MAY 12, 2022

BOOTH

KEY PLAN:

AREA OF WORK

PARTIAL SITE ELECTRICAL PLAN

BUILDING (1)

E-101

CNJGG

ELECTRICAL LEGEND

DUAL-TECHNOLOGY, CEILING MOUNTED, LOW VOLTAGE

OCCUPANCY SENSOR

OCCUPANCY SENSOR SWITCHPACK, WIRE PER

MANUFACTURER'S RECOMMENDATIONS.

3 = THREE WAY

GFI = GROUND FAULT CIRCUIT INTERRUPTER

WIRING SYSTEM-BRANCH OR FEEDER CIRCUIT

120V QUAD RECEPTACLE, MOUNTED 18" AFF UNO

4 = FOUR WAY

JUNCTION BOX

SINGLE POLE SWITCH, MOUNTED 44" AFF UNO.

MODIFIERS FOR SWITCHES:

HOMERUN - 120V OR 277V

HOMERUN - 208V OR 480V

BRANCH OR FEEDER CIRCUIT HOMERUN TO

PANELBOARD, SWITCHBOARD, MOTOR CONTROL

CENTER, OR OTHER POWER DISTRIBUTION DEVICE (PDD).

SUBSCRIPT DENOTES PANELBOARD, SWITCHBOARD,

MOTOR CONTROL CENTER, OR PDD. AND OVERCURRENT

PROTECTION DEVICE NUMBER.

120V DUPLEX RECEPTACLE, MOUNTED 18" AFF UNO

MODIFIERS FOR RECEPTACLES:

TELCO OUTLET MOUNTED 18" AFF UNO

WP = WEATHERPROOF

DM = DIMMER SWITCH

FUSED DISCONNECT

UNFUSED DISCONNECT

PHOTOELECTRIC CELL

DATA/TELCO OUTLET MOUNTED 18" AFF UNO

120V SIMPLEX RECEPTACLE, MOUNTED 18" AFF UNO

220V DUPLEX RECEPTACLE, MOUNTED 18" AFF UNO

WIRING SYSTEM-SWITCHED BRANCH OR FEEDER CIRCUIT

OC = OCCUPANT SENSOR

A AMPERE

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPS INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BFF BELOW FINISHED FLOOR

BFG BELOW FINISHED GRADE

C CONDUIT

cd CANDELA

CKT CIRCUIT

CU COPPER

D DEEP

DACT DIGITAL ALARM COMMUNICATOR TERMINAL

DED DEDICATED CIRCUIT

EG EQUIPMENT GROUND

EMT ELECTRICAL METALLIC TUBING

EX EXISTING

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FAA FIRE ALARM REMOTE ANNUNCIATOR

FLA FULL LOAD AMPS

FMC FLEXIBLE METAL CONDUIT

GEC GROUNDING ELECTRODE CONDUCTOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GRS GALVANIZED RIGID STEEL

H HIGH

HP HORSEPOWER

IBC INTERNATIONAL BUILDING CODE

IG ISOLATED GROUND

KW KILOWATT

MBJ MAIN BONDING JUMPER

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCCB MOLDED-CASE CIRCUIT BREAKER

MCS MOLDED-CASE SWITCH

MDP MAIN DISTRIBUTION PANEL

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

N NEUTRAL

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

R RELOCATED

SPD SURGE PROTECTION DEVICE

TCL TOTAL CONNECTED LOAD

TDL TOTAL DEMAND LOAD

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

WP WEATHERPROOF

TXF TRANSFORMER

VIF VERIFY IN FIELD

3/PH THREE CONDUCTORS PER PHASE (TYP)

4/PH FOUR CONDUCTORS PER PHASE (TYP)

ABBREVIATIONS GENERAL NOTES

1. ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE INSTALLED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES, ALL APPLICABLE LOCAL AND STATE CODES,

AMERICANS WITH DISABILITIES ACT AND WITH THE LATEST EDITION OF THE NATIONAL

ELECTRICAL CODE.

2. PROVIDE ADDITIONAL SUPPORT FOR DEVICES, FIXTURES, EQUIPMENT AND FEEDERS

WHERE THE BUILDING CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING.

3. FIRESTOP, DRAFTSTOP, SMOKESTOP AND/OR PROTECT THE ANNULAR SPACE AROUND ALL

PENETRATIONS THROUGH WALLS, PARTITIONS, FLOORS, CEILING, AND ROOFS IN

ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTING

REQUIREMENT AND THE APPLICABLE BUILDING CODES. REFER TO THE ARCHITECTURAL

DRAWINGS AND THE OWNER'S EXISTING AS-BUILT/RECORD DRAWINGS, VERIFY

CONSTRUCTION RATINGS AND PROVIDE PENETRATION ASSEMBLIES SUITABLE FOR THE

PARTICULAR CONSTRUCTION.

4. VERIFY CEILING SYSTEMS AND PROVIDE MOUNTING ACCESSORIES, TRIMS AND ALL

REQUIRED MOUNTING HARDWARE TO SUIT THE PARTICULAR INSTALLATION.

5. PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES DURING

CONSTRUCTION.

6. BRANCH CIRCUIT CONDUCTORS SHALL BE 12 AWG MINIMUM.

7. COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION SO AS

TO AVOID CONFLICT DURING CONSTRUCTION.

8. ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES INDICATING EQUIPMENT

SERVED AND ROOM NUMBER (AS INDICATED ON FINAL BUILDING ROOM SIGNAGE) OF

EQUIPMENT LOCATION, OR SPARE, OR SPACE.

9. MANUFACTURER'S NAME AND MODEL NUMBER ARE GIVEN FOR DESCRIPTIVE PURPOSES TO

INDICATE A QUALITY STANDARD AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A

PARTICULAR MANUFACTURER. PRODUCTS DEEMED EQUAL AND APPROVED BY THE

DESIGNER WILL BE ACCEPTED.

10. ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL, BREAKER, AND/OR

PARTICULAR EQUIPMENT MANUFACTURER'S SPECIFICATIONS.

11. CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE TERMINATED

ON THE DEVICE'S SCREW TERMINALS.

12. MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, OUTLET, FIXTURE, OR

EQUIPMENT UNLESS NOTED OTHERWISE.

13. ALL WIRE TERMINATIONS SHALL BE RATED FOR 75 DEGREES C.

14. ALL CONDUCTORS SHALL HAVE THHN/THWN INSULATION, UNLESS OTHERWISE NOTED.

15. ALL CONDUIT SHALL BE GRS OR EMT UNLESS OTHERWISE NOTED.

16. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL

LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY.

SPECIAL RECEPTACLE, MOUNTED 18" AFF UNO

GROUND ROD DETAIL

N.T.S.

1. NEW DIESEL GENERATOR WITH 96-HOUR

SUB-BASE FUEL TANK, SOUND-ATTENUATED

ENCLOSURE AND ACCESS PLATFORMS WITH

STAIRS AND RAILINGS. PROVIDE NEW

CONCRETE PAD PER DETAIL ON CIVIL SHEET

C-501.

2 PROVIDE GENERATOR CONTROL POWER FROM

EXISTING PANEL EFLS AT EMERGENCY

SWITCHGEAR ROOM (480V 1PH, 2#8,#10G) TO

NEW GENERATOR ENCLOSURE (WITH INTEGRAL

DISTRIBUTION SYSTEM). UTILIZE EXISTING

RACEWAYS, PROVIDE NEW 40A-2P BREAKER AT

PANEL EFLS. COORDINATE WITH FIELD

CONDITIONS.

3. PROVIDE CONTROL AND MONITORING CABLES

BETWEEN THE EMERGENCY SWITCHGEAR ROOM

AND THE GENERATOR, COORDINATE WITH

EXISTING CONTROLS/CONTROL SYSTEM.

4. EM FEEDER (2) 4"C TO NEW ATS AT

ROOF/PENTHOUSE LEVEL FOR POWER TO

MCC-N, SEE E-601. PROVIDE CONTROL AND

MONITORING CABLING IN 1"C FROM ATS-EM

HVAC TO GENERATOR CONTROLS AT

EMERGENCY SWITCHGEAR ROOM.

5. PROVIDE CONNECTION CABINET WITH

CAM-LOCKS FOR GENERATOR LOAD BANK

TESTING OR FOR CONNECTING A TEMPORARY

GENERATOR DURING GENERATOR

MAINTENANCE. SEE SHEET E-601.

6. PROVIDE KEY INTERLOCK TRANSFER BLOCK IN

CONNECTION CABINET. COORDINATE EXACT

LOCATION WITH COR. SEE SEQUENCE OF

OPERATION DETAIL ON E-601.

IN GRADE ELECTRICAL JUNCTION BOX/HANDHOLE

0 8' 16' 32'

PULL BOX DETAIL

N.T.S.

DUCTBANK DETAIL

SCALE: N.T.S.

SGCP-1

ACCH-2

(PGCP-2)

SGCP-2

PGCP-2

PGCP-1

(EX) MCCN

(EX) AHU

(EX) FEEDER TO MCCN (VIF)

(EX)

GENERATOR FEEDER

AND CONTROLS

TO ATS EM-HVAC

SECURE TO INSIDE SURFACE

OF PARAPET WALL AT ROOF

LEVEL

(2)4"C, (2) 1"C UP

FROM GRADE LEVEL

ELEVATION

(PENTHOUSE LEVEL)

123.00

ATS EM-HVAC

CONDUIT CLAMP.

SIZE AS

REQUIRED

THREADED ANCHOR

ROD, ZINC-PLATED

CARBON STEEL

CHANNEL STEEL SUPPORT,

ZINC PLATED CARBON STEEL

CONDUIT, QUANTITY AS

INDICATED ON PLANS

LOCKING AND SQUARE

WASHER AND LOCKNUT

NOTES:

1. INSTALL THREADED ANCHOR ROD IN MASONRY WALL WITH INJECTABLE

ADHESIVE ANCHOR, SUCH AS HILTI HIT INJECTABLE ADHESIVE MORTARS.

2. PAINT ASSEMBLY AFTER INSTALLATION TO MATCH BRICK COLOR

PARTIAL ROOF PLAN ELECTRICAL (BUILDING 1)

1/8" = 1'-0"

INSTALLATION OF EMERGENCY

POWER SYSTEM FOR HVAC

EQUIPMENT

DURHAM, NC

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

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

NC License #: C-1848

U.S. Department of Veterans Affairs

558-18-153

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705

18-304

FULLY SPRINKLERED

CONSTRUCTION DRAWINGS

MAY 12, 2022

BOOTH

KEY PLAN:

AREA OF WORK

PARTIAL ROOF PLAN

ELECTRICAL BUILDING (1)

E-102

CNJGG

0 8' 16' 32'

1. (2) 4"C TO NEW ATS AT ROOF/PENTHOUSE LEVEL

FOR POWER TO MCC-N. PROVIDE CONTROL AND

MONITORING CABLING IN 1"C FROM ATS-EM

HVAC TO GENERATOR CONTROLS AT

EMERGENCY SWITCHGEAR ROOM. SEE E-601.

2. NEW ATS-EM HVAC AT PENTHOUSE. VERIFY

DIMENSIONS WITH SHOP DRAWINGS AND FIELD

CONDITIONS. SEE ATS DETAIL AND SINGLE-LINE

DIAGRAM ON SHEET E-601.

3. EXISTING FEEDER TO MCC-N IS TO BE

REROUTED INTO ATS-EM HVAC, COORDINATE

SHUTDOWN OF MCC-N WITH COR . SEE SHEET

E-601.

CONDUIT SUPPORT DETAIL

No Scale

W W

W W W W W W W W W W W W

W W W W W W W

W W

UG/E

UG/

UG/E

UG/E UG/E

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

UG/E

UG/E UG/E

UG/

UG/E

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

UG/E

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

UG/E

UG/

UG/E

UG/E UG/E

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

UG/E

UG/E UG/E

UG/

UG/E

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

UG/E

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

UG/E

UG/

UG/E

UG/E UG/E

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

UG/E

UG/E UG/E

UG/

UG/E

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

UG/E

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

UG/E

W P

I V

P I V

W W W W W W W W

W W

FW FW

FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW

FW FW FW

FW FW FW FW FW

W W

G V

W W

G V

W W

W W W W W W W W W W W W W W W W W W W W W

T25

XFMR

"S-B23"

S&C SW

SWITCHGEAR

LOADING DOCK

BUILDING 5

BUILDING 23

EQAC-14

BUILDING 6

BUILDING 20

CONDUIT(S) WITH BELL ENDS (TYP). SIZE,

QUANTITY AND WIRING AS INDICATED ON PLANS

CLEAN 3/4" CRUSHED ROCK

GRADE. FEATHER & TAMP BACKFILL TO CREATE FLUSH

INSTALLATION AND POSITIVE DRAINAGE AWAY FROM BOX

12"

H-20 LOADING

QUAZITE: 24X24 FRP B16242424A

WITH C1642402A COVER.

FINISHED GRADE

30° MAX.

EXOTHERMIC WELD CONNECTION TREATED

WITH TWO (2) COATS COLD GALVANIZED PAINT

GROUND ROD SHALL NOT BE ANGLED MORE THAN

30° FROM VERTICAL. ANGLE AWAY FROM SHELTER

OR PAD WHERE POSSIBLE.

3/4" DIAMETER COPPER CLAD STEEL GROUND ROD

10' LONG.

TOP OF GROUND ROD, 30" MIN. OR 6" BELOW

FROSTLINE (WHICHEVER IS DEEPER)

DUCTBANK NOTES:

CONCRETE SHALL BE 4000 P.S.I. @ 28 DAYS, OR AS SPECIFIED.

PROVIDE REINFORCING RODS ON TOP AND BOTTOM OF DUCTS WHEN

CROSSING OR PLACED IN PARKING AREAS OR ROADWAYS.

MINIMUM COVER TOP OF ENVELOPE SHALL BE 30" BELOW ROADS AND

OTHER PAVED SURFACES.

6-WAY DUCTBANK

TIE WIRE

PLASTIC

SPACER

DUCT (SIZE

AND QTY AS

INDICATED

ON DWGS)

3" 3"

PARTIAL SITE ELECTRICAL PLAN (BUILDING 23)

1/16" = 1'-0"

INSTALLATION OF EMERGENCY

POWER SYSTEM FOR HVAC

EQUIPMENT

DURHAM, NC

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

SHEET NOTES:

SHEET KEY NOTES:

321 4 5 6 7

A B

C D

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

NC License #: C-1848

U.S. Department of Veterans Affairs

558-18-153

DURHAM VA MEDICAL CENTER

508 FULTON STREET

DURHAM, NC 27705

18-304

FULLY SPRINKLERED

CONSTRUCTION DRAWINGS

JUNE 23, 2022

BOOTH

KEY PLAN:

AREA OF WORK

PARTIAL SITE ELECTRICAL PLAN

BUILDING (23)

1. NEW DIESEL GENERATOR WITH 96-HOUR SUB-BASE

FUEL TANK, SOUND-ATTENUATED ENCLOSURE AND

ACCESS PLATFORMS WITH STAIRS AND RAILINGS.

PROVIDE NEW CONCRETE PAD PER DETAIL ON CIVIL

SHEET C-501. GENERATOR TO BE ORIENTATED FOR

EXHAUST TO FACE THIS SIDE. EXHAUST TO BE NO

LESS THAN 19' 6" ABOVE GENERATOR CONCRETE PAD.

2. NEW RACEWAYS AND FEEDER TO ATS-E1. SEE SHEET

E-601. COORDINATE ROUTING WITH EXISTING

UTILITIES. PROVIDE FLUSH (AT GRADE) PULL BOXES

AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR ALL

EXCAVATION AND REMOVAL OF WALKWAYS AS

REQUIRED. CONTRACTOR SHALL REPLACE IN KIND TO

ORIGINAL CONDITION.

3. EXISTING BUILDING 23 MAIN ELECTRICAL ROOM. SEE

SHEET E-104.

4. NEW PULL BOXES FLUSH AT GRADE. MINIMUM

24X24X12 WITH COVER.

5. PROVIDE CONNECTION FOR REMOTE ANNUNCIATOR.

COORDINATE LOCATION WITH COR.

6. CONNECTION CABINET. PROVIDE CONNECTION

CABINET WITH CAM-LOCKS FOR GENERATOR LOAD

BANK TESTING OR FOR CONNECTING A TEMPORARY

GENERATOR DURING GENERATOR MAINTENANCE.

SEE SHEET E-601.

7. PROVIDE NEW AXI 1FP 1300 SERIES FUEL PORT OR

APPROVED EQUIVALENT.

8. PROVIDE POWER TO NEW FUEL PORT. CIRCUIT TO BE

RUN UNDERGROUND IN 3/4" CONDUIT TO BUILDING 23

MAIN ELECTRICAL ROOM. COORDINATE ROUTING

WITH EXISTING UTILITIES. CONTRACTOR IS

RESPONSIBLE FOR ALL EXCAVATION AND REMOVAL

OF WALKWAYS AS REQUIRED. CONTRACTOR SHALL

REPLACE IN KIND TO ORIGINAL CONDITION.

9. PROVIDE NEW DIRECT-BURIED 3" FUEL OIL PIPING

FROM NEW DIESEL GENERATOR TO NEW FUEL PORT.

BURY PIPING AT A NOMINAL 3' DEPTH BELOW GRADE

(+/-). FUEL OIL PIPING SHALL BE SCHEDULE 40 BLACK

STEEL ASTM A53, GRADE A OR B SEAMLESS. PROVIDE

PIPE RUNS IN A COMMON LEAK-TIGHT STEAL

CONTAINMENT PIPE WITH FIBERGLASS JACKET

SYSTEM FOR 3" FUEL OIL SUPPLY COMPLETE WITH

LEAKAGE TRACE CABLING IN PIPE LINE. LEAK

DETECTION SHALL BE INTEGRATED WITH THE

EXISTING BUILDING AUTOMATION SYSTEM TO ALERT

VA STAFF IN THE ENGINEERING CONTROL CENTER

(ECC) IN BUILDING 6. COORDINATE WITH COR.

COORDINATE ROUTING WITH EXISTING UTILITIES,

USING MANUAL TRENCHING METHODS WITHIN 6 FEET

OF CROSSINGS. CONTRACTOR IS RESPONSIBLE FOR

ALL EXCAVATION AND REMOVAL OF WALKWAYS AS

REQUIRED. CONTRACTOR SHALL REPLACE IN KIND TO

ORIGINAL CONDITION.

PULL BOX DETAIL

N.T.S.

E-103