36C26119B0030-003.pdf

G-001

GENERAL INFORMATION

VA SIERRA NEVADA HEALTH CARE SYSTEM, RENO

REPLACE TRANSFORMER CLC

ARCHITECTURE ENGINEERING CONSTRUCTION

PROJECT NUMBER: 654-18-813

GENERAL NOTES

VA PROJECT TEAM

CONTRACTING OFFICER:

MEGAN BARR - CONTRACTING OFFICER

SIERRA PACIFIC NETWORK

NETWORK CONTRACTING OFFICE 21

3801 MIRANDA AVE. BLDG. T-50

PALO ALTO, CA 94304

DEPARTMENT OF VETERANS AFFAIRS

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVENUE

RENO, NV 89502

ABBREVIATIONS

EX EXISTING

(N) NEW

N.I.C. NOT IN CONTRACT

E.T.S. EXPOSED TO STRUCTURE

N.T.S. NOT TO SCALE

NTS NOT TO SCALE

SIM. SIMILAR

BLDG.A. BUILDING

PH. PHONE

INC. INCORPORATED

S. SOUTH

DL DEAD LEG

GPM GALLONS PER MINUTE

O.C. ON CENTER

FDC FIRE DEPARTMENT CONNECTION

DR. DRIVE

ST. STREET

CMU CONCRETE MASONRY UNIT

EQ. EQUAL

STL. STAINLESS

NR. NOT RATED

A.F.F. ABOVE FINISHED FLOOR

EJ EXPANSION JOINT

CJ CONTROL JOINT

Q.R.S QUICK RELEASE SPRINKLER

°F DEGREES FAHRENHEIT

ICRA INFECTION CONTROL RISK ASSESSMENT

PHASING

SEE PHASING PLAN ON SHEET C-102 FOR PHASING INFORMATION.

SITE PLAN

SIGNATURE BLOCK

MEDICAL CENTER DIRECTOR DATE

ASSOCIATE MEDICAL CENTER DIRECTOR DATE

CHIEF OF STAFF DATE

CHIEF, ENGINEERING SERVICES DATE

SAFETY OFFICER DATE

INDUSTRIAL HYGIENIST DATE

INFECTION CONTROL OFFICER DATE

PRESIDENT AFGE 2250 DATE

ASSOCIATE DIRECTOR PATIENT CARE SERVICES DATE

E-601 ELECTRICAL SINGLE-LINE DIAGRAM

1. CONTRACTOR SHALL VISIT ALL AREAS OF WORK, INCLUDING WALKING THE SITE, MEASURING EXISTING

DIMENSIONS AND OBSERVING EXISTING CONDITIONS BEFORE, ORDERING MATERIALS, OR STARTING ANY

CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS OF EXISTING SITE CONDITION PRIOR TO

START OF WORK AND ORDERING OF MATERIALS.

2. CONTRACTOR SHALL RECYCLE REMOVED MATERIALS WHENEVER POSSIBLE.

SEE SPECIFICATION SECTION 01 74 19.

3. CONTRACTOR TO 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.)

ENERGY ENGINEER DATE

ELECTRICAL

E-001

ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS

INDEX OF DRAWINGS

DRAWING TITLEDWG NO.

GENERAL INFORMATION OF

SHEET OF #

G-001

GENERAL

1 1

CIVIL

C-101 EXISTING CONDITIONS AND SITE DEMOLITION PLAN

EP101 PROPOSED TRANSFORMER REPLACEMENT SITE PLAN

OF1 3

C-102 SITE PLANS OF2 3

C-103 SITE DETAILS OF3 3

OF1 3

OF2 3

OF3 3

AREA OF WORK

EAST TAYLOR STREET

L O

C U

S T

T R

E E

T

BURNS STREET

K I R

M A

N

A

V E

N U

E

BELLI DRIVE

NORTH

1 1

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

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

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# 04/05/2019

REPLACE TRANSFORMER

CLC

654-18-813

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE., RENO, NV 89502

PROJECT DIRECTOR

18-284

BID DOCUMENTS

SES MJJ

DocuSign Envelope ID: 9573FDC9-2BF2-4E3F-8795-416EB88FAF9F

4/4/2019

C-101

EXISTING CONDITIONS AND SITE

DEMOLITION PLAN

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

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# 04/05/2019

REPLACE TRANSFORMER

CLC

654-18-813

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE., RENO, NV 89502

PROJECT DIRECTOR

18-284

BID DOCUMENTS

MJJ SES

DEMOLITION LEGEND

REMOVE CONCRETE

REMOVE FENCE

LIMITS OF DISTURBANCE

REMOVE TREE

DEMOLITION NOTES:

1. REFER TO SHEET G-001 FOR GENERAL NOTES.

2. REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST

COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE.

3. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF

DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE

PROTECTED FROM DAMAGE AND RAISED TO BE FLUSH

WITH NEW GRADE.

4. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR

RELOCATED SHALL BE COORDINATED WITH THE

APPROPRIATE UTILITY PROVIDER. CONTRACTOR IS

RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY

DEMOLITION WITH THE RESPECTIVE UTILITY AGENCIES.

5. VERIFY ALL UTILITIES PRIOR TO BEGINNING DEMOLITION

OPERATIONS.

6. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL.

COMPACTION OF THESE SOILS SHALL BE PERFORMED IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

7. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE

REMOVED COMPLETELY, INCLUDING ALL SUBGRADE

MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE

REMOVED.

8. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE

DISPOSED OF LEGALLY OFF-SITE UNLESS OTHERWISE

NOTED ON THIS PLAN.

9. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL

APPLICABLE STATE AND LOCAL JURISDICTIONAL CODES OR

REQUIREMENTS.

10. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE-USED

SHALL BE REMOVED BY THE CONTRACTOR AND PROVIDED

TO THE OWNER. COORDINATE STORAGE LOCATION WITH

OWNER'S REPRESENTATIVE.

11. REPAIR ALL DAMAGES TO THE EXISTING DRIVEWAY,

PARKING LOT, SIDEWALK AND CURB AND GUTTER AS A

RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC.

CONTRACTOR SHALL MAINTAIN A PRE-CONSTRUCTION

VIDEO OR PHOTO DOCUMENTATION TO SHOW NO DAMAGES

OCCURRED.

12. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT

THAT ARE NOT SCHEDULED TO BE DEMOLISHED AND ARE

DAMAGED BY THE CONTRACTOR AS A RESULT OF THE

DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE OWNER.

13. WHERE UTILITIES ARE SHOWN TO BE "REMOVED",

CONTRACTOR SHALL INCLUDE NECESSARY PLUG OR

VALVES TO ENSURE UTILITY LINES TO REMAIN WILL

CONTINUE TO BE IN SERVICE. COORDINATE NECESSARY

SHUT DOWN AND REMOVAL WITH THE LOCAL JURISDICTION

OR UTILITY OWNER.

14. PROVIDE PEDESTRIAN INGRESS / EGRESS TO ALL EXISTING

BUILDINGS, PARKING LOTS, AND PATHS OF PEDESTRIAN

TRAVEL THROUGHOUT THE CONSTRUCTION PERIOD

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

ELECTRIC MANHOLE

UNDERGROUND TELEPHONE LINE

UNDERGROUND GAS LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNIDENTIFIED LINE

DIP

PVC

HDPE

RCP

CMP

MH

T

G

E

W

SS

U

DUCTILE IRON PIPE

POLYVINYL CHLORIDE PIPE

HIGH-DENSITY POLYETHYLENE PIPE

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

MANHOLE

UNKNOWN DESTINATION

EXISTING

CHAIN LINK FENCE

CONCRETE SURFACE

SURVEY LEGEND:

EXISTING BUILDING

COLUMN (TYP.)

EXISTING TREE

STUMP

SD

TELECOMMUNICATION MANHOLE

UNFINISHED DIRT

SURFACE

EXISTING SANITARY CLEAN

OUT TO REMAIN.

VERIFY LOCATION IN THE FIELD.

EXISTING DRAINAGE

VALVE

REMOVE EXISTING

ACCESS RESTRICTION

FENCE AND GATE.

EXISTING FENCE AND FENCE POST

TO REMAIN

REMOVE AND RETAIN EXISTING

GATE FOR REINSTALLATION

SAW CUT EXISTING CONCRETE

AT NEAREST SCORE JOINT

SAW CUT EXISTING CONCRETE TO ALIGN

WITH EXISTING EDGE OF CONCRETE

EXISTING TRANSFORMER

AND PAD TO REMAIN

(E) GENERATOR #5

(E) GENERATOR

(E)

SS MH

0.00'

(E)

E MH

(E)

T MH

E

E

M

H

(E)

SD MH

(E) TRANSFORMER

T7

(E) BLDG. 1

(E) 5000 GAL. DIESEL

FUEL STORAGE TANK

(E) COURTYARD

(E) BUILDING 10

ELECTRIC ROOM

(E) BUILDING 10

(E)

TRANSFORMER

T14

(E) TREE

UNFINISHED DIRT

SURFACE

ADJUST RIM ELEVATION TO MATCH

PROPOSED CONCRETE PAVING

REMOVE AND RETAIN EXISTING DRAINAGE

VALVE FOR INSTALLATION

IN NEW SPILL CONTAINMENT CURB

(SEE 1 / C-102 FOR LOCATION)

(E) GENERATOR #5

(E) GENERATOR #9

(E) GENERATOR

PAD

(E)

SS MH

0.00'

(E)

E MH

(E)

T MH

E

E

M

H

(E)

SD MH

(E) TRANSFORMER

T7

(E) BLDG. 1

NORTH

(E) CONCRETE PAVING

MAIN COURTYARD

(E) 5000 GAL. DIESEL

FUEL STORAGE TANK

E

E

M E

R G

E N

C Y

G

E N

E R

A T

O R

R

O O

M

(E) COURTYARD

(E) BUILDING 10

ELECTRIC ROOM

(E) BUILDING 10

(E)

TRANSFORMER

T14

(E) TREE

REMOVE EXISTING TREE STUMP

AND ROOT BALL TO A DEPTH OF

2 FEET

AFTER NEW TRANSFORMER IS

OPERATIONAL, DE-ENERGIZE

TRANSFORMER AND REMOVE

TRANSFORMER, CONCRETE PAD, AND

PRIMARY CONDUCTOR AND CONDUIT

(E) GENERATOR #5

(E) GENERATOR

(E)

SS MH

0.00'

(E)

E MH

(E)

T MH

E

E

M

H

(E)

SD MH

(E) TRANSFORMER

T7

(E) BLDG. 1

(E) 5000 GAL. DIESEL

FUEL STORAGE TANK

(E) COURTYARD

(E) BUILDING 10

ELECTRIC ROOM

(E) BUILDING 10

(E)

TRANSFORMER

T14

(E) TREE

PHASE 1 PROPOSED SITE IMPROVEMENTS

(SEE SHEET 1/C-102)

DocuSign Envelope ID: 2CDC020E-F149-41CA-8EB5-658FC3A58A1F

4/5/2019

C-102

SITE PLANS

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

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# 04/05/2019

REPLACE TRANSFORMER

CLC

654-18-813

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE., RENO, NV 89502

PROJECT DIRECTOR

18-284

BID DOCUMENTS

MJJ SES

NORTH

NORTH

SITE LEGEND

PROPOSED CONCRETE PAVING

PROPOSED FENCE

LIMITS OF DISTURBANCE

SITE NOTES:

1. INSTALL AND MAINTAIN THE CONSTRUCTION LAYDOWN AREA,

PERIMETER FENCE, AND ASSOCIATED GATES. REMOVE THE

CONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND

ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.

2. REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINT

LOCATIONS, AND INLAY SPECIFICATIONS NEAR BUILDINGS AND

IN COURTYARDS. PROVIDE JOINTS IN WALKWAYS AND

HARDSCAPE PER DETAILS OR AS INDICATED ON

LANDSCAPE/HARDSCAPE PLAN SHEETS.

3. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF

BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB UNLESS

OTHERWISE NOTED.

4. VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY

DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO

ANY CONSTRUCTION.

5. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE

FROM DRAWINGS.

6. ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED

WITHIN THE PAVING PATTERN AND SHALL BE COORDINATED

WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

REFER TO LAYOUT DRAWINGS.

7. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

8. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN

9. REFER AND COORDINATE WITH MEP DRAWINGS AT ALL TIMES

PRIOR TO AND DURING CONSTRUCTION.

10. WHERE NEW CONCRETE PAVING ADJOINS EXISTING

CONCRETE PAVING, PROVIDE EXPANSION JOINT BY DRILLING

INTO THE FACE OF THE EXISTING WALK FOR PLACEMENT OF

DOWELS.

11. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT

BE GREATER THAN 1:20 AND CROSS SLOPES CANNOT BE

GREATER THAN 1:48.

(E) TRANSFORMER

T7

(E) TREE

7.50'

0.50'

NEW TRANSFORMER AND

PRECAST TRANSFORMER PAD,

SEE ELECTRICAL SHEETS

FOR DETAILS

4" HEIGHT CONCRETE CURB

7.25'

CONTRACTOR TO VERIFY THAT THE

LOCATION OF THE PROPOSED CURB

DOES NOT OVERLAP THE EXISTING

TELECOM VAULT.

EXISTING TRANSFORMER SHALL

REMAIN ENERGIZED UNTIL NEW

TRANSFORMER HAS BEEN INSTALLED.

EXISTING TELECOMMUNICATION LINE.

VERIFY LOCATION IN FIELD PRIOR TO CONSTRUCTION.

2% SLOPE

M

I N

ALIGN OUTSIDE EDGE OF CURB WITH

THE CENTER OF THE ELECTRICAL MANHOLE

PROTECT EXISTING SANITARY SEWER

CLEAN OUT IN PLACE.

3.50'

3.50'

E Q

E Q

L O

P E

EMBED SALVAGED DRAINAGE VALVE IN

CONCRETE CURB AT LOW POINT

OF CONCRETE SLAB (SEE DETAIL 6 / C-103)

X

X

X

X

X

X

X

X

X

DOWELLED

EXPANSION JOINT

(SEE DETAIL 4/C-103)

4" HEIGHT

CONCRETE

CUR0B

(SEE DETAIL

5 / C-103)

MATCH EXISTING GRADE

MATCH EXISTING GRADE

MATCH EXISTING GRADE

MATCH EXISTING GRADE

FENCE AND GATE SHALL ALIGN

WITH EXISTING FENCE POST AND FENCE

EXISTING FENCE GATE,

TO BE REINSTALLED

EXISTING FENCE AND POST

2% SLOPE

2% SLOPE

12.54'

24.68'

CONCRETE PAD TO MATCH

EXISTING CONCRETE PAVING

EXISTING CONCRETE

PAVING TO REMAIN

1.00'

4.01'

4.01'

3.01'

3.50'

4.00'

4.65'

ALIGN JOINT WITH

CENTER OF MANHOLE

ALIGN JOINT WITH EXISTING

CONCRETE SIDEWALK CORNER

ALIGN JOINT WITH

CENTER OF GATE POST

ALIGN JOINTS WITH

CORNER OF CURB

ALIGN JOINTS WITH

CORNER OF CURB

ALIGN JOINTS WITH

CENTER OF MANHOLE

ADJUST TELECOMMUNICATION MANHOLE

RIM ELEVATION TO BE FLUSH WITH PROPOSED CONCRETE

C-103

SITE DETAILS

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

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# 04/05/2019

REPLACE TRANSFORMER

CLC

654-18-813

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE., RENO, NV 89502

PROJECT DIRECTOR

18-284

BID DOCUMENTS

MJJ SES

SECTION

= 1'-0"

CONCRETE PAVING

SECTION

= 1'-0"3"

CONCRETE PAVING JOINTS

SECTION

= 1'-0"

DOWELLED EXPANSION JOINT

SECTION

= 1'-0"3"

PHASE 1 TO PHASE 2 CONCRETE JOINT

SECTION

= 1'-0"3"

CONCRETE CURB

SECTION

= 1'-0"3"

DRAINAGE VALVE

DOWELED EXPANSION

JOINT (SEE DETAIL 1 / C904)

THICKENED CONCRETE

EDGE

9.00'9.00'

CABC

COMPACTED SUBGRADE

CONCRETE PAVING

(SEE DETAIL #/C-103)

CABC (TYP.)

COMPACTED SUBGRADE

1/2" EXPANSION JOINT (TYP.)

#4 X 12" SS GREASED DOWEL @ 18" O.C.

PLASTIC SLEEVE AT ONE END. (TYP.),

CENTER VERTICALLY.

CONCRETE PAVING

CABC BASE

COMPACTED SUBGRADE

4,000 PSI AIR-ENTRAINED CONCRETE SLAB

LIGHT BROOM FINISH

PAVING JOINTS (TYP.)

(SEE DETAIL 4 / C103)

PREMOLDED ASPHALT IMPREGNATED

FIBER, FULL DEPTH. (RECESSED

1/2" W @ 4" AND 8" CONCRETE

END REBAR 1" FROM EDGE

1"

EXPANSION JOINT

CABC BASE

" WIDE SAW CUT CONTROL JOINT

JOINT DEPTH EQUAL TO

OF THE

DEPTH OF CONCRETE

NOTE:

1) PROVIDE AN EXPANSION JOINT EVERY 60' (MIN.).

2) REFER TO PLAN FOR LAYOUT AND SPACING OF JOINTS.

3) EXPANSION JOINTS SHALL OCCUR AT ALL AREAS WHERE PAVEMENT MEETS WALLS / VERTICAL SURFACE

AND AT ALL COLD JOINTS.

CONCRETE PAVING (TYPE AND FINISH

VARIES, SEE SITE PLANS)

COMPACTED

SUBGRADE

DEPTH

VARIES

(SEE

MATERIALS

PLANS)

CONCRETE CURB

CONCRETE PAVING

(SEE DETAIL 1 / C-103

6"

R

T

Y

P

EXPANSION JOINT

(SEE DETAIL 2 / C-103

SPILL CONTAINMENT

AREA

CONCRETE CURB

CONCRETE PAVING

(SEE DETAIL 1 / C-103

SPILL CONTAINMENT

AREA

SALVAGED DRAINAGE VALVE

FROM EXISTING SPILL CONTAINMENT

CURB

1 4

1 4

E-001

ELECTRICAL LEGEND, NOTES,

& ABBREVIATIONS

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

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# 04/05/2019

REPLACE TRANSFORMER

CLC

654-18-813

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE., RENO, NV 89502

PROJECT DIRECTOR

18-284

BID DOCUMENTS

CAS MJJ

Δ DELTA

1PH SINGLE-PHASE

1P SINGLE POLE

2/C TWO-CONDUCTOR

3/C THREE-CONDUCTOR

3PH THREE-PHASE

4/C FOUR-CONDUCTOR

4W FOUR-WIRE

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED CABLE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADJ ADJACENT, ADJOINING

ADO AUTOMATIC DOOR OPENER

AF AMPERE FRAME OR AMP FUSE

AFC ABOVE FINISHED COUNTER, AUTOMATIC FREQUENCY

CONTROL, OR AVAILABLE FAULT CURRENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

ALT ALTERNATE

AMB AMBIENT

AMP OR A AMPERE

ASC AMPS SHORT CIRCUIT

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BATT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISH FLOOR

BFG BELOW FINISH GRADE

BLDG BUILDING

BPIP BOILER PLANT INSTRUMENTATION PANEL

BRKR BREAKER

BYP BYPASS

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CATV COMMUNITY ANTENNA TELEVISION

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CKT CIRCUIT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COAX COAX CABLE

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CUR CURRENT

D DEEP / DEPTH

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISC DISCONNECT

DISTR DISTRIBUTION

DN DOWN

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

DRSW DOOR SWITCH

DS DISCONNECT SWITCH

DWG DRAWING

EC EMPTY CONDUIT

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ESMT EASEMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EX, EXIST EXISTING

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FLA FULL LOAD AMPS

FMC FLEXIBLE METALLIC CONDUIT

FP FIRE PROTECTION

FT FEET OR FOOT

FS FUSED SWITCH

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

G OR GND GROUND

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GRS GALVANIZED RIGID STEEL

GTB GROUND TERMINAL BOX

H HIGH / HEIGHT

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

J-BOX JUNCTION BOX

kV KILOVOLT kVA KILOVOLT AMPERE kVAH KILOVOLT AMPERE PER HOUR kW KILOWATT kWH KILOWATT HOUR kWHM KILOWATT HOUR METER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LRA LOCKED ROTOR AMPS

LTCP LOCAL TEMPERATURE CONTROL PANEL

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MAX MAXIMUM

MC METAL-CLAD

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MG MOTOR GENERATOR

MH MANHOLE

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

MLO MAIN LUGS ONLY

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

MVA MEGAVOLT-AMPERE

MW MEGAWATT OR MICROWAVE

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NEUT OR N NEUTRAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR PUSHBUTTON

PCB POLYCHLORINATED BIPHENYL

PC PHOTOELECTRIC CELL

PF POWER FACTOR

PH PHASE

PNL PANEL

POD POWER OPERATED DAMPER

POS POSITION

PRI, PRIM PRIMARY

PVC POLYVINYL CHLORIDE (PLASTIC)

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

REQD REQUIRED

SCC SHORT CIRCUIT CAPACITY

SEC SECONDARY

SES SERVICE ENTRANCE SECTION

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VA VOLT AMPERE

VAR VOLT AMPERE REACTIVE

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

W WATT OR WIDTH IN DIMENSION STRING

WH WATER HEATER

WP WEATHERPROOF

WQMP WATER QUALITY MONITORING PANEL

XFER TRANSFER

XFMR TRANSFORMER

1. ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL

BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,

THE MANUFACTURER'S RECOMMENDED PROCEDURES, ALL APPLICABLE

LOCAL AND STATE CODES, AMERICANS WITH DISABILITIES ACT, THE

LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND THE VA

STANDARDS.

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, CEILINGS AND ROOFS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTINGS

REQUIREMENT AND THE APPLICABLE BUILDING CODES.

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 COPPER 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.

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. ALL PRODUCTS MUST COMPLY WITH "BUY AMERICAN ACT".

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

BREAKER 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 RGS OR EMT UNLESS OTHERWISE NOTED. FMC

CONDUIT MAY BE USED ON VIBRATING EQUIPMENT.

16. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT

SHALL BE LABEL LISTED BY AN APPROVED THIRD PARTY TESTING

AGENCY.

17. DIMENSIONS, QUANTITIES AND LOCATIONS OF EXISTING CONDUIT AND

EQUIPMENT AS SHOWN ON THESE DRAWINGS ARE BASED ON RECORD

DRAWINGS AND CASUAL OBSERVATION AND ARE NOT NECESSARILY

COMPLETELY ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING ANY AND ALL EXISTING EQUIPMENT AND CONDITIONS THAT

MIGHT AFFECT THE WORK.

18. EQUIPMENT AND SUPPORTS/ANCHORING SUBMITTED SHALL BE

CERTIFIED TO MEET OR EXCEED SEISMIC FORCES (SPECTRAL RESPONSE

ACCELERATION) FOUND AT THE PROJECT LOCATION AS DEFINED BY THE

VA SEISMIC DESIGN REQUIREMENTS H 18-8. FOR THE RENO FACILITY:

Ss = 1.833g

S1 = 0.618g

J

J

S

VFD

ELECTRICAL LEGEND

E

JUNCTION BOX, PURPOSE AS NOTED

JUNCTION BOX IN WALL, PURPOSE AS NOTED:

18" AFF STANDARD UNO

DISCONNECT SWITCH NON-FUSED

DISCONNECT SWITCH FUSED

SWITCH: 44" AFF STANDARD UNO

SWITCH MODIFIERS:

M - MOTOR RATED

3 - THREE-WAY

LV - LOW -VOLTAGE (0-10V) DIMMER

PANELBOARD

VARIABLE FREQUENCY DRIVE, PROVIDED BY MECHANICAL

CONTRACTOR

EQUIPMENT ELECTRICAL CONNECTION

HOMERUN - 120V OR 277V

HOMERUN - 208V OR 480V

120V DUPLEX RECEPTACLE: 18" AFF STANDARD, UNO

RECEPTACLE MODIFIERS:

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

WP - WEATHERPROOF

DED - DEDICATED

TELEPHONE OUTLET

K

KIRK-KEY MANUAL INTERLOCK

CABLE TRAY

CONNECTION POINT FOR NEW TO EXISTING

CONDUIT, CABLE TRAY, JUNCTION BOXES ETC.

POINT OF DEMOLITION FOR EXISTING

CONDUIT, CABLE TRAY, JUNCTION BOXES ETC.

UNDERGROUND ELECTRICALUGE

PM

POWER METER/MONITOR

CONTACTOR OR MOTOR STARTER

FIRE SYSTEM SMOKE DETECTOR AS INDICATED

LOAD BREAK JUNCTION

GENERAL NOTES ELECTRICAL ABBREVIATIONS

__A/__F/_P

___V N__

DISCONNECT SWITCH RATINGS

(AMP RATING / FUSE RATING / NUMBER OF POLES

VOLTAGE CLASS / NEMA RATING)

VS

VACANCY SENSOR, DUAL TECHNOLOGY - CEILING MOUNTED

SHORT CIRCUIT CURRENT CALCULATIONS WILL BE PERFORMED ON THE

ELECTRICAL SYSTEM USING A BOLTED THREE-PHASE FAULT CONDITION FOR

CALCULATIONS TO ACHIEVE MAXIMUM THERMAL AND MECHANICAL STRESS

TO THE SYSTEM FOR CALCULATION PURPOSES. EXISTING SHORT CIRCUIT

VALUES WILL BE USED OUTSIDE THE WORK AREA FOR THE STARTING POINT

OF THE CALCULATIONS.

METHOD OF SHORT CIRCUIT

CURRENT CALCULATIONS

USING OHM'S LAW AND THE KNOWN RESISTIVITY CONSTANT OF CONDUCTOR

METAL (CIRCUILAR MIL-OHM PER FOOT) FOR COPPER CONDUCTORS, OUR

INTENT IS TO CALCULATE THE REQUIRED WIRE SIZE NECESSARY SO AS NOT

TO EXCEED THE RECOMMENDED VOLTAGE-DROP OF 3% FOR BRANCH

CIRCUIT CONDUCTORS.

METHOD OF VOLTAGE-DROP

CALCULATIONS

UNDERGROUND ELECTRICAL

EP101

PROPOSED TRANSFORMER

REPLACEMENT SITE PLAN

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

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

SHEET KEY NOTES:

04/05/2019

REPLACE TRANSFORMER

CLC

654-18-813

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE., RENO, NV 89502

PROJECT DIRECTOR

18-284

BID DOCUMENTS

CAS MJJ

NORTH

NORTH NORTH

38"

(36" MIN.)

X

XX

X

X

X

X

X

X

X X

X X

X X

X X

X

X

X

XX

X X

X X

X X

X X

X

E-601

ELECTRICAL

SINGLE-LINE DIAGRAM

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

NC License #: C-1848

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

SHEET KEY NOTES:

04/05/2019

REPLACE TRANSFORMER

CLC

654-18-813

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE., RENO, NV 89502

PROJECT DIRECTOR

18-284

BID DOCUMENTS

CAS MJJ 3