2_-_DBEH_10-1765_-_Repair_Generators_CCAFS_Drawings.pdf

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CCAFS

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INDUSTRIAL AREA

SOUTH GATE

PASS & ID

STATE RD 401

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FACILITY

MSA #5

CAMERA

PAD #21

SR 528 BEACHLINE

SR A1A TO COCOA BEACH

FSA #1

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CAPE CANAVERAL AIR FORCE STATION

DBEH 10-1765

CAPE CANAVERAL, FLORIDA

REPAIR GENERATORS,

CCAFS (LET)

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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SCALE:

LOCATION MAP

NONE

PROJECT

AREA

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

N

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001

LOCATION MAP, PROJECT AREAS AND DRAWING INDEX

HAZARDOUS MATERIALS

H-001

GENERAL HAZMAT NOTES, ABBREVIATIONS AND APPLICABLE CODES

H-101 HAZARDOUS MATERIALS PLAN - BLDG 54800 CHEM LAB

H-102 HAZARDOUS MATERIALS PLAN - BLDG 50225 RUNWAY VAULT

ELECTRICAL

E-001

ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-101 ELECTRICAL PLAN - SITE 54800 - DEMOLITION

ED-102 ELECTRICAL PLAN - SITE 50225 - DEMOLITION

E-101 ELECTRICAL PLAN - SITE 54800 - NEW CONSTRUCTION

E-102 ELECTRICAL PLAN - SITE 50225 - NEW CONSTRUCTION

E-501

ELECTRICAL DETAILS

E-502

ELECTRICAL DETAILS

E-601 SINGLE-LINE DIAGRAM - SITE 54800

E-602 SINGLE-LINE DIAGRAM - SITE 50225

SCALE:

ENLARGED VIEW - BLDG 54800

NONE

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54800

SCALE:

ENLARGED VIEW - BLDG 50225

NONE

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50225

50216

50211

PROJECT

AREA

ABBREVIATIONS:

45 CES - 45TH CIVIL ENGINEERING SQUADRON

45 SW - 45TH SPACE WING

ACM - ASBESTOS CONTAINING MATERIAL

ACT - ACOUSTIC CEILING TILE

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ANOD - ANODIZED

BLDG - BUILDING

CFR - CODE OF FEDERAL REGULATIONS

CONC - CONCRETE

CONT - CONTINUOUS

CMDR - COMMANDER'S

CMU - CONCRETE MASONRY UNIT

CPT - CARPET

CT - CERAMIC TILE

DN - DOWN

DWGS - DRAWINGS

EPA - ENVIRONMENTAL PROTECTION AGENCY

ETR - EXISTING TO REMAIN

EXIST - EXISTING

EXT - EXTERIOR

F.A.C. - FLORIDA ADMINISTRATIVE CODE

F.G. - FIBERGLASS

FDEP - FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FIN FL - FINISH FLOOR

F.V. - FIELD VERIFY

GA - GAUGE

GALV - GALVANIZED

GC - GENERAL CONTRACTOR

GRT - GROUT

GYP BD/GWB - GYPSUM WALL BOARD

H.M. - HOLLOW METAL

HAZMAT - HAZARDOUS MATERIALS

HW/HDW - HARDWARE

INSUL - INSULATION

INT - INTERIOR

MAX - MAXIMUM

MFR - MANUFACTURER

MIN - MINIMUM

M.O. - MASONRY OPENING

MTL - METAL

MRGWB - MOISTURE RESIST GYPSUM WALL BOARD

MTD - MOUNTED

NOM - NOMINAL

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

OSHA - OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PEL - PERMISSIBLE EXPOSURE LIMITS

P/PT - PAINT

P.T. - PRESSURE TREATED

PCB - POLYCHLORINATED BIPHENYLS

PLYWD - PLYWOOD

PL - PLASTIC LAMINATE

PLST - PLASTER

PPE - PERSONAL PROTECTIVE EQUIPMENT

PSI - POUNDS PER SQUARE INCH

PTS - POINTS

PVC - POLYVINYL CHLORIDE

REINF - REINFORCED

R.S. - RUBBER STRINGER

RTNR - RUBBER TREAD/NOSE/RISER

S.C. - SOLID CORE

SCHED/SCH - SCHEDULE

SDS - SAFETY DATA SHEETS

SMS - SHEET METAL SCREW

S.S. - SOLID SURFACE

ST. STL. - STAINLESS STEEL

TBB - TILE BACKER BOARD

TYP - TYPICAL

U.O.N. - UNLESS OTHERWISE NOTED

VWB - VINYL WALL BASE

VAT - VINYL ASBESTOS TILE

PROJECT SPECIFIC NOTES

1. GC SHALL COORDINATE DUST AND EQUIPMENT COVER INSTALLATION WITH

CONTRACTING OFFICER AND WITH FACILITY USER; EXISTING FACILITY FUNCTION

SHALL NOT BE COMPROMISED.

GENERAL HAZARDOUS MATERIAL NOTES:

REFER TO HAZMAT SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS.

NOTES: CONTRACTOR SUPPLIED MATERIALS:

1. THE CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086, HAZARDOUS MATERIALS MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE CONTRACTORS. NO

HAZARDOUS MATERIALS ARE ALLOWED TO BE BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR APPROVAL. THE

CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER TO REVIEW HAZARDOUS MATERIALS AUTHORIZATION

PROCEDURES PRIOR TO HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW FACILITIES. ALL CONSTRUCTION MATERIALS

REJECTED BY THE GOVERNMENT SHALL BE REMOVED FROM THE SITE IMMEDIATELY.

2. IF PRODUCTS ARE TO BE USED DURING THE PROJECT WHICH MAY CONTAIN HAZARDOUS CHEMICALS, THE SDS FOR THOSE

PRODUCTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW TO DETERMINE PERSONAL PROTECTIVE

EQUIPMENT REQUIREMENT FOR PERSONNEL USING PRODUCTS ALONG WITH GC'S SAFETY PLAN, PRIOR TO START OF WORK.

NOTES: HAZARDOUS MATERIALS ABATEMENT:

3. ABATEMENT CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO PROVIDING BIDS FOR CONDUCTING

ABATEMENT WORK.

4. THERE SHALL BE NO HAZARDOUS AIR EMISSIONS FROM DEBRIS PER 29 CFR 1910. ANY SANDBLASTING OR NEEDLE-JET

OPERATIONS MUST BE APPROVED BY THE CONTRACTING OFFICER AND SHOULD HAVE FULL CONTAINMENT.

5. THE GC SHALL UTILIZE ASBESTOS AND HEAVY METALS SURVEY REPORTS ATTACHED TO THE SPECIFICATIONS IN ORDER TO

COMPLETE THE SCOPE OF WORK PER THE DRAWINGS AND SPECIFICATIONS. THE GC SHALL CONTACT THE CONTRACTING

OFFICER IF THE PRESENCE OF MATERIALS CONTAINING ACM, PCB OR HEAVY METALS, INCLUDING LEAD, CADMIUM, OR

CHROMIUM, IS SUSPECTED OR DISTURBED, AND HAS NOT BEEN IDENTIFIED BY THIS CONTRACT, BUT IS REQUIRED TO BE

DISTURBED IN ORDER TO:

· PERFORM THE CONTRACT WORK;

· SAFELY ACCESS THE AREA OF WORK WITHOUT EXPOSURE TO HAZMAT ABOVE THE PEL;

· HAVE WORKERS PERFORM THE CONTRACT WORK WITHOUT EXPOSURE TO HAZMAT ABOVE PEL.

UNDER NO CIRCUMSTANCES SHALL ANY MATERIALS CONTAINING HEAVY METALS OR ASBESTOS BE REMOVED WITHOUT THE

CONTRACTING OFFICER APPROVAL.

6. PREPARATION OF BUILDING SURFACES MAY CREATE DISTURBANCES OF NON-FRIABLE ACM. CAUTION MUST BE UTILIZED

DURING THE SUBJECT PREPARATIONS TO ENSURE THAT DAMAGE/DISTURBANCE TO ACM DOES NOT OCCUR. COATING OF

THE SUBJECT SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE TRAINING AND HANDLING REQUIREMENTS OF 29

CFR 1926.1101 FOR CLASS II ASBESTOS WORK AND 29 CFR 1926.58, 40 CFR 763, HAZARDOUS WASTE MANAGEMENT PLAN, 45

SPACE WING, F.A.C. CHAPTER 62-257 AND FDEP FORM 62-257.900(1). FDEP FORM 62-257.900(1) (NOTICE OF DEMOLITION OR

ASBESTOS RENOVATION) MUST BE FORWARDED TO FDEP AT LEAST 10 DAYS PRIOR TO ACM REMOVAL.

7. THE REQUIREMENTS ESTABLISHED IN THE OSHA STANDARD FOR LEAD, CADMIUM AND CHROMIUM IN CONSTRUCTION, 29 CFR

1926.62, 29 CFR 1926.1127 AND 29 CFR 1926.1126, RESPECTIVELY, MUST BE COMPLIED WITH FOR ANY CONSTRUCTION, REFURBISHMENT, OR DEMOLITION OPERATIONS WHICH INVOLVES THE DISTURBANCE OF COATINGS WHICH MAY CONTAIN

HEAVY METALS. THE LEAD, CADMIUM AND CHROMIUM STANDARDS ESTABLISH SPECIFIC PERSONAL PROTECTIVE EQUIPMENT

TO INCLUDE RESPIRATORY PROTECTION BASED ON THE TYPE OF WORK TO BE PERFORMED (SEE SPECIFICATIONS FOR

ADDITIONAL DATA).

8. IF HEAVY METALS, INCLUDING LEAD, AND/OR PCB EXIST IN PAINTED SURFACES, THERE WILL BE CONCERNS ABOUT

PARTICULATE MATTER IN RINSATE AND ABOUT LEACHABILITY AND IMPACTS TO SURROUNDING ENVIRONMENTS. NON-LIQUID

PCB MATERIAL SHOULD BE HANDLED IN ACCORDANCE WITH 40 CFR 761. GC SHALL PROVIDE A SUBMITTAL FOR AN

ENVIRONMENTAL WORK PLAN TO ADDRESS THE IDENTIFIED BEST MEANS OF PRACTICE BY THE QUALIFIED CONTRACTOR IN

COMPLIANCE WITH FDEP, EPA AND OSHA. ONLY THOSE PERSONNEL TRAINED IN ABATEMENT HANDLING AND DISPOSAL MAY

PERFORM WORK AND SHALL DO SO IN A MANNER THAT MINIMIZES GENERATION OF AIR-BORNE DEBRIS. WATER AND DEBRIS

SHALL BE COLLECTED, TESTED, MANAGED AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND AIR FORCE

REGULATIONS.

9. PERSONNEL WHO UTILIZE RESPIRATORY EQUIPMENT SHALL COMPLY WITH OSHA STANDARD 29 CFR 1910.134. THE

REQUIREMENTS FOR PROTECTION OF PERSONNEL DURING DISTURBANCE OF COATINGS CONTAINING HEAVY METALS APPLY

WHEN THE CONTENT HAS BEEN IDENTIFIED AS "LOW". OSHA STANDARD 29 CFR 1926.62 DOES NOT INDICATE A LEVEL OF

CONTENT LIMIT. IF LEAD IS PRESENT AT ANY LEVEL, THE STANDARD SHALL BE ADHERED. FOLLOW 45 SW GUIDANCE FOR THE

REMOVAL OF MATERIALS AND COATINGS CONTAINING HEAVY METALS.

10. THE HAZMAT DRAWINGS ARE REPRESENTATIONS OF LOCATIONS CONTAINING HAZMAT AT LEVELS MEETING OR EXCEEDING

REGULATORY LEVELS. THE GC IS REQUIRED TO SUBMIT A WORK PLAN FOR THE ABATEMENT OF ACM, HEAVY METALS AND

PCB, WHERE APPLICABLE, FOR THIS PROJECT.

11. THE GC SHALL PROVIDE CERTIFICATION OF MONITORED AIR AND TESTING RESULTS PRIOR TO START OF DEMOLITION WORK.

12. WHERE APPLICABLE, CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DISPOSAL OF ACM, HEAVY METALS AND PCB.

13. QUALIFIED CONTRACTOR SHALL COORDINATE REMOVAL OF HAZMAT WITH ENVIRONMENTAL WORK PLAN AND CONTRACTING

OFFICER PRIOR TO COMMENCEMENT OF WORK AND REPORT THE PRESENCE OF ANY OTHER SUSPICIOUS HAZMAT IN AREAS

OF WORK PRIOR TO START OF REMOVAL/DEMOLITION.

14. WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER 29 CFR 1910.134 AND 29 CFR 1926.1153 AGAINST SILICA AND

PARTICULATES WHEN DISTURBING CONCRETE DURING BUILDING RENOVATION AND REPAIR ACTIVITIES.

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APPLICABLE CODES

WORK SHALL BE IN COMPLIANCE WITH THE LATEST REVISION OF THE FOLLOWING CODES AND WITH PROJECT

SPECIFICATIONS:

OSHA STANDARD FOR RESPIRATORY PROTECTION, 29 CFR 1910.134

OSHA STANDARD FOR HAZARDOUS WASTE COMMUNICATION, 29 CFR 1910.1200

OSHA STANDARD FOR GASES, VAPORS, FUMES, DUSTS AND MISTS, 29 CFR 1926.55

OSHA STANDARD FOR LEAD, 29 CFR 1926.62

OSHA STANDARD FOR ASBESTOS, 29 CFR 1926.1101

OSHA STANDARD FOR CHROMIUM (VI), HEXAVALENT CHROMIUM, 29 CFR 1926.1126

OSHA STANDARD FOR CADMIUM, 29 CFR 1926.1127

OSHA STANDARD FOR RESPIRABLE CRYSTALLINE SILICA, 29 CFR 1926.1153

2018 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

ASBESTOS ABATEMENT, FLORIDA STATUTES CHAPTER 469

ASBESTOS PROGRAM, F.A.C. CHAPTER 62-257

2016 GENERAL BUILDING REQUIREMENTS UFC 1-200-01

HAZARDOUS WASTE MANAGEMENT PLAN, 45TH SPACE WING

NATIONAL EMISSION STANDARD FOR ASBESTOS, 40 CFR 61 SUBPART M

EPA STANDARD FOR PCB, 40 CFR 761

SYNTHETIC ORGANIC CONTAMINANTS MONITORING REQUIREMENTS, F.A.C. 62-550.516

NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

NFPA 70, NATIONAL ELECTRICAL CODE

NFPA 111, STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY AND STANDBY POWER SYSTEMS

109 107

130 129

126125124135117

121A

121 122

107115114

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24'16'6' 2'4' 0' 8'

GRAPHIC SCALE 1/8" = 1'-0"

SCALE:

HAZARDOUS MATERIALS PLAN - BLDG 54800 CHEM LAB

1/8" = 1'-0"

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PLAN

GENERAL NOTES:

1. WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER OSHA STANDARDS 29

CFR 1910.134 AND 29 CFR 1926.1153 AGAINST SILICA AND PARTICULATES WHILE

DEMOLISHING CONCRETE PADS AND DISTURBING WALL CMU.

2. ASBESTOS AND HEAVY METALS INFORMATION IS BASED ON THE FIELD SAMPLING

AND TESTING REPORT PROVIDED AS ATTACHMENT I TO THE SPECIFICATIONS.

CONTRACTOR SHALL FIELD VERIFY TEST RESULTS AS ACCURATE AND COMPLETE

PRIOR TO INITIATING WORK AND PERFORM ANY ADDITIONAL TESTING REQUIRED TO

SAFELY PERFORM WORK AND PROPERLY DISPOSE OF DEMOLITION MATERIALS.

SEE TABLE 1 FOR ASBESTOS RESULTS SCHEDULE. SEE TABLE 2 FOR HEAVY

METALS RESULTS SCHEDULE.

FLAG NOTES:

1. WHEN REMOVING GENERATORS, SUB-BASE FUEL TANK AND ASSOCIATED PIPING

AND EQUIPMENT, CONTRACTOR SHALL HANDLE AND DISPOSE OF ALL WASTE

PETROLEUM PRODUCTS IN ACCORDANCE WITH 40 CFR 260-279, FAC 62-730, FAC

62-762 AND THE 45 SW HAZARDOUS WASTE MANAGEMENT PLAN.

2. LEAD AND CHROMIUM HAVE BEEN DETECTED IN EXTERIOR PAINT AT BUILDING

54800. WHERE WALL PENETRATION IS REQUIRED TO COMPLETE THE REPAIR, WORK

SHALL BE CONDUCTED IN SUCH A MANNER AS TO AVOID GENERATING PAINT DUST.

WORKERS SUBJECT TO EXPOSURE TO LEAD AND CHROMIUM IN PAINT SHALL

COMPLY WITH 29 CFR 1926.62, OSHA STANDARD FOR LEAD AND 29 CFR 1926.1126,

OSHA STANDARD FOR CHROMIUM.

G E

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Facility 54800, AF Chem Lab, CCAFS Asbestos Containing Materials Results

Sample ID Material Type

Asbestos

Sample Date

Test Date

B54800-A02 Inner Generator Concrete Pad No 12/15/2017 12/15/2017

B54800-A03 Outer Generator Concrete Pad No 12/15/2017 12/15/2017

B54800-A04 Sidewalk Concrete No 12/15/2017 12/15/2017

B54800-A05 CMU Wall No 12/15/2017 12/15/2017

B54800-A06 Exterior Stucco No 12/15/2017 12/15/2017

B54800-A07 Elec Room Joint Compound No 12/15/2017 12/15/2017

B54800-A08 Elec Room Drywall No 12/15/2017 12/15/2017

Facility 54800, AF Chem Lab, CCAFS Heavy Metals Results

Sample ID Material Type

Barium Chromium Lead

Sample Date

Test Date

B54800-P01 Exterior Paint/Stucco 14.1 ppm 6.13 6.4 12/15/2017 12/19/2017

B54800-P02 Elec Room Wall Paint 13.2 ppm ND ND 12/15/2017 12/19/2017

TABLE 1 - ASBESTOS RESULTS SCHEDULE

TABLE 2 - HEAVY METALS RESULTS SCHEDULE

XFMR PAD

ETR

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B

LP LP-1

GENERATOR

CU

CU

EXISTING

MANHOLE

S W

G R

U P

S

CONCRETE PAD - ETR

XFMR 'SKSI' - ETR

F

A T

S

300 GAL

DIESEL

FUEL TANK

CONCRETE

PADS - ETR

600A

208V

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C A

E T

D B

C C

A F

S

F

L U

S A

F

T

H

C

I V

G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A

F

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

F n g i n e e r i n g I n c

L L

E N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

12'8'4'1'2' 0'

GRAPHIC SCALE 1/4" = 1'-0"

SCALE:

HAZARDOUS MATERIALS PLAN - BLDG 50225 RUNWAY VAULT

1/4" = 1'-0"

T R

U E

N O

R T

H

NORTH

PLAN

GENERAL NOTES:

1. WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER OSHA

STANDARDS 29 CFR 1910.134 AND 29 CFR 1926.1153 AGAINST SILICA AND

PARTICULATES WHILE DEMOLISHING CONCRETE PADS AND DISTURBING

WALL CMU.

2. ASBESTOS AND HEAVY METALS INFORMATION IS BASED ON THE FIELD

SAMPLING AND TESTING REPORT PROVIDED AS ATTACHMENT I TO THE

SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY TEST RESULTS AS

ACCURATE AND COMPLETE PRIOR TO INITIATING WORK AND PERFORM ANY

ADDITIONAL TESTING REQUIRED TO SAFELY PERFORM WORK AND

PROPERLY DISPOSE OF DEMOLITION MATERIALS. SEE TABLE 3 FOR

ASBESTOS RESULTS SCHEDULE.

FLAG NOTE:

1. WHEN REMOVING GENERATORS AND ASSOCIATED PIPING AND EQUIPMENT,

CONTRACTOR SHALL HANDLE AND DISPOSE OF ALL WASTE PETROLEUM

PRODUCTS IN ACCORDANCE WITH 40 CFR 260-279, FAC 62-730, FAC 62-762

AND THE 45 SW HAZARDOUS WASTE MANAGEMENT PLAN.

H-102

TABLE 3 - ASBESTOS RESULTS SCHEDULE

Facility 50225, Skid Strip UPS Building, CCAFS Asbestos Containing Materials Results

Sample ID Material Type

Asbestos

Sample Date

Test Date

B50225-A01 Concrete Generator Pad No 12/15/2017 12/15/2017

E-001

G

B

O G

I A

T Z

I D

I S

L

C

O L E

M A

N

E L

E C

T R

I C

T

E S

L

E G

E N

D

A

N D

A B

B R

E V

I A

T I O

N S

C

H

A R

T N

E T

T

D B

G

B

E A

R D

D B

C C

A F

S

F

L U

S A

F

T

H

C

I V

G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A

F

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

F n g i n e e r i n g I n c

L L

E N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

R E

P A

N

E R

A T

O R

S

C

C A

E T

BRANCH CIRCUIT CONDUIT RUN. ARROW

INDICATES HOME RUN, MINIMUM CONDUIT SIZE

SHALL BE 3/4". HOME RUNS LONGER THAN 100'

SHALL USE #10 CONDUCTOR (MIN).

ABOVE GROUND ELECTRICAL CONDUIT

LIGHTNING #2/0 BARE COPPER CONDUCTOR

GROUNDING CONDUCTOR, BELOW GRADE

208/120V PANELBOARD

TRANSFORMER (LOW VOLTAGE)

GROUND ROD WITH EXOTHERMIC WELD

CONNECTION

24" AIR TERMINAL

GROUNDING TEST WELL WITH GROUND ROD

LP

G

A - AMPERES, AMPS

AASHTO - AMERICAN ASSOCIATION OF

STATE HIGHWAY &

TRANSPORTATION OFFICIALS

AFG - ABOVE FINISHED GRADE

AIC - AMPS INTERRUPTING CAPACITY

ANN - ANNUNCIATOR

ATS - AUTOMATIC TRANSFER SWITCH

AUX - AUXILIARY

BFF - BELOW FINISHED FLOOR

BFG - BELOW FINISHED GRADE

BRKR - BREAKER

BSD - BARE SOFT DRAWN

C - CONDUIT

CB - CIRCUIT BREAKER

CKT - CIRCUIT

CMU - CONCRETE MASONRY UNIT

CONC - CONCRETE

CU - COPPER

DIA - DIAMETER

DISC - DISCONNECT

DWG - DRAWING

ECS - ENVIRONMENTAL CONTROL SHELTER

ELEC - ELECTRIC

EMT - ELECTRICAL METALLIC TUBING

EQPM - EQUIPMENT

EXH - EXHAUST

EXST - EXISTING

FACP - FIRE ALARM CONTROL PANEL

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

GND - GROUND

IAW - IN ACCORDANCE WITH

ID - INSIDE DIAMETER

KCMIL - THOUSAND CIRCULAR MILS

KV - KILOVOLTS

KW - KILOWATT

MTR - MOTOR

MTS - MANUAL TRANSFER SWITCH

N/A - NOT APPLICABLE

NC - NORMALLY CLOSED

NESHAP - NATIONAL EMISSIONS STANDARDS

FOR HAZARDOUS AIR POLLUTANTS

NIC - NOT IN CONTRACT

NO - NORMALLY OPEN

NTS - NOT TO SCALE

OC - ON CENTER

OD - OUTSIDE DIAMETER

Ø - PHASE

PNL - PANEL/PANELBOARD

PVC - POLYVINYL CHLORIDE

QTY - QUANTITY

REF - REFERENCE

RGS - RIGID GALVANIZED STEEL

RICE - RECIPROCATING INTERNAL

COMBUSTION ENGINE

SWBD - SWITCHBOARD

TMCB - THERMAL MAGNETIC CIRCUIT BREAKER

TTB - TELEPHONE TERMINAL BOARD

TYP - TYPICAL

UG - UNDERGROUND

UGE - UNDERGROUND ELECTRIC

UON - UNLESS OTHERWISE NOTED

UPS - UNINTERRUPTIBLE POWER SUPPLY

V - VOLTS

W - WATTS

WWF - WELDED WIRE FRAME

XFMR - TRANSFORMER

SEQUENCE OF CONSTRUCTION FOR 54800 GENERATOR AND

AUTOMATIC TRANSFER SWITCH INSTALLATION:

THE CONTRACTOR SHALL SUBMIT A PROPOSED SEQUENCE OF CONSTRUCTION FOR

APPROVAL. SEQUENCE OF CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING

GUIDELINES:

1. NOTIFY THE 45TH SPACE WING ENVIRONMENTAL OFFICE 14 DAYS PRIOR TO THE START

OF CONSTRUCTION.

2. PROVIDE A 125 KW TEMPORARY GENERATOR WITH 24 HOUR FUEL TANK AND A

TEMPORARY AUTOMATIC TRANSFER SWITCH TO FEED PANEL 'EDP' PROVIDE

TEMPORARY CONDUCTORS AS REQUIRED.

3. ALL THE NECESSARY PERSONNEL, TOOLS, AND MATERIAL REQUIRED FOR THE WORK

BEING DONE THAT DAY SHALL BE ON SITE PRIOR TO STARTING WORK.

4. MAXIMUM OUTAGE TIME SHALL NOT EXCEED 4 HOURS. COORDINATE OUTAGE

REQUESTS WITH THE CONTRACTING OFFICER AT LEAST 14 WORKING DAYS IN ADVANCE

OF ANY OUTAGE.

5. GENERATOR AND AUTOMATIC TRANSFER SWITCH SHALL BE TESTED AND ACCEPTED

PRIOR TO CONNECTION OF LOADS.

T

G GENERATOR - SINGLE-LINE DIAGRAM

UNDERGROUND ELECTRICAL CONDUIT

ELECTRICAL NOTES:

1. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A COMPLETE AND

WORKABLE FACILITY.

2. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS,

ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY BE REQUIRED FOR PROPER

INSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED AT THE SITE.

ADDITIONAL BENDS, OFFSETS, AND CONDUIT AS REQUIRED BY VERTICAL AND

HORIZONTAL EQUIPMENT LOCATIONS OR OTHER JOB CONDITIONS, SHALL BE

PROVIDED TO COMPLETE THE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF EQUIPMENT

SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL BE PLACED TO ELIMINATE

INTERFERENCE WITH OTHER EQUIPMENT. THE EXACT LOCATIONS SHALL BE

DETERMINED IN THE FIELD.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE NATIONAL

ELECTRICAL CODE (NFPA 70).

5. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. OR

ANOTHER APPROVED/CERTIFIED TESTING LABORATORY. SHOULD PLANS AND CODES

CONFLICT, CONTACT THE CONTRACTING OFFICER. MAKE NO CHANGES, EVEN IN CASE

OF CONFLICT, WITHOUT FIRST OBTAINING THE APPROVAL OF THE CONTRACTING

OFFICER.

6. A GREEN, COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUIT SYSTEMS AND

SHALL BE BONDED TO ALL ENCLOSURES, BOXES, AND EQUIPMENT. RECEPTACLES

WITH GREEN WIRE SHALL BE BONDED TO BOX THEN TO RECEPTACLE SUCH THAT

REMOVAL OF RECEPTACLE DEVICE SHALL NOT INTERRUPT GREEN WIRE BOND TO

METALLIC BOX OR ENCLOSURE.

7. BONDING JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES, BOXES, AND

EQUIPMENT WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS ARE USED.

8. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY WIRE OR

CONDUIT, THE CONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT REQUIREMENTS

AND SHALL INSTALL WIRE, CONDUIT, CIRCUIT BREAKERS AND OTHER ITEMS OF THE

CORRECT SIZE FOR THE EQUIPMENT ACTUALLY INSTALLED. HOWEVER, WIRE AND

CONDUIT SIZES FOR THE EQUIPMENT SHALL BE TAKEN AS A MINIMUM AND SHALL NOT

BE REDUCED WITHOUT WRITTEN APPROVAL.

9. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE

WORK OF THE OTHER TRADES.

10. 'PROVIDE', AS USED HERE ON THE DRAWINGS, IS AN ALL-INCLUSIVE TERM REQUIRING

CONTRACTOR TO FURNISH, INSTALL, WIRE, AND CONNECT ALL SPECIFIED EQUIPMENT

AS WELL AS COMPONENTS, ACCESSORIES, WIRING, AND MOUNTING HARDWARE TO

INSURE THAT SPECIFIED EQUIPMENT FUNCTIONS TO MEET SYSTEM(S) REQUIREMENTS.

11. WHERE NEW-TO-EXISTING CONNECTIONS ARE INDICATED, THE CONTRACTOR SHALL

PROVIDE ALL MATERIALS (JUNCTION BOXES, CONDUIT, WIRE, AND CONNECTIONS) AND

LABOR REQUIRED TO MAKE THE CONNECTIONS.

12. UNLESS OTHERWISE NOTED, ALL POWER CIRCUIT CONDUCTORS SHALL BE COPPER

AND MINIMUM #12AWG. CONDUITS SHALL BE 3/4" MINIMUM.

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING

UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR REPAIR

OR REPLACEMENT OF THE UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS

IN CONJUNCTION WITH THE COMPLETION OF THIS WORK.

14. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING

CONNECTIONS SHALL BE COPPER. CONTRACTOR SHALL UTILIZE CONNECTORS TO

PREVENT GALVANIC ACTION.

15. FINAL ACCEPTANCE WILL DEPEND UPON SATISFACTORY PERFORMANCE OF

EQUIPMENT. NO CONDUCTOR SHALL BE ENERGIZED UNTIL THE INSTALLATION HAS

BEEN APPROVED.

16. CONDUITS SHALL BE SUPPORTED BY SUITABLE CLAMPS, HANGERS OR STRAPS TO

PROVIDE A RIGID INSTALLATION. CONDUIT SUPPORTS SHALL NOT BE FASTENED OR

ATTACHED TO OTHER PIPES. PERFORATED STRAP HANGERS WILL NOT BE ALLOWED.

EMPTY CONDUIT SHALL BE THOROUGHLY SWABBED OUT WITH DRY SWAB TO REMOVE

MOISTURE AND DEBRIS BEFORE WIRE IS DRAWN IN. END OF CONDUIT SHALL BE

TIGHTLY PLUGGED UNTIL WIRE IS PULLED. NO CONDUIT SHALL BE LOCATED TO IMPAIR

THE STRENGTH OF STRUCTURAL MEMBERS. MAKE CHANGES IN DIRECTION OF RUNS

WITH SYMMETRICAL BENDS. MAKE FIELD MADE BENDS AND OFFSETS WITH HICKEY OR

CONDUIT BENDING MACHINE. DO NOT INSTALL CRUSHED OR DEFORMED CONDUITS.

AVOID TRAPPED CONDUITS. PREVENT PLASTER, DIRT, OR TRASH FROM LODGING IN

CONDUIT, BOXES, FITTINGS. FREE CLOGGED CONDUITS OF OBSTRUCTIONS.

17. IN ACCORDANCE WITH NFPA 70, GROUND EXPOSED, NON-CURRENT CARRYING

METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC RACEWAY SYSTEMS,

GROUNDING CONDUCTOR IN METALLIC RACEWAYS.

18. FASTEN CONDUITS TO SHEET METAL BOXES AND CABINETS WITH TWO LOCKNUTS

WHERE REQUIRED BY NFPA 70, WHERE INSULATED BUSHINGS ARE USED, AND WHERE

BUSHINGS CANNOT BE BROUGHT INTO FIRM CONTACT WITH THE BOX; OTHERWISE, USE

MINIMUM SINGLE LOCKNUT AND BUSHING. LOCKNUTS SHALL HAVE SHARP EDGES FOR

DIGGING INTO WALLS OF METAL ENCLOSURE. INSTALL BUSHINGS ON ENDS OF

CONDUITS, AND PROVIDE INSULATING TYPE WHERE REQUIRED BY NFPA 70.

19. PROVIDE AND INSTALL AT WALL OR FLOOR PENETRATIONS A PERMANENT FIRE STOP

SYSTEM. THE SYSTEM SHALL CONSIST OF A WATER BASED FIRE STOP COMPOUND AS

THE FILL, VOID, OR CAVITY MATERIAL ALONG WITH APPROPRIATE DAMMING MATERIAL

(AS PER MANUFACTURER'S INSTRUCTIONS). THE FIRE STOP COMPOUND SHALL NOT

CONTAIN ANY SOLVENTS, INORGANIC FIBERS, OR SILICONE COMPOUNDS AND SHALL

NOT REQUIRE HEAT TO ACTIVATE THE SEAL. THE FIRE STOP COMPOUND SHALL BE

ONE-PART MATERIALS, REQUIRING NO CRITICAL MIXING. THE PENETRATION SEAL

MATERIAL MUST BE UNAFFECTED BY MOISTURE AND MUST MAINTAIN THE INTEGRITY

OF THE FLOOR OR WALL ASSEMBLY FOR ITS RATED TIME PERIOD WHEN TESTED IN

ACCORDANCE WITH ASTM E84. THE SYSTEM SHALL BE UL CLASSIFIED AND INSTALLED

TO PROVIDE A 2 HOUR FIRE RATING. THE PENETRATION FIRE STOP MATERIAL SHALL

BE FLAME-SAFE FS1900 SERIES COMPOUND AS MANUFACTURED BY GRACE

CONSTRUCTION PRODUCTS OR EQUAL.

20. DAMAGE DONE TO ZINC COATING OF GALVANIZED CONDUIT, BOXES, AND FITTINGS,

INCLUDING EXPOSED CONDUIT THREADS AND ZINC FINISHES SCRATCHING, SHALL BE

REPAIRED BY CLEANING, PREPPING, AND COATING DAMAGED SURFACE WITH

INORGANIC ZINC COMPOUND.

21. PROVIDE ELECTRICAL CONDUIT AS FOLLOWS:

- RGS - ABOVE GRADE OUTSIDE, INSIDE WHERE SUBJECT TO PHYSICAL DAMAGE, OR

IN HAZARDOUS LOCATIONS

- EMT - ABOVE GRADE INSIDE WHERE NOT SUBJECT TO PHYSICAL DAMAGE

- PVC SCHEDULE 40 - BELOW GRADE WHERE NOT SUBJECT TO PHYSICAL DAMAGE

- PVC SCHEDULE 80 - BELOW GRADE WHERE SUBJECT TO PHYSICAL DAMAGE

22. EMT CONDUIT SHALL USE COMPRESSION FITTINGS. SET SCREW FITTINGS ARE NOT

ALLOWED.

TRANSFORMER (MEDIUM VOLTAGE)

APPLIES TO ALL ELECTRICAL SHEETS

ELECTRICAL LEGEND

ABBREVIATIONS:

APPLIES TO ALL ELECTRICAL SHEETS; SOME SYMBOLS MAY NOT BE USED.

DASHED SYMBOLS INDICATE DEMOLITION.

UGE

E

AUTOMATIC OR MANUAL TRANSFER SWITCH

- SINGLE-LINE DIAGRAM

480/277V PANELBOARD

ATS

AUTOMATIC TRANSFER SWITCH

ANNUNCIATOR - REMOTE

F

FIRE ALARM CONTROL PANEL - FACP

MANUAL TRANSFER SWITCH

MTS

FUSED SAFETY SWITCH/

FUSED DISCONNECT SWITCH

SEQUENCE OF CONSTRUCTION FOR 50225 GENERATOR

INSTALLATION:

THE CONTRACTOR SHALL SUBMIT A PROPOSED SEQUENCE OF CONSTRUCTION FOR

APPROVAL. SEQUENCE OF CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING

GUIDELINES:

1. NOTIFY THE 45TH SPACE WING ENVIRONMENTAL OFFICE 14 DAYS PRIOR TO THE START

OF CONSTRUCTION.

2. PROVIDE A 250 KW TEMPORARY GENERATOR WITH 24 HOUR FUEL TANK. CONNECT

GENERATOR TO EXISTING AUTOMATIC TRANSFER SWITCH (ATS) LOCATED INSIDE

BUILDING. CONNECT GENERATOR FOR AUTO START USING SIGNAL FROM EXISTING 'ATS'.

3. ALL THE NECESSARY PERSONNEL, TOOLS, AND MATERIAL REQUIRED FOR THE WORK

BEING DONE THAT DAY SHALL BE ON SITE PRIOR TO STARTING WORK.

4. MAXIMUM OUTAGE TIME SHALL NOT EXCEED 4 HOURS. COORDINATE OUTAGE

REQUESTS WITH THE CONTRACTING OFFICER AT LEAST 14 WORKING DAYS IN ADVANCE

OF ANY OUTAGE.

5. GENERATOR AND AUTOMATIC TRANSFER SWITCH SHALL BE TESTED AND ACCEPTED

PRIOR TO CONNECTION OF LOADS.

SF

SILT FENCE

B

BATTERY CHARGER/MONITOR FOR GENERATOR

EXOTHERMIC WELD TO GROUNDING

COUNTERPOISE

ANN

EMERGENCY MAIN DISCONNECT

APPLICABLE CODES

WORK SHALL BE IN COMPLIANCE WITH THE LATEST REVISION OF THE FOLLOWING CODES AND WITH PROJECT SPECIFICATIONS:

NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

NFPA 70, NATIONAL ELECTRICAL CODE

NFPA 111, STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY AND STANDBY POWER SYSTEMS

E U

G E

U G

E

PNL 'MEP1'

PNL 'MEP2'

S W

P

E

T R

XFMR

'CHMI' - ETR

PNL 'LA'

PNL 'LB'

PNL 'ELP'

UGE

121A

F

PNL 'HA'

PNL 'LD'

PNL 'EDP'

B

A T

S

U

G

E

SF SF

S

F

ED-101

G

B

O G

I A

T Z

I D

I S

L

C

O L E

M A

N

E L

E C

T R

I C

A

N

S

I T

E

E

M O

L I T

I O

N

C

H

A R

T N

E T

T

D B

G

B

E A

R D

R E

P A

N

E R

A T

O R

S

C

C A

E T

D B

C C

A F

S

F

L U

S A

F

T

H

C

I V

G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A

F

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

F n g i n e e r i n g I n c

L L

E N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

24'16'6' 2'4' 0' 8'

GRAPHIC SCALE 1/8" = 1'-0"

T

R

U

E

N

O

R

T

H

NORTH

PLAN

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR

TO ANY FABRICATION OR CONSTRUCTION.

2. DEVICE LOCATIONS AND CONDUIT/CONDUCTOR ROUTING

ARE DIAGRAMMATIC AND MAY DIFFER FROM FIELD

CONDITIONS.

FLAG NOTES:

1. DISCONNECT AND REMOVE EXISTING 50 KW GENERATOR WITH

SUB-BASE FUEL TANK, INCLUDING ASSOCIATED CONDUCTORS

AND JUNCTION BOX.

2. REMOVE EXISTING CONCRETE PAD AND CURBING.

3. EXISTING MANUAL TRANSFER SWITCH (MTS) FOR PORTABLE

GENERATOR CONNECTION SHALL REMAIN.

4. DISCONNECT AND REMOVE EXISTING UNDERGROUND ELECTRICAL

(UGE) WIRING - (4) #3, #8 GND IN 1-1/4" CONDUIT. ROUTING SHOWN

IS DIAGRAMMATIC. EXISTING CONDUIT SHALL HAVE END CAPPED

AND SHALL BE ABANDONED IN PLACE.

5. DISCONNECT AND REMOVE EXISTING AUTOMATIC TRANSFER

SWITCH (ATS), INCLUDING WIRING TO EXISTING SWITCHBOARD

'MP' AND EXISTING PANEL 'EDP'. UNDERGROUND CONDUIT TO

EXISTING SWBD 'MP' SHALL BE ABANDONED IN PLACE.

6. DISCONNECT AND REMOVE EXISTING GENERATOR BATTERY

CHARGER MOUNTED ABOVE 'ATS'. CHARGER FED FROM EXISTING

PANEL 'ELP', BRANCH CIRCUIT 17. RETAIN CIRCUIT FOR REUSE.

7. PROVIDE AND MAINTAIN EROSION CONTROL MEASURES. REFER

TO DETAIL 6 ON SHEET E-502 FOR ADDITIONAL INFORMATION.

8. EXISTING BOLLARDS SHALL REMAIN.

9. DISCONNECT GENERATOR JACKET HEATER CIRCUIT IN EXISTING

PANEL 'ELP', BRANCH CIRCUIT 13. RETAIN CIRCUIT FOR REUSE.

SCALE:

ELECTRICAL PLAN - SITE 54800 - DEMOLITION

1/8" = 1'-0"

E-502

T T

B

LP LP-1

GENERATOR

300 GAL

DIESEL

FUEL TANK

CU

CU

CONCRETE

PADS - ETR

CONCRETE PAD - ETR

S W

G R

U P

S

XFMR 'SKSI' - ETR

U

G

E

E

E

G

EXISTING

MANHOLE

A T

S

600A

208V

ED-102

G

B

O G

I A

T Z

I D

I S

L

C

O L E

M A

N

E L

E C

T R

I C

A

N

S

I T

E

E

M O

L I T

I O

N

C

H

A R

T N

E T

T

D B

G

B

E A

R D

R E

P A

N

E R

A T

O R

S

C

C A

E T

D B

C C

A F

S

F

L U

S A

F

T

H

C

I V

G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A

F

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

F n g i n e e r i n g I n c

L L

E N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

12'8'4'1'2' 0'

GRAPHIC SCALE 1/4" = 1'-0"

T R

U E

N O

R T

H

NORTH

PLAN

FLAG NOTES:

1. DISCONNECT AND REMOVE EXISTING 180 KW GENERATOR.

2. REMOVE EXISTING UNDERGROUND ELECTRICAL (UGE) CONDUCTORS TO

SAFETY SWITCH. REMOVAL OF 'UGE' SHALL AVOID EXISTING

COUNTERPOISE.

3. PARTIAL EXISTING COUNTERPOISE, GROUNDING TEST WELL AND GROUND

ROD SHOWN FOR REFERENCE.

4. DISCONNECT AND DISCARD GROUNDING CONDUCTOR AND POWER

CONDUCTORS FROM SAFETY SWITCH. EXISTING (2) CONDUIT STUB-UPS

INTO SAFETY SWITCH SHALL BE CUT TO TOP OF EXISTING CONCRETE SLAB

AND FILLED WITH GROUT. REMOVE EXISTING SAFETY SWITCH INCLUDING

SUPPORT STRUCTURE (NOT SHOWN).

5. REMOVE EXISTING ABOVE GROUND CONDUCTORS BETWEEN SAFETY

SWITCH AND GENERATOR BEING REMOVED.

6. EXISTING AUTOMATIC TRANSFER SWITCH (ATS) SHALL REMAIN.

7. EXISTING FUEL TANK SHALL REMAIN.

8. DISCONNECT EXISTING FUEL PIPING FROM GENERATOR BEING REMOVED.

REMOVE EXISTING PIPING ALONG GENERATOR CONCRETE PAD TO ALLOW

FOR REMOVAL OF GENERATOR. PIPING SHALL BE CAPPED AND PROTECTED

FROM DEMOLITION DEBRIS.

9. DISCONNECT GENERATOR JACKET/BLOCK HEATER IN EXISTING PANEL 'LP'.

RETAIN CIRCUIT FOR REUSE.

10. DISCONNECT GENERATOR BATTERY CHARGER IN EXISTING PANEL 'LP'.

RETAIN CIRCUIT FOR REUSE.

11. EXISTING 4" CONDUIT TO ATS. DEMO A SECTION OF THIS CONDUIT AT THE

DISCONNECT SWITCH AND RETAIN REMAINDER FOR

EXTENSION/REROUTING AS SHOWN ON SHEET E-102.

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ANY

FABRICATION OR CONSTRUCTION.

2. DEVICE LOCATIONS AND CONDUIT/CONDUCTOR ROUTING ARE

DIAGRAMMATIC AND MAY DIFFER FROM FIELD CONDITIONS.

SCALE:

ELECTRICAL PLAN - SITE 50225 - DEMOLITION

1/4" = 1'-0"

PNL 'LA'

PNL 'LB'

PNL 'ELP'

PNL 'MEP1'

PNL 'MEP2'

S W

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XFMR

'CHMI' - ETR

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121A 121

F

PNL 'HA'

PNL 'LD'

PNL 'EDP'

EDGE OF PAVEMENT

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IDENTIFICATION

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An O ne id a N at io n Co m pa ny

24'16'6' 2'4' 0' 8'

GRAPHIC SCALE 1/8" = 1'-0"

T

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PLAN

SCALE:

ELECTRICAL PLAN - SITE 54800 - NEW CONSTRUCTION

1/8" = 1'-0"

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR

TO ANY FABRICATION OR CONSTRUCTION.

2. DEVICE LOCATIONS AND CONDUIT/CONDUCTOR ROUTING

ARE DIAGRAMMATIC AND MAY DIFFER FROM FIELD

CONDITIONS.

3. CCAFS STATIONARY GENERATORS ARE SUBJECT TO 'RICE

NESHAP' REQUIREMENTS OF 40 CFR 64, SUBPART ZZZZ.

THE GENERATOR(S) SHOULD BE COORDINATED WITH 45

CES ENVIRONMENTAL TO ENSURE THE 'RICE NESHAP'

REQUIREMENTS ARE MET BEFORE THE SYSTEM IS

BROUGHT ON SITE.

#FLAG NOTES:

1. PROVIDE NEW 125 KW GENERATOR WITH SUB-BASE FUEL TANK.

CIRCUIT BREAKER SHALL BE PROVIDED WITH NEW GENERATOR.

BASIS OF DESIGN IS CUMMINS C125D6C.

2. PROVIDE NEW CONCRETE PAD FOR NEW GENERATOR. NEW

CONCRETE PAD SHALL BE APPROXIMATELY 13'-10" LONG x 4'-4"

WIDE. COORDINATE EXACT DIMENSIONS WITH GENERATOR

BEING PROVIDED. CONCRETE PAD SHALL NOT EXCEED 62.1

SQUARE FEET MAXIMUM. REFER TO SHEET E-501 FOR DETAILS.

3. EXISTING MANUAL TRANSFER SWITCH (MTS) FOR PORTABLE

GENERATOR CONNECTION SHALL REMAIN.

4. THE FOLLOWING SHALL BE INCLUDED WITHIN NEW TRENCH:

- PROVIDE (4) #1, #6 GND IN 2" UG C (ATS TO MTS)

- PROVIDE (2) #14, #14 GND IN 1" UG C (ATS START SIGNAL)

- PROVIDE (4) #12, (2) #12 GND IN 1" UG C (BATTERY CHARGER &

JACKET HEATER)

ALL UG CONDUITS SHALL STUB-UP ONTO EXTERIOR WALL OF

BUILDING. LENGTH OF EXPOSED CONDUIT SHALL ALLOW FOR

WALL PENETRATION TO BE ABOVE HARD CEILING OF

ELECTRICAL ROOM 121A.

5. PROVIDE NEW 4-POLE AUTOMATIC TRANSFER SWITCH (ATS).

PROVIDE (4) #1, #6 GND IN 1-1/2" CONDUIT, ROUTED WITHIN

ELECTRICAL ROOM, TO EXISTING SWITCHBOARD 'MP'. PROVIDE

(4) #1, #6 GND IN 1-1/2" CONDUIT TO EXISTING PANEL 'EDP'.

6. PROVIDE NEW BATTERY CHARGER FOR GENERATOR. MOUNT

ABOVE NEW ATS. CONNECT BATTERY CHARGER TO EXISTING

PANEL 'ELP', BRANCH CIRCUIT 17.

7. PROVIDE COUNTERPOISE OF #2/0 BARE COPPER GROUNDING

CONDUCTOR, BURIED 30" BELOW FINISHED GRADE AND OFFSET

APPROXIMATELY 2 FEET FROM NEW CONCRETE PAD.

8. PROVIDE 3/4" DIAMETER x 20' DEEP GROUND ROD WITH

SECTIONS EXOTHERMICALLY WELDED TOGETHER.

9. PROVIDE #2/0 BARE COPPER GROUNDING CONDUCTOR FROM

GROUND ROD AND BOND TO FRAME OF NEW GENERATOR, AND

TO EXISTING 'MTS' FRAME.

10. PROVIDE AND MAINTAIN EROSION CONTROL MEASURE. REFER

TO DETAIL 6 ON SHEET E-502 FOR ADDITIONAL INFORMATION.

11. EXISTING BOLLARDS SHALL REMAIN.

12. CONNECT GENERATOR JACKET HEATER TO EXISTING PANEL

'ELP', BRANCH CIRCUIT 13.

13. PROVIDE (4) #1, #6 GND IN 2" CONDUIT BETWEEN EXISTING

MANUAL TRANSFER SWITCH (MTS) AND NEW GENERATOR.

TYPICAL

E-502

12 6

E-501

E-501

E-502

E-502

E-501

T

B

LP LP-1

GENERATOR

CU

CU

EXISTING

MANHOLE

S W

G R

U P

S

CB

CONCRETE PAD - ETR

XFMR 'SKSI' - ETR

F

A T

S

300 GAL

DIESEL

FUEL TANK

CONCRETE

PADS - ETR

G

U

G

E

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G

E

E

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600A

208V

E-102

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IDENTIFICATION

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An O ne id a N at io n Co m pa ny

12'8'4'1'2' 0'

GRAPHIC SCALE 1/4" = 1'-0"

T R

U E

N O

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H

NORTH

PLAN

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ANY

FABRICATION OR CONSTRUCTION.

2. DEVICE LOCATIONS AND CONDUIT/CONDUCTOR ROUTING ARE

DIAGRAMMATIC AND MAY DIFFER FROM FIELD CONDITIONS.

3. CCAFS STATIONARY GENERATORS ARE SUBJECT TO 'RICE NESHAP'

REQUIREMENTS OF 40 CFR 64, SUBPART ZZZZ. THE GENERATOR(S)

SHOULD BE COORDINATED WITH 45 CES ENVIRONMENTAL TO ENSURE

THE 'RICE NESHAP' REQUIREMENTS ARE MET BEFORE THE SYSTEM IS

BROUGHT ON SITE.

4. GENERATOR WILL BE PLACED ON THE EXISTING PAD. NO NEW

IMPERVIOUS SURFACES WILL BE CREATED BY THIS PROJECT.

FLAG NOTES:

1. PROVIDE NEW 250 KW GENERATOR. CIRCUIT BREAKER SHALL BE PROVIDED

WITH NEW GENERATOR. BASIS OF DESIGN IS CUMMINS 250DQDAA.

2. PROVIDE NEW UNDERGROUND CONDUCTORS FROM EXISTING 'ATS', INSIDE

BUILDING, TO CIRCUIT BREAKER IN NEW GENERATOR. INSTALLATION OF

NEW UNDERGROUND CONDUCTOR SHALL AVOID EXISTING COUNTERPOISE.

REFER TO SINGLE-LINE DIAGRAM ON SHEET E-602 FOR ADDITIONAL

INFORMATION.

3. TRANSITION FROM UNDERGROUND ELECTRICAL (UGE) CONDUIT TO ABOVE

GROUND ELECTRICAL CONDUIT. PROVIDE PIPE SUPPORTS AS REQUIRED TO

RAISE CONDUIT ABOVE EXISTING CONCRETE SLAB.

4. PARTIAL EXISTING COUNTERPOISE, GROUNDING TEST WELL AND GROUND

ROD SHOWN FOR REFERENCE.

5. PROVIDE #2/0 BARE COPPER GROUNDING CONDUCTOR FROM EXISTING

GROUND ROD AND BOND TO FRAME OF NEW GENERATOR. CONTRACTOR

SHALL PERFORM A 'GROUND TEST' PRIOR TO REUSE OF EXISTING GROUND

ROD. TEST PER SPEC SECTION 26 20 00 INTERIOR DISTRIBUTION SYSTEM.

6. EXISTING AUTOMATIC TRANSFER SWITCH (ATS) SHALL REMAIN. PROVIDE (2)

#14, #14 GND IN 1" UG CONDUIT TO NEW GENERATOR FOR START SIGNAL.

UTILIZE EXISTING PATCHED WALL PENETRATION NEXT TO 'ATS' NEAR

FLOOR. PROVIDE FIRESTOP, OR EQUAL, TO SEAL PENETRATION. PATCH

AND PAINT TO MATCH EXISTING EXTERIOR FINISH.

7. EXISTING FUEL TANK SHALL REMAIN.

8. PROVIDE NEW FUEL PIPING AND SUPPORTS AS REQUIRED TO EXTEND

EXISTING PIPING TO THE NEW GENERATOR. PIPING SHOWN IS

DIAGRAMMATIC. FUEL CONNECTION POINTS AND INSTALLATION SHALL BE

COORDINATED WITH GENERATOR MANUFACTURER'S REQUIREMENTS.

FIELD ROUTE PIPING TO MEET MANUFACTURER'S REQUIREMENTS.

9. PROVIDE (2) #12, #12 GND IN 1" UG CONDUIT TO NEW GENERATOR. UTILIZE

EXISTING PATCHED WALL PENETRATION NEXT TO 'ATS' NEAR FLOOR. NEW

UG CONDUIT SHALL BE SHARED WITH BATTERY CHARGER. CONNECT

GENERATOR JACKET/BLOCK HEATER TO CIRCUIT RETAINED IN EXISTING

PANEL 'LP'.

10. PROVIDE (2) #12, #12 GND IN 1" UG CONDUIT; SHARED WITH JACKET/BLOCK

HEATER. CONNECT GENERATOR BATTERY CHARGER TO CIRCUIT RETAINED

IN EXISTING PANEL 'LP'.

11. REROUTE/EXTEND EXISTING 4" CONDUIT TO NEW GENERATOR. NO NEW

WALL PENETRATION IS REQUIRED.

12. EXISTING POWERWARE UPS 9390-160. PROGRAM UPS FOR 0% BATTERY

CHARGING WHEN GENERATOR IS RUNNING.

SCALE:

ELECTRICAL PLAN - SITE 50225 - NEW CONSTRUCTION

1/4" = 1'-0"

E-502

10 11

12 5

E-502

SCALE:

GROUND ROD DETAIL

NONE

E-101

'CADWELD' TYPE

EXOTHERMIC WELD, TYPICAL

3/4" x 20' CU CLAD

STEEL GND RODS

MINIMUM OF 2

#2/0 BSD CU GROUNDING

CONDUCTOR - MIN 24" BFG

#2/0 BSD CU TO EQPM GND

BUS OR GENERATOR FRAME

TYPICAL

G G

G

G

GG

G

24"

TYP ALL

SIDES

3/4" x 20' CU CLAD

STEEL GND ROD

G G

L

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SOD

E-501

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IDENTIFICATION

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C

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SCALE:

SECTION

NONE

A

SCALE:

TYPICAL PAD MOUNTED EQPM GROUNDING DETAIL

NONE

E-101

#2/0 BSD CU GND

CONDUCTOR

'CADWELD' TYPE

EXOTHERMIC WELD

8"

3'-0" +/-

TYPICAL TIE-DOWN PER

MANUFACTURERS

RECOMMENDATION

12"

MIN

FINISHED GRADE

SCALE:

TYPICAL CONCRETE SLAB DETAIL

NONE

E-101

3/4" CHAMFER

TYPICAL ALL SIDES 4 x 4-W 2.9 x W 2.9 W W F

2 LAYERS; (1) TOP, (1) BOTTOM

CONDUIT STUB-UPS PER

MANUFACTURERS

RECOMMENDATION

TYPICAL GROUND CABLE

STUB-UP (MINIMUM OF 2

REQUIRED)

SCREW ANCHORS DEEPER INTO

GROUND FOR EYE TO PROJECT

JUST ABOVE NEW SLAB HEIGHT

12" COMPACTED BACKFILL

4 x 4 - W2.9 x W2.9 WWF

A

LIMIT OF EXCAVATION LEVEL

TIE DOWN STRAPS OR FASTENERS PER

MANUFACTURERS RECOMMENDATION

6"

3" CLR

CONSTRUCTION NOTES:

1. EXCAVATE EXISTING SOIL MATERIAL TO ELEVATION SHOWN.

2. COMPACT TOP 12" OF SUB-GRADE TO 95% OF MAXIMUM DENSITY

OBTAINED BY THE MODIFIED PROCTOR METHOD 'B' OR 'D'.

3. SOIL TESTING SERVICE TO SAMPLE AND DETERMINE WHETHER

EXCAVATED MATERIAL IS ACCEPTABLE BACKFILL.

4. PLACE BACKFILL MATERIAL AND COMPACT GRADE UNDER PAD TO 98%

MODIFIED PROCTOR DENSITY. BACKFILL PAD PERIMETER AT 4:1 SLOPE

TO EXISTING GRADE.

5. GRADE AND COMPACT ADJACENT AREAS FOR SMOOTH FINISHED

SURFACE. PLACE TOPSOIL BLEND OVER FINISHED AREAS AND COVER

WITH ARGENTINE BAHIA SOD.

6. CONCRETE PAD SHALL BE LIMITED TO 62.1 SQUARE FEET MAXIMUM.

STRUCTURAL NOTES:

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000

PSI AT 28 DAYS.

2. JOINT SEALANT MATERIAL SHALL CONFORM TO ASTM D 1850 AND BE

USED TO SEAL ALL SAWED JOINTS.

3. MOISTURE BARRIER, 6 MIL POLYETHYLENE FILM, SHALL BE INSTALLED

UNDER ALL CONCRETE SLABS/FOUNDATIONS ON GRADE.

ELECTRICAL NOTES:

1. NEW #2/0 BARE COPPER CONDUCTORS SHALL BE BONDED TO THE

EQUIPMENT SUPPORT STRUCTURES AND THE NEW GENERATOR FRAME.

2. GROUND CONNECTION BELOW GRADE SHALL BE EXOTHERMIC WELD

TYPE. ABOVE GROUND CONNECTIONS SHALL BE BOLTED TERMINAL OR

CLAMP TYPE.

3. TOP OF GROUND RODS SHALL BE 24" BELOW GRADE. TEST AND RECORD

RESISTANCE OF EACH GROUND ROD PRIOR TO CONNECTING CABLES.

TEST PER SPEC SECTION 26 20 00 INTERIOR DISTRIBUTION SYSTEM.

EARTH

VAPOR BARRIER

CONDUIT STUB-UPS PER

MANUFACTURERS RECOMMENDATION

ALL SIDES OF CONCRETE PAD

SHALL BE 6" LARGER THAN

GENERATOR

THICKENED EDGES ALL

SIDES WITH #4 HOOK BARS

& (2) #4 CONTINUOUS BARS

FINISHED GRADE

G

GROUND CABLE

STUB-UP, TYPICAL

H

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IDENTIFICATION

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An O ne id a N at io n Co m pa ny

D B

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SCALE:

FOR PARKING LOTS & DRIVEWAYS

NONE

E-101

TYPICAL PAVEMENT RESTORATION

EXISTING

ASPHALT

SURFACE

TACK

COAT

VARIES

9"

MIN

VARIES

12"

MIN

12"

MIN

VARIES

12"

7" MIN

12"

7" MIN

ID

FLAG NOTES:

1. ASPHALT SHALL BE ASPHALTIC CONCRETE SUPERPAVE SP-12.5;

CONCRETE SHALL BE 3000 PSI MINIMUM.

2. A SLOPE OF 2:1 RATIO SHALL BE USED ONLY WHEN SOIL CONDITIONS DO

NOT ALLOW VERTICAL TRENCHING.

3. COMPACTED SUB-BASE MATERIAL SHALL BE FREE OF ASPHALT, LARGE

ROCKS (1-1/2" DIAMETER MAXIMUM), WOOD, ROOTS AND OTHER ORGANIC

MATTER.

4. NEW ASPHALT SURFACE SHALL BE MINIMUM OF 2" THICKNESS, OR SHALL

MATCH EXISTING THICKNESS FOR CONCRETE PAVEMENT.

5. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR

BELL SECTION OF PIPE.

6. PROVIDE 12" OF COMPACTED SUB-BASE MATERIAL BENEATH THE

HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. THIS COMPACTION

APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE

PIPE AND ABOVE ANY BEDDING REQUIRED. COMPACTION SHALL BE DONE

IN 3" LAYERS. BACKFILL SHALL BE COMPACTED TO 98% MAXIMUM

DENSITY UNDER ROADS, CURB AND GUTTER, OR 98% MAXIMUM DENSITY

IN SHOULDERS AND OUTSIDE ROAD RIGHT OF WAY. MAXIMUM DENSITY

SHALL BE AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION

TEST, AASHTO T-180, EVERY 500'.

7. PROVIDE 9" OF LBR40 LIMEROCK UNDER ROADWAY. BASE MATERIAL

REPLACED OVER DITCH SHALL BE TWICE THE THICKNESS OF THE

ORIGINAL BASE, OR 12" MINIMUM.

8. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY

SAWED. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND

FEATHERED.

9. BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND

COMPOSITION AS THE MATERIALS REMOVED OR, EQUAL OR GREATER

STRUCTURAL ADEQUACY. BASE MATERIAL SHALL BE COMPACTED TO 98%

MAXIMUM DENSITY DETERMINED BY AASHTO T-180, EVERY 500'.

10. DETECTABLE TYPE MARKER TAPE WITH 0.35 MIL THICK METALLIC FOIL

CORE PLACED AT 12" BELOW FINISHED GRADE.

11. PROVIDE 316 STAINLESS STEEL UNISTRUT SUPPORT FRAME TO KEEP PIPE

AT 8", ON CENTER, ABOVE FINISHED CONCRETE.

UNDISTURBED

EARTH

1 6 9

SILT FLOW

18" MIN

FILTER FABRIC

ELEVATION

SECTION

EROSION CONTROL NOTES:

1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT

DEPOSITS SHALL BE REMOVED AND WASHOUTS/STRUCTURAL FAILURES SHALL BE

REPAIRED IMMEDIATELY.

2. TWO SILT FENCES SHALL BE ATTACHED BY PLACING THE END POST OF THE SECOND

FENCE INSIDE THE END POST OF THE FIRST FENCE. BOTH POSTS SHALL BE

ROTATED AT LEAST 180° IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH

THE FABRIC MATERIAL. DRIVE BOTH POSTS 18" INTO THE GROUND AND BURY FLAP.

3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN

STABILIZED.

WOOD POST @ 10' OC

MIN 1" x 2" x 3'

TRENCH MIN 4" x 4" BURY MIN 8" OF

FABRIC IN TRENCH

GEOTEXTILE SILT SCREEN

STAPLE TO POST

SCALE:

EROSION CONTROL MEASURES - SILT FENCE DETAIL

NONE

ED-101

E-101

FRONT VIEW

SCALE:

THRU-WALL CONDUIT PENETRATION DETAIL

NONE

E-101

E-102

A

SCALE:

SECTION

NONE

A

THRU-WALL PENETRATION NOTES:

1. EXISTING CMU WITH STUCCO FINISH EXTERIOR WALL.

2. WALL PENETRATING SLEEVE - EXTERIOR TO INTERIOR.

3. CONDUIT WITHIN WALL SLEEVE.

4. FLEXIBLE FIRESTOP SEALANT SURROUNDING WALL PENETRATING SLEEVE;

HILTI CP 606 OR EQUAL.

4 TYPICAL

SCALE:

PIPE MOUNTING DETAIL

NONE

E-102

316 STAINLESS

STEEL PIPE CLAMP

STAINLESS STEEL

CHANNEL

316 STAINLESS STEEL

3/8" DIAMETER x

4" LONG ANCHOR

TYPICAL STOP LOCK

8"

36"

100A ATS

3P

SCALE:

SINGLE-LINE DIAGRAM - SITE 54800 - EXISTING & NEW

NONE

SWBD 'MP' 2000A

480Y/277V, 3Ø, 4W

(4) #3, (1) #8 GND IN 1-1/4" C

G

20A 20A 350A 70A 30A

200A 125A 100A 350A 70A 30A 100A

PANEL 'EDP' 100A

480Y/277V, 3Ø, 4W

E-601

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O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

F n g i n e e r i n g I n c

L L

E N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

R E

P A

N

E R

A T

O R

S

C

C A

E T

PORTABLE

GENERATOR

NIC

G

EMERGENCY SERVICE GENERATOR

125KW, 480Y/277V, 3Ø, 4P, 4W, 0.8 PF

WEATHER PROOF ENCLOSURE WITH

BASE MOUNTED 274 GALLON FUEL TANK

MTS - ETR

ANN

CB

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ANY

FABRICATION OR CONSTRUCTION.

2. DEVICE LOCATIONS AND CONDUIT/CONDUCTOR ROUTING ARE

DIAGRAMMATIC AND MAY DIFFER FROM FIELD CONDITIONS.

FLAG NOTES:

1. DISCONNECT AND REMOVE EXISTING 50 KW GENERATOR. REMOTE

ANNUNCIATOR AND CIRCUIT BREAKER ARE INTEGRAL TO GENERATOR

BEING REMOVED.

2. DISCONNECT AND REMOVE EXISTING 100A, 480V, 3 POLE, 3Ø, 4 WIRE,

AUTOMATIC TRANSFER SWITCH (ATS) LOCATED IN ELECTRICAL ROOM

121A.

3. DISCONNECT AND REMOVE EXISTING BATTERY CHARGER LOCATED

ABOVE 'ATS' BEING REMOVED, IN ELECTRICAL ROOM 121A.

4. PROVIDE NEW 125 KW GENERATOR WITH SUB-BASE FUEL TANK.

CIRCUIT BREAKER AND REMOTE ANNUNCIATOR ARE INTEGRAL TO

NEW GENERATOR.

5. PROVIDE NEW 100A, 4-POLE AUTOMATIC TRANSFER SWITCH (ATS).

6. PROVIDE NEW GENERATOR BATTERY CHARGER. LOCATE IN

ELECTRICAL ROOM 121A. PROVIDE (2) #12, #12 GND IN 1" UG C;

CONDUIT SHARED WITH JACKET HEATER CIRCUIT.

7. PROVIDE (2) #14, #14 GND IN 1" UG C FOR 'ATS' START SIGNAL.

BATTERY

CHARGER

(4) #3, (1) #8 GND IN 1-1/4" C

SCALE:

SINGLE-LINE DIAGRAM - SITE 54800 - EXISTING & DEMO

NONE

160A ATS

4P

SWBD 'MP' 2000A

480Y/277V, 3Ø, 4W

(4) #1, (1) #6 GND IN 1-1/2" C

G

20A 20A 350A 70A 30A

200A 125A 100A 350A 70A 30A 100A

PANEL 'EDP' 100A

480Y/277V, 3Ø, 4W

PORTABLE

GENERATOR

NIC

G

MTS - ETR

CB

BATTERY

CHARGER

(4) #1, (1) #6 GND IN 1-1/2" C

(4) #1, (1) #6

GND IN 2" UG C

(4) #3, (1) #8 GND IN 1-1/4" C

E-602

G

B

O G

I A

T Z

I D

I S

L

C

O L E

M A

N

S I N

G L

E L

I N

E

D

I A

G R

I T

E

C

H

A R

T N

E T

T

D B

G

B

E A

R D

D B

C C

A F

S

F

L U

S A

F

T

H

C

I V

G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A

F

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

F n g i n e e r i n g I n c

L L

E N

E A

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

An O ne id a N at io n Co m pa ny

R E

P A

N

E R

A T

O R

S

C

C A

E T

ATS

600A

CCT3

SPARESPARE

SCALE:

SINGLE-LINE DIAGRAM - SITE 50225 - EXISTING, DEMO & NEW

NONE

FLAG NOTES:

1. DISCONNECT AND REMOVE EXISTING 180 KW GENERATOR. PROVIDE NEW

250 KW GENERATOR. CIRCUIT BREAKER IS INTEGRAL TO NEW

GENERATOR.

2. EXISTING CIRCUIT FROM 'UPS' TO AUTOMATIC TRANSFER SWITCH (ATS)

SHALL REMAIN. PROGRAM 'UPS' FOR 0% BATTERY CHARGING WHEN

GENERATOR IS RUNNING.

3. PROVIDE (2) #14, #14 GND IN 1" UG C FOR 'ATS' START SIGNAL.

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ANY

FABRICATION OR CONSTRUCTION.

2. DEVICE LOCATIONS AND CONDUIT/CONDUCTOR ROUTING ARE

DIAGRAMMATIC AND MAY DIFFER FROM FIELD CONDITIONS.

TO 20A BRKR

IN PANEL 'P1'

UPS 600A INPUT

BYPASS

DISTRIBUTION

SWITCHBOARD

UPS-1

POWERWARE

208-208V

TO 225A BRKR

IN PANEL 'LP'

30 KVA XFMR

208V - 480Y/277V

PNL

'PS'

BLDG

50210

300AT

400AF

IBC-L J-47

CABINET 1

IBC-L J-47

CABINET 2

RMP

BLDG

50211

OUTDOOR

ECB

UTILITY POWER

SOURCE

BATTERY

CONVERTER

RECTIFIER

FUSE

RIB1

600A

'NC'

MBP

600A

'NO'

MIS

600A

'NC'

STATIC

SWITCH

INVERTER

FUSE

PNL 'LP-1'

450A, 208Y/120V, 3Ø, 4W

450AT

600AF

100A 100A 225A 20A

(K1) (K5)

FUSE

(K3)

300A300A

DCM

SKRU

G

(8) #350, (1) #1/0 GND IN

EXISTING/EXTENDED 4" C