A01_SXHT 12-1092 Repair Emergency Power Electrical - 100 Drawings.pdf

TAXIW

AY B

200' X 4000'

TAXIWAY M

TAXIW

AY J

TAXIW

AY A

TAXIW

AY B

RUN-UP PAD

TAXIWAY D

290 HEADING TAXIWAY B

TAXIW

AY Z

TAXIWAY G

TAXIWAY L

RUNWAY 11/29 TAXIW

AY A

INSTRUM

ENT RUNW

AY 02/20

TRUE AZIM

UTH 199.94

TRUE AZIM

UTH 19.94

TAXIWAY M

200' X 9022' FIELD ELEV 8'

TAXIWAY E

TAXIW

AY B

TAXIWAY C

TAXIWAY C

ARM/DE-ARM &

T15

SOQ5

TBD

SOQ6

TBD

T7

Unknown

T968

SOQ2

SOQ4

TBD

PAV4

PAV5

PAV1

SOQ3

T13

T-Golon10

PAV9

T14

926926

TBD 932

PAV6

PAV8

10992

SOQ7

PAV2

T1619

T12

T6

10985

TBD

PB8

TBD

TBD

10990

10989

10991

SOQ1

TBD

ANT1

TBD

STATE R

O

AD

A1A

ACCESS ROAD

REDSTONE ROAD

RECREATION ROAD

U N

KN

O

W N

CONTROL ROAD

UNKNOWN

CONTROL ROAD

UNKNOWN

U N

KN

O

W N

ACCESS ROAD

ACCESS ROAD

PEQUOT TRAIL

ACCESS R

OAD

FO

RE

CA

ST

L

AN

E

ATLAS AVENUE

FA

LC

O N

AV

EN

UE

SOUTH TECH ROAD

COUGAR RUN

SANDOLLAR COVE

ENDEAVOR ROAD

ACCESS ROAD

TI

TA

N

RO

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PORPOISE COVE

TU

SK

EG

EE

A

IR

M

EN

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RI

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UN

KN

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SP

AC

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IF

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AV

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O M

AL

LE

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DR

ACCESS ROAD

NORTH DRIVE

N C

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LU

B SO

U

TH

PAR

KIN

G

UTE TRAIL

SEQUOIA TRAIL

JAGUAR AVENUE

DUSKY RUN

PHARMACY DRIVE

ACCESS ROAD

PANTHER RUN

DE

LT

A

DR

IV

E

SHOSHONI TRAIL

C

AN

IN

E

D R

IV

E

JUPITER STREET

ACCESS ROAD THUNDER LANE

THOR STREET

EDWARD H. WHITE II

JUPITER STREET

CHALLENGER STREET

MATADOR STREET

BREAKERS LANE

PERSHING PLACE

RE

SC

UE

R

O

AD

RELAY STATION ROAD

MACE ROAD

SATURN ROAD

6TH HOLE SUNSET BLVD

GR

EE

NS

KE

EP

ER

L

AN

E

STATE ROAD 404

STATE ROAD 404 (ONRAMP)

AC

C

ES

S

R O

AD

AC

C

ESS R

O

AD

H

ABITAT R

U N

C O

N

TR

O L

R O

AD

RI

VE

RS

ID

E

TR

AI

L

R

IVER

SID

E TR

AIL

UNKNOWN

UN

KN

O W

N

SO

U

TH

P

AT

R

IC

K

D R

IV

E

ACCESS ROAD

ACCESS ROAD

SCHOOL AVENUE

SC

H

O O

L AVEN

U

E

ARAPAHO

TRAIL

ANGEL

FISHCOVE

C O

N

TR

O L

R O

AD

C

O N

TR

O

L R

O

AD

CHICKASAW

TRAIL

CHOCKTAW

TRAIL

W

ES

T

TE

C H

R O

AD

JUPITER STREET

M

AINTENANCE ROAD

COYOTE RUN

COYOTE RUN

R

EEF

C O

U R

T

ACCESS ROAD

SEQ

U

O

IA

TR

AIL

IROQUIS TRAIL

IROQUIS TRAIL

BEAR RUN

BEAR RUN

ALLIGATOR RUN

ALLIGATOR RUN

U N

KN

O

W N

MINUTEMAN STREET

RE

SC

UE

R

O

AD

R

ES

C U

E R

O

AD

R

EE

F C

O U

R T

UNKNOWN

CONTROL ROAD

CONTROL ROAD

SO

U

TH

P

AT

R

IC

K

D R

IV

E

SO

U

TH

PATR

IC

K D

R

IVE

ANVIL ROAD

ACCCESS ROAD

RESCUE ROAD

R

ES

C U

E R

O

AD

CHEROKEE

TRAIL

AC

C

ES

S

R O

AD

AC

C

ES

S

R O

AD

AC

CE

SS

R

O

AD

AC

C

ES

S

R O

AD

U N

KN

O

W N

CONTROL ROAD

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A P P R O V E D

SXHT 12-1092

REPAIR EMERGENCY POWER

SFS FAC 1319

S.R. A1A

PINEDA CAUSEWAY SOUTH GATE

(PERSONNEL ONLY)

TRUCK DELIVERY ONLY

EAST GATE (PERSONNEL ONLY)

BUILDING 535-45TH CES

BUILDING 423-CONTRACTING OFFICER

TALLAHASSEE

JACKSONVILLE

ORLANDO

TAMPA PATRICK SPACE FORCE BASE

MIAMI

ATLANTIC OCEAN

GOLF COURSE

BANANA RIVER

STATE OF FLORIDA

SCALE: N.T.S.

X

SCALE:

LOCATION MAP

NONETRUE

NORTH

N

SCALE:

PROJECT LOCATION

NONETRUE

NORTH

N

PROJECT LOCATION

PATRICK SPACE FORCE BASE (PSFB)

FLORIDA

PERMIT(S)/ENVIRONMENTAL AND SLD 45 ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

SLD 45 RISK ASSESSMENT

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIEDHAZARDOUS MATERIALS

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.

X X X X

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS, AND LEGEND

E-002 CIVIL NOTES

ED-101 ELECTRICAL DEMOLITION SITE PLAN

E-102 ELECTRICAL INSTALLATION SITE PLAN

ED-401 ENLARGED ELECTRICAL DEMOLITION PLAN - ROOM 104

E-402 ENLARGED ELECTRICAL INSTALLATION PLAN - ROOM 104

E-501 DETAILS

E-601 SINGLE LINE DEMOLITION DIAGRAM

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N P

SF

B, F L

C O

N

TR

AC

T

N O

FA

-1 8D

-0

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

EE

R

IN

G

SE

R

VI

C

ES

D

EL

IV

ER

Y N

O rh od es b rit o A

R

C

H

I T

E

S

AA

N

EL

SO

N

EN

G

IN

EE

R

IN

G

SX

H

T

-1

R

EP

AI

R

E M

ER

G

EN

C

Y

PO

W

ER

S

FS

F

AC

SX

H T

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B.

T

O N

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D

IT

EN

G O

J.

L

O N

G

SH

O R

E

G-001

C O

VE

R

S H

EE

T

/2

1/

ELECTRICAL SYMBOL LEGEND:

SINGLE LINE DIAGRAM LEGEND:

DEMOLITION

EXISTING LV UNDERGROUND ELECTRICAL CONDUIT

NEW LV UNDERGROUND ELECTRICAL CONDUIT

NEW LV SURFACE MOUNTED ELECTRICAL CONDUIT

1. FURNISH, INSTALL, AND PROVIDE ARE ALL DEFINED TO INCLUDE ALL NECESSARY

MATERIAL AND INSTALLATION TO BE PROVIDED BY THE CONTRACTOR. REPLACE IS

DEFINED AS REMOVE EXISTING AND FURNISH NEW AS INDICATED. ALL INSTALLATION,

SERVICES, AND MATERIALS ARE TO BE PROVIDED BY THE CONTRACTOR UNLESS

SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT AND CONSTRUCTION

DOCUMENTS.

2. ALL ELECTRICAL CONSTRUCTION/INSTALLATION MUST BE IN ACCORDANCE WITH

CODES AND STANDARDS LISTED ON THIS SHEET.

3. THE CONTRACTOR MUST REQUEST POWER OUTAGES AT LEAST 30 BUSINESS DAYS

PRIOR TO THE NEED DATE. THE CONTRACTOR IS ADVISED THAT OUTAGES MAY NOT BE

APPROVED OR EXECUTED DUE TO CRITICAL OPERATIONS OR ADVERSE WEATHER. THE

CONTRACTOR MUST REGULARLY COORDINATE WITH THE GOVERNMENT'S INSPECTOR

REGARDING OUTAGE DATE RESTRICTIONS.

4. EXISTING PHASE ROTATION MUST BE MAINTAINED. THE CONTRACTOR WILL TEST AND

RECORD EXISTING LOAD PHASE ROTATION PRIOR TO THE EQUIPMENT REPLACEMENT

OUTAGE. THESE TEST RESULTS INDICATING TEST LOCATION, TEST EQUIPMENT AND ITS

CONNECTION MUST BE WITNESSED BY AND RESULTS PROVIDED TO THE GOVERNMENT.

ALL EXISTING CABLES TO BE REUSED MUST BE LABELED FOR PHASE AND SOURCE

DURING THE REPLACEMENT PROCESS.

5. EQUIPMENT DIMENSIONS, CONCRETE PAD DIMENSIONS, AND CONDUIT STUB-UP

LOCATIONS ARE APPROXIMATE AND ARE TO BE VERIFIED AGAINST APPROVED SHOP

SUBMITTALS WITH THE REQUIRED DIMENSIONAL DATA. NO FIELD WORK WILL

COMMENCE UNTIL THE APPROVED SHOP SUBMITTAL DIMENSIONAL DATA IS AVAILABLE.

6. PLAN DIMENSIONS ARE APPROXIMATE. CONTRACTOR MUST VERIFY DIMENSIONS AT

THE SITE PRIOR TO ORDERING MATERIALS.

7. CONDUIT AND CABLE ROUTINGS ARE APPROXIMATE. ACTUAL ROUTING WILL ACCOUNT

FOR FIELD CONDITIONS AND BE DETERMINED BY THE CONTRACTOR.

8. CAP OR SEAL ALL UNUSED DUCTS AND ENCLOSURE OPENINGS WITH A CAP, COVER, OR

PLUG DESIGNED FOR THE PURPOSE.

9. ALL NEW CONDUITS BELOW GRADE MUST BE PVC SCHEDULE 80. ALL NEW CONDUITS

ABOVE GRADE MUST BE HOT-DIPPED GALVANIZED RIGID STEEL UNLESS OTHERWISE

NOTED. TRANSITIONS FROM BELOW GRADE TO ABOVE GRADE CONDUITS MUST BE

MADE USING PVC TO RIGID STEEL TRANSITION ELBOWS. ENSURE ALL METALLIC

CONDUIT IN DIRECT CONTACT WITH EARTH OR CONCRETE IS PROTECTED FROM

CORROSION USING BITUMINOUS TAPE, COATING OR OTHER APPROVED METHOD FOR A

MINIMUM OF 6-INCHES ABOVE GRADE.

10. SEAL ALL WALL PENETRATIONS WITH UL RATED FIRE SYSTEM, 2-HOUR MINIMUM FIRE

RATING.

11. INSTALL GROUNDING CONDUCTORS IN ALL CONDUITS AND ENSURE ALL METAL

CONDUIT IS GROUNDED PER NEC 250. PROVIDE BARE GROUNDING CONDUCTORS IN

PVC CONDUIT AND BOND ALL METAL ENCLOSURES TO ALL INCOMING GROUNDING

CONDUCTORS.

12. ALL STEEL MATERIALS MUST BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.

DO NOT ALLOW GALVANICALLY INCOMPATIBLE STAINLESS STEEL, AND MILD STEEL TO

CONTACT ONE ANOTHER. ALL NEW METAL STRUCTURES MUST BE DIRECTLY

CONNECTED TO EARTH COUNTERPOISE GROUND.

13. IT IS THE RESPONSIBLY OF THE CONTRACTOR TO FULLY REVIEW THE PROJECT

DRAWINGS, SPECIFICATIONS, AND REQUIREMENTS PRIOR TO BID TO ENSURE ALL

REQUIRED EQUIPMENT AND MATERIALS REQUIRED TO SUCCESSFULLY COMPLETE THE

WORK ARE INCLUDED IN THEIR BID.

14. LABEL ALL NEW EQUIPMENT AND ALL EXISTING EQUIPMENT DIRECTLY CONNECTED TO

NEW EQUIPMENT TO REFLECT FINAL CONFIGURATION. PRESERVE AND RE-USE

EXISTING TRANSFORMER MEDIUM VOLTAGE CABLE TAGS.

15. THE GOVERNMENT RESERVES THE RIGHT TO WITNESS FIELD TESTING. PROVIDE

THREE WORK-DAY NOTICE FOR ALL NETA AND VENDOR TESTING.

16. ALL UNGROUNDED LOW VOLTAGE CONDUCTORS MUST BE INDIVIDUALLY INSULATION

RESISTANCE TESTED WITH TEST RESULTS PROVIDED TO THE GOVERNMENT. REUSED

CONDUCTORS MUST BE TESTED UPON DE-ENERGIZINGAND PRIOR TO RE-ENERGIZING.

NEW CONDUCTORS MUST BE TESTED PRIOR TO ENERGIZING.

17. ENERGIZING OF NEW EQUIPMENT WILL BE BY THE FOLLOWING GENERAL PROCESS

WHICH REQUIRES CONTRACTOR PARTICIPATION:

A. SUBMITTAL AND APPROVAL OF FIELD TEST REPORTS.

B. COMPLETION OF PUNCH LIST ITEMS AFTER A FINAL INSPECTION WITH THE

GOVERNMENT THAT INCLUDES DE-ENERGIZED INSPECTION TO ENABLE OPENING

OF EQUIPMENT BY GOVERNMENT PERSONNEL AND INSPECTION OF ALL CABLES,

TERMINATIONS, AND OTHER INTERNAL EQUIPMENT INSTALLATIONS.

C. GROUND REMOVAL, LOCKOUT/TAG-OUT REMOVAL, AND RETURN OF WORK PERMIT.

D. GOVERNMENT SWITCHING TO ENERGIZE EQUIPMENT. CONTRACTOR TO PERFORM

PHASE ROTATION CHECKS AT LOADS SUPPLIED BY NEW EQUIPMENT. IF PHASE

ROTATION IS INCORRECT THE GOVERNMENT WILL DE-ENERGIZE THE EQUIPMENT,

AND THE CONTRACTOR IS TO LOCKOUT/TAG-OUT, VERIFIED DE-ENERGIZED AND

ADJUST CABLE TERMINATIONS AND LABELING AS REQUIRED.

18. REPAIR DAMAGE TO ALL GALVANIZED COATINGS CAUSED BY HANDLING,

TRANSPORTING, CUTTING, THREADING, WELDING, OR BOLTING. MAKE REPAIRS IN

ACCORDANCE WITH ASTM A780/A780M, ZINC RICH PAINT.

19. REPAIR DAMAGE TO PVC/PAINT COATINGS CAUSED BY HANDLING, TRANSPORTING,

CUTTING, THREADING, WELDING, OR BOLTING.

20. PAINT ALL EXTERIOR CONDUITS TO MATCH BUILDING FINISH, IN ACCORDANCE WITH

PSFB EXTERIOR COATINGS STANDARDS.

ELECTRICAL GENERAL NOTES:

3-1/C THREE SINGLE CONDUCTOR CABLES

A AMPERE

AF AIR FORCE

AFF ABOVE FINISHED FLOOR

AFI AIR FORCE INSTRUCTION

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

CBL CABLE

CCSFS CAPE CANAVERAL SPACE FORCE STATION

CKT CIRCUIT

COMM COMMUNICATION

CTRL CONTROL

CU COPPER

D/S DISCONNECT SWITCH

ECB ENCLOSED CIRCUIT BREAKER

EMT ELECTRO METALLIC TUBING

EPR ETHYLENE-PROPYLENE RUBBER

ETR EXISTING TO REMAIN

GND GROUND

HZ HERTZ

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

KAIC THOUSAND AMPS INTERRUPTING CURRENT

KCMIL THOUSAND CIRCULAR MILLS

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

LF LINEAR FEET

LGT LIGHTING

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MV MEDIUM VOLTAGE

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NTS NOT TO SCALE

OSHA OCCUPATIONAL SAFETY AND HEALTH ORGANIZATION

P POLE

PH PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RGS RIGID GALVANIZED STEEL

SCH SCHEDULE

SE SERVICE ENTRANCE

SST STAINLESS STEEL

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UG UNDERGROUND

UL UNDERWRITER'S LABORATORIES

V VOLT

VAC VOLTS ALTERNATING CURRENT

W WATT

XFMR TRANSFORMER

ABBREVIATIONS:

EQUIPMENT LABELING:

1. SUPPLY AND INSTALL MELAMINE PLASTIC LABELS SHOWN BELOW AND IN

ACCORDANCE WITH SPECIFICATION 26 05 00.00 40.

2. PROVIDE LABELS WITH A BLACK BACKGROUND AND WHITE LETTERS.

3. AFFIX TO EQUIPMENT VIA SCREWS.

4. LABEL EXAMPLES BY EQUIPMENT TYPE SHOWN BELOW.

ATS

208/120VAC

800A

FED FROM

XFMR T1319

TRANSFORMER

CODES AND STANDARDS:

NFPA 70 NATIONAL ELECTRICAL CODE, 2024

NFPA 70E STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE, 2024

UFC 3-501-01 UNIFIED FACILITIES CRITERIA, ELECTRICAL ENGINEERING, WITH CHANGE 1, 2019

UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS, WITH CHANGE 1, 2021

UFC 3-550-01 EXTERIOR ELECTRICAL POWER DISTRIBUTION, WITH CHANGE 3, 2019

AFMAN 32-1062 AIR FORCE MANUAL, ELECTRICAL SYSTEMS, POWER PLANTS AND GENERATORS, 2020

PSFB STANDARDS ELECTRICAL STANDARDS, 2022

G

1. DE-ENERGIZE ALL ITEMS TO BE DEMOLISHED OR REMOVED. PERFORM

LOCKOUT/TAGOUT IN ACCORDANCE WITH OSHA 29 CFR 1910.147 AND NFPA 70E.

2. CONTRACTOR WILL TAKE NECESSARY PRECAUTIONS AND PROVIDE PROTECTION AS

REQUIRED TO PRESERVE CONDITION OF EXISTING UTILITIES, EQUIPMENT,

FURNISHINGS, AND SURFACES NOT INDICATED FOR REMOVAL. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO WORK AROUND THE EXISTING CONDITIONS TO

ACCOMPLISH THE WORK.

3. PATCH AND REPAIR ALL HOLES AND DAMAGE CAUSED BY DEMOLITION TO MATCH

EXISTING FINISHES.

4. SEAL ALL HOLES IN ELECTRICAL ENCLOSURES AND RACEWAYS WITH CAP OR PLUG

DESIGNED AND LISTED FOR THE PURPOSE.

GENERAL NOTES - DEMOLITION:

C-501 B

SYMBOLS:

B A

DETAIL BUBBLE

DETAIL REFERENCE NUMBER

DRAWING WHERE DETAIL IS SHOWN/REFERENCED

DETAIL SYMBOL:

A = IDENTIFYING NUMBER

B = SHEET WHERE SECTION IS SHOWN

FLAG NOTE

UGE UGE

UGE UGE

OHOH

CONDITION

NAME VOLTAGE

AMP

INTERRUPT CURRENT

PANELBOARD OR SWITCHBOARD

XXXAF

XXXAT

CIRCUIT BREAKER

XXXAF: FRAME AMPERAGE

XXXAT: TRIP AMPERAGE

STAND-BY-GENERATOR

FEMALE CAM LOCK

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N P

SF

B, F L

C O

N

TR

AC

T

N O

FA

-1 8D

-0

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

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R

IN

G

SE

R

VI

C

ES

D

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IV

ER

Y N

O rh od es b rit

N

EL

SO

N

EN

G

IN

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R

IN

G

SX

H

T

-1

R

EP

AI

R

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ER

G

EN

C

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PO

W

ER

S

FS

F

AC

SX

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M

AR

KS

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D

IT

EN

G O

P.

T

ET

EN

E-001

EL

EC

TR

IC

AL

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S, A

BB

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TI

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EG

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D

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SEQUENCE OF CONSTRUCTION GENERAL NOTES:

1. CONTRACTOR WILL BASE THEIR BID ON THE FOLLOWING SEQUENCE OF

CONSTRUCTION. CONTRACTOR RECOMMENDED CHANGES TO THE SEQUENCE OF

CONSTRUCTION WILL BE CONSIDERED BY THE GOVERNMENT USING THE DEVIATION

WAIVER PROCESS AFTER CONTRACT AWARD.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION SCHEDULING

AND PROGRESS WITH THE GOVERNMENT IN ACCORDANCE WITH THE SEQUENCE OF

CONSTRUCTION. CONTRACTOR WILL NOT BE PERMITTED TO PROGRESS TO THE NEXT

STEP IN THE SEQUENCE UNTIL ALL WORK ASSOCIATED WITH THE COMPLETED STEP

IS INSPECTED AND APPROVED BY THE GOVERNMENT OR WRITTEN GOVERNMENT

APPROVAL TO PROCEED IS OBTAINED.

3. THE GOVERNMENT PROVIDES POWER SWITCHING TO ALL POWER EQUIPMENT THAT IS

CONNECTED TO FACILITY LOADS BEING USED BY THE GOVERNMENT. REFERENCE

GENERAL NOTES ON SHEET E-001 FOR REQUIRED CONTRACTOR SUPPORT TO BE

PROVIDED DURING GOVERNMENT PROVIDED SWITCHING AND LOCKOUT/TAG-OUT

OPERATIONS.

4. CONTRACTOR WILL PLAN ALL WORK AND PROVIDE ADDITIONAL LABOR, EXTEND

SHIFTS, AND WORK NON-STANDARD HOURS IF REQUIRED AT NO ADDITIONAL COST TO

THE GOVERNMENT TO ENSURE THE FACILITY REMAINS FULLY OPERATIONAL DURING

BUSINESS HOURS.

SEQUENCE OF CONSTRUCTION:

1. COMPLETE, SUBMIT, AND OBTAIN GOVERNMENT APPROVAL ON SHOP DRAWING

SUBMITTALS FOR LONG LEAD MATERIALS.

2. PROCURE LONG LEAD MATERIALS AFTER OBTAINING GOVERNMENT APPROVAL. LONG

LEAD MATERIALS INCLUDE BUT ARE NOT LIMITED TO:

A. NEW 800A AUTOMATIC TRANSFER SWITCH.

B. NEW 800A ENCLOSED CIRCUIT BREAKER.

3. COMPLETE, SUBMIT, AND OBTAIN GOVERNMENT APPROVAL ON COORDINATION SHOP

DRAWING INCLUDING EQUIPMENT DIMENSIONS AND LOCATIONS, CONDUIT ROUTING,

AND SUPPORT STRUCTURES.

4. DURING AN OUTAGE TO SWITCHBOARD MDP:

A. DEMOLISH ATS LOAD CONDUCTORS BACK TO SWITCHBOARD EDP1 IN

ADJACENT UPS ROOM. CUT, CAP AND SEAL THE CONDUITS AT THE FLOOR AND

ABANDON IN PLACE.

B. DEMOLISH ATS NORMAL SOURCE CONDUCTORS BACK TO 600A BREAKER

WITHIN SWITCHBOARD MDP. CAP AND SEAL THE CONDUITS AT THE FLOOR AND

ABANDON IN PLACE.

C. DEMOLISH ATS NORMAL SOURCE CONDUCTORS FROM GENERATOR.

D. INSTALL NEW OVERHEAD POWER CIRCUIT FROM THE NOW SPARE 600A

BREAKER IN SWITCHBOARD MDP TO SWITCHBOARD EDP1. INSTALL CONDUIT

PENETRATION IN INTERIOR WALL TO UPS ROOM AND ROUTE CONDUITS TO

SWITCHBOARD EDP1.

5. DEMOLISH EXISTING 600A, 208/120VAC, 3-POLE, NEMA 1, AUTOMATIC TRANSFER

SWITCH. RETAIN EXISTING GENERATOR CONTROL CIRCUITS FUTURE RECONNECTION

TO NEW ATS.

6. COMPLETE NEW INSTALLATION WORK WITHOUT DISRUPTION TO FACILITY

OPERATIONS:

A. INSTALL NEW 800A, 240VAC, 35KAIC MINIMUM, 3-POLE, SERVICE ENTRANCE

RATED ENCLOSED CIRCUIT BREAKER WITH NEMA 4X RATED STAINLESS STEEL

ENCLOSURE. MOUNT NEW ECB TO FIELD FABRICATED STAINLESS STEEL

STRUT FRAME.

B. INSTALL NEW 800A, 208/120VAC, 4-POLE, BYPASS ISOLATION, NEMA 1,

AUTOMATIC TRANSFER SWITCH. RE-CONNECT RETAINED GENERATOR

CONTROL CIRCUITS.

C. INSTALL NEW OVERHEAD CIRCUIT FROM NEW ATS LOAD SIDE TERMINALS TO

SWITCHBOARD MDP MAIN BREAKER SECTION TO THE GREATEST EXTENT

PRACTICABLE WITHOUT DISRUPTION.

D. INSTALL NEW ATS NORMAL SOURCE POWER CIRCUIT FROM NEW ECB TO NEW

ATS. INSTALL NEW JUNCTION BOX ON BUILDING EXTERIOR WHERE

UNDERGROUND CONDUITS TRANSITION ABOVE GRADE. SAWCUT EXISTING

CONCRETE AS REQUIRED TO INSTALL UNDERGROUND CONDUITS. REPAIR

CONCRETE AFTER CONDUIT INSTALLATION IS COMPLETE.

E. INSTALL NEW SUPPLY CIRCUIT FROM NEW ECB TO XFMR T1319 TO THE

GREATEST EXTENT PRACTICABLE WITHOUT DISRUPTION.

7. DURING AN OUTAGE TO SWITCHBOARD MDP AND XFMR T1319:

A. CONNECT ATS LOAD CIRCUIT TO SWITCHBOARD MDP MAIN BREAKER.

B. DEMOLISH SUPPLY CONDUCTORS FROM XFMR T1319 SECONDARY TO

SWITCHBOARD MDP. CAP AND SEAL EXISTING SUPPLY CONDUITS AT

TRANSFORMER SECONDARY SIDE COMPARTMENT. CAP AND SEAL EXISTING

INCOMING SUPPLY CONDUIT AT SWITCHBOARD MDP MAIN BREAKER CABINET.

C. CONNECT CONDUCTORS FROM NEW ECB TO XFMR T1319 SECONDARY.

1. FIELD CONNECTIONS TO BE WELDED OR BOLTED USING ASTM A325 HIGH STRENGTH BOLTS (A325 - X). USE E70XX ELECTRODES FOR ALL

WELDING.

2. ALL WELDING TO BE PERFORMED BY AN AWS CERTIFIED WELDERS AND CONFORM TO AWS D1.1/D1.1M STRUCTURAL WELDING CODE - STEEL, LATEST EDITION.

3. ALL BOLTS TO BE A325 HIGH STRENGTH; ALL NUTS MUST BE A563; AND ALL WASHERS TO BE F436. HOT DIP GALVANIZED ALL HARDWARE

COMPONENTS IN ACCORDANCE WITH ASTM A 153 TO G90 THICKNESS.

4. MINIMIZE THE USE OF DISSIMILAR METALS TO THE GREATEST EXTENT POSSIBLE. IF THE SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS DICTATE THE USE OF DISSIMILAR METALS, PROVIDE APPROPRIATE, EXTERIOR RATED, INSULATING BARRIERS BETWEEN THE INTERACTIVE

SURFACES OF THE DISSIMILAR METALS.

5. WITHIN THE AREA OF WORK, REPAIR EXISTING STEEL TO REMAIN BY PERFORMING CORROSION CONTROL AND APPLY COLD GALVANIZING

COMPOUND.

6. PROVIDE BASIS OF DESIGN ATKORE UNISTRUT COMPONENTS OR APPROVED EQUIVALENT FOR ALL STRUT ASSEMBLIES AND HARDWARE.

7. PROVIDE HDG STRUCTURAL COMPONENTS WITH ONE (1) COAT OF SHOP OR FIELD APPLIED CARBOLINE CARBOZINC11, OR APPROVED

EQUIVALENT, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

STRUCTURAL STEEL ABBREVIATIONS:

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

CEIE CIVIL AND INFRASTRUCTURE ENGINEERING

CES CIVIL ENGINEERING SERVICES

DIA DIAMETER

D/S DISCONNECT SWITCH

ETR EXISTING TO REMAIN

GOVT GOVERNMENT

IAW IN ACCORDANCE WITH

LF LINEAR FEET

MH MANHOLE

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PSFB PATRICK SPACE FORCE BASE

QTY QUANTITY

RFI REQUEST FOR INFORMATION

SF SQUARE FEET

TYP TYPICAL

USSF UNITED STATES SPACE FORCE

XFMR TRANSFORMER

UNLESS OTHERWISE SPECIFIED, ALL WORK TO BE PERFORMED CONSISTENT WITH THE RULES AND REQUIREMENTS OF THE FOLLOWING:

· PATRICK SPACE FORCE BASE

· ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

· FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

1. APPLY CIVIL NOTES TO ALL APPLICABLE PROJECT IMPROVEMENTS INCLUDING BUT NOT LIMITED TO DEMOLITION, EXCAVATION, TRENCHING,GRADING, DUCT BANKS, AND EQUIPMENT PADS.

2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES SHOWN ARE THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER UNKNOWN IMPROVEMENTS, SUCH AS UTILITIES, WHICH ARE WITHIN THE PROJECT AREA. VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS)

AFFECTING THE WORK.

3. NIGHT WORK FROM 1 MAY TO 31 OCTOBER BETWEEN 2100 AND 0600 HOURS, REQUIRES REVIEW AND APPROVAL OF A CONSTRUCTION LIGHT MANAGEMENT PLAN THROUGH CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT LEAST 65 DAYS PRIOR TO NIGHT WORK

COMMENCEMENT.

4. A WILDLIFE AND PRECONSTRUCTION SURVEY WILL BE CONDUCTED THROUGH 45 CES/CEIE AT A MINIMUM OF 30 DAYS PRIOR TO ANY DEMOLITION OR GROUND EXCAVATION. CONTACT 45 CES/CEIE THROUGH THE CONTRACTING OFFICER TO SCHEDULE THE SURVEY.

5. REQUEST UTILITY LOCATES AND OBTAIN A PSFB DIG PERMIT AF FORM 103 PRIOR TO CONSTRUCTION, IF REQUIRED.

6. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. CONTRACTOR TO NOTIFY THE CONTRACTING OFFICER OF ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TO CONFIRM THE ACCURACY OF ALL SURVEY AND OTHER GRADING DATA.

7. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED CONSTRUCTION TO AVOID OBSTACLES, AS

AGREED TO BY THE CONTRACTING OFFICER.

8. WORK THE SCOPE CONTAINED ON THE CIVIL DRAWINGS IN COORDINATION WITH ALL OTHER DISCIPLINES TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, BOLT SETTINGS, AND GRADES. CALL ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

9. REVIEW THESE DRAWINGS AND VISIT THE SITE BEFORE CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS TO WHAT IS SHOWN ON

THE DRAWINGS. IF THERE ARE VARIANCES, NOTIFY THE CONTRACTING OFFICER.

10. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS.

PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED BY SITE CONDITIONS AND FOR SAFE WORK

CONDITIONS.

11. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ORDERING ANY MATERIALS AND NOTIFY THE CONTRACTING OFFICER IF

DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

12. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CONSTRUED TO APPLY TO ANY SIMILAR SITUATION

ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

13. SCHEDULE A CONSTRUCTION COORDINATION MEETING WITH THE CONTRACTING OFFICER AND PROJECT STAKEHOLDERS TO REVIEW THE CONSTRUCTION SCHEDULE, CRITICAL MILESTONES AND OUTAGES AND REVIEW/CLARIFY REQUESTS FOR INFORMATION.

14. SUBMIT SHOP DRAWINGS WITH COORDINATED TRADES TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO THE START OF

CONSTRUCTION.

15. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE, NOTIFY THE CONTRACTING OFFICER, IN WRITING, AND ANY NECESSARY CHANGES TO BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN

THE WORK.

16. THE ACTS AND OMISSIONS OF CONTRACTOR EMPLOYEES AND ALL THEIR SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR IS THE RESPONSIBILITY OF THE CONTRACTOR.

17. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

18. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS OR MARKERS ARE DISTURBED, EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO RESET

OR REPLACE THEM.

19. MAKE ALL NECESSARY ARRANGEMENTS WITH THE U.S. SPACE FORCE, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND OTHER AGENCIES HAVING JURISDICTION OWNING OR CONTROLLING ROADWAYS, WATER, SEWER, GAS, ELECTRICAL, AND TELEPHONE SUCH AS PAVEMENTS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES THAT ARE ENCOUNTERED IN THE WORK SUCH THAT ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.

20. MAINTAIN ACCESS TO WORK AREA FOR OWNER, OWNER'S AGENT AND INSPECTOR OF APPLICABLE GOVERNMENT JURISDICTIONS AT ALL TIMES

AND PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND INSPECTION.

21. TAKE ALL PRECAUTIONS TO ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS, USE, THEFT, OR VANDALISM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF

SECURITY GUARDS.

22. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO DITCHES, STORMWATER PONDS, CANALS), INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO ENSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED.

23. AT ALL TIMES, USE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE USE OF EQUIPMENT OR MATERIALS AS PUBLISHED BY

MANUFACTURER.

24. COMPLY WITH ALL FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT RULES AND REGULATIONS. COMPLY WITH ANY AND ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH.

25. ENSURE ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE ITEMS USED IN THE WORK CONFORM TO APPLICABLE SAFETY CODES AND REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE MORE STRINGENT INTERPRETATION OR REGULATION GOVERNS. TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO:

A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT USED, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE CARE, CUSTODY OR

CONTROL OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS;

C. OTHER PROPERTY AT THE SITE OR ADJACENT TO IT, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND

UTILITIES NOT DESIGNATED FOR DEMOLITION DURING CONSTRUCTION.

26. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND ENVIRONMENTAL PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY OR

ENVIRONMENTAL REGULATIONS.

27. PROVIDE ADEQUATE PROTECTION FOR PARTS IN WORKPLACE AND ADJACENT AREAS THAT ARE SUBJECT TO DAMAGE DUE TO

CONSTRUCTION.PROTECTION OF PARTS IS AT THE COST OF THE CONTRACTOR.

28. FURNISH AND MAINTAIN ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES AT ALL POINTS WHERE CONVEYING EQUIPMENT

ENGAGED ON THE WORK REGULARLY ENTERS ONTO OR CROSSES TRAFFIC-CARRYING ROADS.

29. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND REQUIREMENTS. CONTACT SLD 45 ENVIRONMENTAL OFFICE IF HAZARDOUS MATERIALS ARE

DISCOVERED.

30. TAKE ALL THE PRECAUTIONS TO PREVENT THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY THEIR WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR MUST NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY IN ACCORDANCE WITH THE CONTRACTING OFFICER, AND TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ANY HAZARDOUS WASTE MATERIALS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.

31. UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING ANY HAZARDOUS MATERIAL FROM THE JOB SITE. BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR

THE COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS.

32. IN THE EVENT CONTRACTOR OR SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO CONTRACTING OFFICER IN WRITING.

33. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE," POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED BIPHENYLS, ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION.

34. BLASTING OPERATIONS CANNOT BE PERFORMED WITHOUT PRIOR APPROVAL OF THE INSTALLATION AIR PROGRAM MANAGER. THE USE OF SILICA SAND IS PROHIBITED IN SANDBLASTING. PROVIDE TARPAULIN DROP CLOTHS AND WINDSCREENS TO ENCLOSE ABRASIVE BLASTING OPERATIONS TO CONFINE AND COLLECT DUST, ABRASIVE AGENT, PAINT CHIPS, AND OTHER DEBRIS. PERFORM WORK INVOLVING REMOVAL OF HAZARDOUS MATERIAL IN ACCORDANCE WITH 29 CFR 1910. CONDUCT TCLP FOR ANY RCRA METALS PRIOR TO DEMOLITION. REFER TO

SPECIFICATION 01 57 19.

CIVIL GENERAL NOTES:

1. REMOVE ALL EXCAVATED MATERIAL AND CONSTRUCTION AND DEMOLITION DEBRIS FROM THE PROJECT SITE AND PROPERLY DISPOSE OF IN

ACCORDANCE WITH FEDERAL, STATE AND LOCAL REQUIREMENTS.

2. THE EROSION CONTROL MEASURES TO BE TAKEN IN CONFORMANCE WITH PATRICK SPACE FORCE BASE, FDEP, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, AND ANY OTHER LOCAL, STATE, OR FEDERAL AGENCIES HAVING JURISDICTION.

3. INSTALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION COMMENCEMENT.

4. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE CONTRACTOR FOR THIS PROJECT TO BE MADE FOLLOWING ASSESSMENT OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE CONTRACTING OFFICER AND APPROPRIATE AGENCIES. THE CONSTRUCTION SEQUENCING SHOULD BE THOUGHT OUT IN ADVANCE OF

INITIATION TO PROVIDE ADEQUATE PROTECTION OF WATER QUALITY.

5. THE TYPE OF EROSION CONTROL BARRIERS USED ARE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.

6. MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. SUCH DEVICES TO REMAIN UNTIL SUFFICIENT

GROUND COVER IS ESTABLISHED.

7. INSPECT THE SITE ROUTINELY AFTER RAINFALL EVENTS. CONTRACTOR TO ENSURE APPROPRIATE EQUIPMENT IS AVAILABLE AT THE SITE AT

ALL TIMES TO MAKE REPAIRS AS NECESSARY.

8. INSTALL TEMPORARY EROSION CONTROL BARRIERS IN COORDINATION WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE, AND CONTINUOUS CONTROL OF EROSION AND WATER

POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

9. STABILIZE EXPOSED SOILS AS SOON AS POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR SELECTING AND PROVIDING TEMPORARY AND

PERMANENT STABILIZATION METHODS.

10. INSTALL ENERGY DISSIPATERS, INCLUDING BUT NOT LIMITED TO RIP-RAP, GRAVEL, HAY BALES, VEGETATION OR GEOTEXTILES, AT THE

DISCHARGE POINT OF PIPES OR SWALES IF SCOURING IS OBSERVED.

11. CONSTRUCT ALL PROJECT FEATURES TO PREVENT EROSION AND SEDIMENTATION AND MAINTAIN THROUGHOUT THE LIFE OF CONSTRUCTION.

12. THROUGHOUT CONSTRUCTION, PERFORM ONGOING INSPECTIONS AND PERIODIC MAINTENANCE AND OFTEN AS NECESSARY TO ENSURE THAT THE ABOVE METHODS ARE WORKING SUITABLY, NEEDED AS OFTEN AS DAILY IF CONDITIONS SO WARRANT. MAINTAIN A WRITTEN RECORDED OF ALL EROSION CONTROL INSPECTIONS, INCIDENTS, AND MODIFICATIONS AND MAKE ALL RECORDS AVAILABLE UPON REQUEST OF THE

CONTRACTING OFFICER.

EROSION AND TURBIDITY CONTROL:

1. DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE FREE OF STANDING WATER AT THE TIME OF CONCRETE PLACEMENT. REFER TO

SPECIFICATIONS AND NOTIFY CONTRACTING OFFICER FOR DEWATERING REQUIREMENTS.

2. ALL FOUNDATIONS MUST BEAR ON FIRM, UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. COORDINATE ELEVATIONS OF FOOTINGS AND

ABOVE GRADE COMPONENTS TO PROVIDE PROPER FINISHED ELEVATIONS.

3. IF IN PLACE MATERIALS ARE FOUND TO BE UNSUITABLE, OVER-EXCAVATE AND BACKFILL WITH WITH STRUCTURAL FILL, COMPACTED TO 95%

OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IAW ASTM D-1557.

4. COMPACT SUBGRADE SOIL TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.

FOR EQUIPMENT PADS AND SIDEWALK REPAIRS.

5. FOR UTILITY BEDDING, HAUNCHING AND COVER PLACE CLEAN GRANULAR FILL IN SIX INCH LIFTS AND COMPACT TO A MINIMUM OF 98% OF THE

MAXIMUM MODIFIED PROCTOR DRY DENSITY IAW ASTM D-1557.

6. UTILITY TRENCH BACKFILL PLACE NATIVE BACKFILL IN 12 INCH LIFTS AND COMPACT TO A MINIMUM OF 90% OF THE MAXIMUM MODIFIED

PROCTOR DRY DENSITY AS DETERMINED BY ASTM D-1557.

7. COORDINATE ALL NEW FOUNDATIONS WITH EXISTING CONDITIONS. REPORT ANY CONFLICTS TO THE CONTRACTING OFFICER FOR PROPOSED

SOLUTION.

8. COORDINATE ALL NEW EXCAVATION WITH EXISTING CONDITIONS AND VERIFY PROPOSED ELEVATIONS. REPORT CONFLICTS TO CONTRACTING

OFFICER.

9. PLACE #57 STONE BASE, WHERE SPECIFIED, AND PROVIDE THREE PASSES WITH VIBRATORY PLATE COMPACTION, REFERENCE INDIVIDUAL

DETAIL FOR DEPTH OF BASE, LIFTS NOT TO EXCEED FOUR (4) INCHES.

FOUNDATIONS:

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CONCRETE PROTECTION FOR REINFORCEMENT:

STRUCTURAL SYSTEM

FOOTINGS (CAST AGAINST AND EXPOSED TO EARTH)

COVER

(INCHES)

1 1/2

FOOTINGS AND WALLS (FORM CAST AND EARTH EXPOSED)

SLABS (EARTH EXPOSED)

SLABS (EXTERIOR EXPOSED)

SLABS (ABOVE GRADE)

CONCRETE:

1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:

ACI 318 (CODE)

ACI 304 (PLACING)

ACI 306 (WINTER CONCRETE)

ACI 315/SP66 (DETAILING)

ACI 305 (HOT WEATHER CONCRETE)

ACI 347 (FORM WORK)

ACI 211.1 (MIX PROPORTIONING)

2. PROVIDE 4,000 PSI, TYPE I OR II, NORMAL WEIGHT, PORTLAND CEMENT CONCRETE.

3. DO NOT USE CALCIUM CHLORIDE IN ANY FORM.

4. SITE ADDED WATER IS PERMITTED PROVIDED MAX WATER TO CEMENT RATIO ARE NOT EXCEEDED; HOWEVER, NOT MORE THAN ONE GALLON OF

WATER PER CUBIC YARD MAY BE USED TO ADJUST THE MIX AT THE JOB SITE.

5. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING EQUIPMENT. DO NOT OVER-CONSOLIDATE.

6. DO NOT PLACE CONCRETE DURING RAIN OR IF RAIN IS LIKELY TO OCCUR PRIOR TO CONCRETE HARDENING.

7. MATCH EXISTING CHAMFER, COLOR AND FINISH FOR SIDEWALK REPAIR.

DESCRIPTION

ACI MINIMUM STANDARD HOOK EXTENSION LENGTHS

#3 #4 #5 #6 #7 #8 #9 #10 #11

STIRRUPS & TIES

90° BEND PLUS 2.25" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

STIRRUPS & TIES

135° BEND PLUS 3" 3" 3.75" 4.5" 5.25" 6" 6.77" 7.62" 8.46"

OTHER BARS 90°

BEND PLUS 4.5" 6" 7.5" 9" 10.5" 12" 13.75" 15.5" 7"

OTHER BARS 180°

BEND PLUS 2.5" 2.5" 2.5" 3" 3.5" 4" 4.75" 5.25" 5.75"

LAP SPLICE LENGTH - NORMAL WEIGHT CONCRETE, NO EPOXY

TO

P

BA

R

S O

TH

ER

BAR SIZES (#)

3 4 5 6 7 8 9 10 11

15" 20" 24" 29" 42" 48" 55" 65" 80"3" 15" 20" 24" 29" 46" 61" 77" 97" 120"2" 15" 20" 25" 36" 62" 81" 102" 130" 160"1 1/2" 18" 32" 50" 73" 106" 121" 136" 153" 170"3/4"

12" 15" 19" 23" 33" 37" 42" 50" 62"3" 12" 15" 19" 23" 36" 47" 59" 75" 92"2" 12" 15" 20" 28" 48" 62" 79" 100" 123"1 1/2" 14" 25" 39" 56" 81" 93" 105" 118" 131"3/4"

#3 #4 #5 #6 #7 #8 #9 #10 #11

DEFORMED REBAR

TYPE

STIRRUPS & TIES

OTHER BARS 2.25" 3" 3.75" 4.5" 5.25" 6" 9" 10.25" 11.25"

MIN INSIDE DIAMETER OF BEND

1.5" 2" 2.5" N/A N/A N/A N/A N/A N/A

REQUIRED EMBEDEMENT DEPTH OF STANDARD ACI HOOKS INTO CONCRETE

NORMAL WEIGHT

CONCETE TYPE BAR SIZES

4 5 6 7 8 9 10 113

8" 10" 12" 15" 17" 19" 22" 25" 27"

LEAST

CONCRETE

COVER AT BAR

REINFORCING STEEL:

1. CONCRETE REINFORCEMENT STEEL INSTITUTE (CRSI) AND AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS APPLY.

2. PROVIDE DEFORMED BAR CONFORMING TO ASTM A615, GRADE 60 AND BE INSTALLED IN ACCORDANCE WITH ACI 315-99.

3. COLD BEND ALL REINFORCEMENTS. DO NOT FIELD BEND REINFORCEMENT PARTIALLY EMBEDDED IN GROUT.

4. MECHANICAL SPLICES, CONFORMING TO ACI 318-14, SECTION 25.5.7 CAN BE SUBSTITUTED FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL SPLICES MUST DEVELOP 125% (MINIMUM) OF THE YIELD STRENGTH OF THE CONNECTING

REBAR.

5. ENSURE ALL REINFORCEMENT AT THE TIME OF CONCRETE PLACEMENT, IS FREE OF DIRT, DEBRIS, CORROSION, OIL, NONMETALLIC COATINGS OR OTHER DELETERIOUS MATERIAL THAT REDUCE BOND STRENGTH WITH CONCRETE.

6. PROVIDE WELDED WIRE FABRIC CONFORMING TO ASTM A185 AND BE LAPPED ONE FULL MESH PANEL PLUS TWO-INCHES

AT SIDES AND ENDS AND WIRED TOGETHER.

7. SUPPORT REINFORCING STEEL STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. THE SUPPORT OF THE REINFORCING STEEL AND THE WIRE MESH AT THE FOUNDATIONS AND SLAB-ON-GRADE ARE TO BE PROVIDED BY PRECAST CONCRETE BRICKS AT TWO-FEET OC. EACH WAY (MAX SPACING). SEE THE SPECIFICATIONS FOR FURTHER REQUIREMENTS.

8. PROVIDE FIBERGLASS REINFORCED PLASTIC OR PLASTIC COATED STEEL REINFORCEMENT CHAIR LEGS THAT REST ON

CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED STRUCTURE.

UG

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

XXXXXXXXXXXXXX

X X

X X

X X

1. REFERENCE:

A. DEMOLITION SINGLE LINE DIAGRAM ON SHEET E-601.

B. SEQUENCE OF CONSTRUCTION ON SHEET E-001.

SPECIFIC NOTES:

SCALE:

ELECTRICAL DEMOLITION SITE PLAN

1"=5'

N

GRAPHIC SCALE

ED-401

A

FLAG NOTES:

1. DEMOLISH CONDUCTORS SUPPLYING SWITCHBOARD MDP BACK TO EXISTING

TRANSFORMER T1319 SECONDARY SIDE. ABANDON UNDERGROUND SUPPLY

CONDUITS AND CAP AND SEAL AT TRANSFORMER SECONDARY

COMPARTMENT.

2. SAWCUT APPROXIMATELY 21 LINEAR FEET AND REMOVE APPROXIMATELY

18 SQUARE FEET OF EXISTING CONCRETE PAVEMENT.

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N P

SF

B, F L

C O

N

TR

AC

T

N O

FA

-1 8D

-0

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

EE

R

IN

G

SE

R

VI

C

ES

D

EL

IV

ER

Y N

O rh od es b rit

N

EL

SO

N

EN

G

IN

EE

R

IN

G

SX

H

T

-1

R

EP

AI

R

E M

ER

G

EN

C

Y

PO

W

ER

S

FS

F

AC

SX

H T

-1

K.

M

AR

KS

Y.

D

IT

EN

G O

P.

T

ET

EN

ED-101

EL

EC

TR

IC

AL

D

EM

O

LI

TI

O N

S

IT

E

PL

AN

/2

1/

FACILITY 1319

EXISTING

GENERATOR

TO EXISTING

SWITCHBOARD MDP

SECURITY FENCE (ETR)

EXISTING TRANSFORMER T1319

TO EXISTING ATS

ELECTRICAL ROOM

UPS ROOM 105

EXISTING

FUEL TANK

EXISTING

COOLING TOWER

XXXXXXXXXXXXXX

X X

X X

X X

1. REFERENCE:

A. INSTALLATION SINGLE LINE DIAGRAM ON SHEET E-601.

B. SEQUENCE OF CONSTRUCTION ON SHEET E-001.

C. CONDUIT AND CONDUCTOR SCHEDULE ON SHEET E-601.

D. DETAILS ON SHEET E-501 AND E-502.

2. REPAIR ALL DISTURBED GRADE WITH BAHIA SOD MATCHING EXISTING GRADE

AND COMPACTION.

SPECIFIC NOTES:

N GRAPHIC SCALE

E-402 B

EXISTING TRANSFORMER T1319

PROVIDE NEW JUNCTION BOX

PROVIDE NEW ENCLOSED

CIRCUIT BREAKER

1. INSTALL NEW 800A, 240VAC, 35KAIC MINIMUM, 3-POLE, SERVICE ENTRANCE

RATED ECB WITH NEMA 4X STAINLESS-STEEL ENCLOSURE TO SUPPLY NEW

ATS. MOUNT ECB TO FIELD FABRICATED STAINLESS STEEL STRUT FRAME.

SUPPLY NEW ECB FROM SECONDARY SIDE OF EXISTING TRANSFORMER T1319

USING NEW CONDUIT HUBS AND OVERHEAD CONDUIT.

2. ROUTE NEW CONDUIT UNDERGROUND FROM ECB TO EDGE OF FACILITY 1319.

STUB-UP CONDUIT AT EXTERIOR WALL AND ROUTE TO NEW 32 X 32 X 8 INCH

NEMA 4X, 316 STAINLESS STEEL JUNCTION BOX MOUNTED 11-FEET ABOVE

GRADE AS SHOWN. ROUTE CONDUIT SURFACE MOUNTED ALONG BUILDING

EXTERIOR TO ELECTRICAL ROOM AND PENETRATE EXTERIOR WALL TO ROUTE

OVERHEAD TO NEW ATS.

3. INSTALL APPROXIMATELY 18 SQUARE FEET OF CONCRETE, REFER TO

PAVEMENT REPAIR DETAIL ON C-501. MATCH EXISTING CONCRETE PROFILE

AND DEPTH.

4. INSTALL NEW STRUCTURAL SUPPORT FOUNDATION AND FRAME FOR NEW

ENCLOSED CIRCUIT BREAKER. REFER TO DETAIL ON SHEET E-501.

FLAG NOTES: #

TO NEW ATS

ECB

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E O

H

OHOHOHOH

J-BOX

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N P

SF

B, F L

C O

N

TR

AC

T

N O

FA

-1 8D

-0

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

EE

R

IN

G

SE

R

VI

C

ES

D

EL

IV

ER

Y N

O rh od es b rit

N

EL

SO

N

EN

G

IN

EE

R

IN

G

SX

H

T

-1

R

EP

AI

R

E M

ER

G

EN

C

Y

PO

W

ER

S

FS

F

AC

SX

H T

-1

K.

M

AR

KS

Y.

D

IT

EN

G O

P.

T

ET

EN

E-102

EL

EC

TR

IC

AL

IN

ST

AL

LA

TI

O N

S

IT

E

PL

AN

/2

1/

FACILITY 1319

SCALE:

ELECTRICAL INSTALLATION SITE PLAN

1"=5'

PROVIDE NEW

STRUCTURAL FRAME

SECURITY FENCE (ETR)

EDGE OF PAVEMENT

UPS ROOM 105ELECTRICAL ROOM

EXISTING

GENERATOR

EXISTING

FUEL TANK

EXISTING

COOLING TOWER

UGEUGEUGEUGEUGEUGEUGE

ELECTRICAL

UPS

1. REFERENCE:

A. DEMOLITION SINGLE-LINE DIAGRAM ON SHEET E-601.

B. SEQUENCE OF CONSTRUCTION ON SHEET E-001.

SPECIFIC NOTES:

SCALE:

ENLARGED ELECTRICAL DEMOLITION PLAN - ROOM 104

1" = 1'-0" A

E-401

N

DEMOLISH ATS

PNL LA (ETR)

SCALE IN FEET

0 0.5 1 2

GRAPHIC SCALE

1"=1'-0"

UPS

(ETR)

FACILITY 1319

1. DEMOLISH EXISTING 600A, 208/120VAC, 3-POLE, ATS. RETAIN GENERATOR

CONTROL CONDUCTORS AND CONDUITS TO GREATEST EXTEND PRACTICABLE

FOR RECONNECTION TO NEW ATS.

2. DEMOLISH ATS NORMAL SOURCE CONDUCTORS BACK TO SWITCHBOARD MDP.

DEMOLISH OVERHEAD CONDUITS FROM ATS TO FLOOR PENETRATION, CAP

AND SEAL CONDUIT AT FLOOR PENETRATIONS ON BOTH ENDS.

3. DEMOLISH ATS EMERGENCY SOURCE CONDUCTORS BACK TO GENERATOR.

RETAIN CONDUITS TO GREATEST EXTENT PRACTICABLE FOR RE-CONNECTION

TO NEW ATS.

4. DEMOLISH ATS LOAD CONDUCTORS BACK TO SWITCHBOARD EDP1. DEMOLISH

OH CONDUITS FROM ATS TO FLOOR PENETRATION IN ELECTRICAL ROOM 104.

CUT AND DEMOLISH CONDUIT STUBBING UP INTO SWITCHBOARD EDP1 AT

FLOOR LEVEL AND CAP AND SEAL CONDUIT FLOOR PENETRATIONS ON BOTH

ENDS.

FLAG NOTES:

GENERATOR CONTROLS

CONDUITS (ETR)

CAP AND SEAL

INCOMING POWER

CONDUIT STUB-UPS

DEMOLISH ATS EMERGENCY SOURCE

CONDUCTORS AND RETAIN CONDUITS

SW

BD

E D

P1 (E

TR

PN

L

LE

(E

TR

SWBD EDP2 (ETR)

PN

L

1R (E

TR

PN

L

1C (E

TR

3DEMOLISH ATS

LOAD CONDUITS

CONCRETE PAD

SWITCHBOARD MDP

DISTRIBUTION

SECTION (ETR)

SWITCHBOARD MDP

MAIN SECTION

(ETR)

DEMOLISH ATS NORMAL

AT SOURCE CONDUITS 2

DEMOLISH ATS NORMAL

SOURCE CONDUCTORS,

CAP AND SEAL CONDUITS

PENETRATIONS

SCALE:

ELECTRICAL DEMOLITION - DETAIL VIEW

NTS

B

E-401

GENERATOR

CONTROLS

CONDUITS (ETR)

DEMOLISH ATS

NORMAL SOURCE

CONDUITS

DEMOLISH ATS EMERGENCY SOURCE

CONDUCTORS AND RETAIN CONDUITS 3

DEMOLISH ATS1

LGT CTRL

(ETR)

DEMOLISH ATS

LOAD CONDUITS

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N P

SF

B, F L

C O

N

TR

AC

T

N O

FA

-1 8D

-0

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

EE

R

IN

G

SE

R

VI

C

ES

D

EL

IV

ER

Y N

O rh od es b rit

N

EL

SO

N

EN

G

IN

EE

R

IN

G

SX

H

T

-1

R

EP

AI

R

E M

ER

G

EN

C

Y

PO

W

ER

S

FS

F

AC

SX

H T

-1

K.

M

AR

KS

Y.

D

IT

EN

G O

P.

T

ET

EN

ED-401

EN

LA

R G

ED

E

LE

C

TR

IC

AL

D

EM

O

LI

TI

O N

P

LA

N

R O

O M

/2

1/

LGT CTRL

(ETR)

ELECTRICAL

UPS

1. REFERENCE:

A. INSTALLATION SINGLE-LINE DIAGRAM ON SHEET E-601.

B. SEQUENCE OF CONSTRUCTION ON SHEET E-001.

C. CONDUIT AND CONDUCTOR SCHEDULE ON SHEET E-601.

D. DETAILS ON SHEET E-501 AND E-502.

2. CONDUIT ROUTES SHOWN ARE DIAGRAMMATICAL, CONTRACTOR TO

DETERMINE CONDUIT ROUTES IN THE FIELD BASED ON EXISTING CONDITIONS

AND MEANS AND METHODS EMPLOYED.

SPECIFIC NOTES:

SCALE:

ENLARGED ELECTRICAL INSTALLATION PLAN - ROOM 104

1" = 1'-0" B

E-402

N

SCALE IN FEET

0 0.5 1 2

GRAPHIC SCALE

PROVIDE

NEW ATS

FACILITY 1319

1. INSTALL NEW 800A, 208/120VAC, 4-POLE, BYPASS ISOLATION, NEMA 1,

AUTOMATIC TRANSFER SWITCH. NEW ATS MUST FIT WITHIN DEMOLISHED ATS

FOOTPRINT, BASIS OF DESIGN IS EATON MODEL NO BIC9C3E40800BSU.

RE-CONNECT EXISTING GENERATOR CONTROL CONDUCTORS AND CONDUITS,

EXTEND AS REQUIRED.

2. RE-SUPPLY SWITCHBOARD EDP1 FROM SWITCHBOARD MDP USING 600A

BREAKER PREVIOUSLY SUPPLYING THE DEMOLISHED ATS. ROUTE NEW

CONDUIT OVERHEAD PENETRATING WALL BETWEEN ELECTRICAL ROOM 104

AND UPS ROOM 105.

3. RE-SUPPLY SWITCHBOARD MDP FROM NEW ATS. ROUTE NEW CONDUITS

OVERHEAD.

4. SUPPLY NEW ATS EMERGENCY SIDE FROM EXISTING GENERATOR BY

INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS. EXTEND EXISTING

OVERHEAD CONDUITS AS REQUIRED.

5. INSTALL 24-INCH TALL, BY 24-INCH WIDE, BY 6-INCH DEEP, NEMA 1, GALVANIZED

STEEL, WALL MOUNTED, JUNCTION BOX.

6. INSTALL CONDUIT WALL SUPPORTS NO GREATER THAN FIVE (5) FEET APART.

INSTALL SUPPORTS NO FURTHER THAN TWO (2) FEET FROM CHANGE IN

DIRECTION OR "T" JUNCTION. REFER TO BLOCK WALL MOUNTED CONDUIT

SUPPORT DETAIL ON SHEET E-501.

7. INSTALL CONDUIT HANGER SUPPORTS NO GREATER THAN SEVEN (7) FEET

APART. REFER TO CONDUIT HANGER DETAIL ON SHEET E-501.

FLAG NOTES:

FROM NEW ECB

THROUGH NEW J-BOX

UPS

(EXISTING)

SW

BD

E D

P1 (E

XI

ST

IN

G

PN

L

LE

(E

XI

ST

IN

G

SWBD EDP2

(EXISTING)

PN

L

1R (E

XI

ST

IN

G

PN

L 1C

(E

XI

ST

IN

G

) SWITCHBOARD MDP

DISTRIBUTION

SECTION (EXISTING)

SWITCHBOARD MDP

MAIN SECTION

(EXISTING)

GENERATOR CONTROL CONDUITS (EXISTING)

ATS EMERGENCY SOURCE CONDUITS (EXISTING)4

LGT CTRL

(EXISTING)

O H

O H

O H

O H

O H

O H

O H

O H

OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH

O H

O H

O H

O H

OH OH OH OH

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

O H

OH OH OH OH OH OH OH OH OH OH OH

CONCRETE PAD

REFER TO SHEET E-102

FOR INSTALLATION

PROVIDE INTERIOR

WALL PENETRATION PROVIDE EXTERIOR

WALL PENETRATION

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N P

SF

B, F L

C O

N

TR

AC

T

N O

FA

-1 8D

-0

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

EE

R

IN

G

SE

R

VI

C

ES

D

EL

IV

ER

Y N

O rh od es b rit

N

EL

SO

N

EN

G

IN

EE

R

IN

G

SX

H

T

-1

R

EP

AI

R

E M

ER

G

EN

C

Y

PO

W

ER

S

FS

F

AC

SX

H T

-1

K.

M

AR

KS

Y.

D

IT

EN

G O

P.

T

ET

EN

E-402

EN

LA

R G

ED

E

LE

C

TR

IC

AL

IN

ST

AL

LA

TI

O N

P

LA

N

R O

O M

/2

1/

PNL LA (EXISTING)

O H

O H

O H

O H

WALL MOUNTED

JUNCTION BOX

7 7

NEW 800A ECB

SST 1/4 INCH FASTENER AND

WASHER

(TYP FOUR (4) LOCATIONS)

4" CONDUIT

4" CONDUIT

(TYP OF 2)

TO EXISTING XFMR

FINISH GRADE

CEMENTEX 4" X 4"

X 9' PRECAST

CONCRETE POST

SCALE:

ENCLOSED CIRCUIT BREAKER STRUCTURAL SUPPORT DETAIL

1"=1'-0"

P1000T HG UNISTRUT

CHANNEL, OR APPROVED

EQUAL (TYP)

6" #57 STONE

3"

6"

3'-6"

6"

4"

3'-0"

1'-6"

5'-4"

3000 PSI CAST IN

PLACE CONCRETE

FOUNDATION

VINYL STRUT END CAP

(TYP FOUR (4) LOCATIONS)

2'-6"

UNDISTURBED

DIRT (TYP)

NATIVE BACKFILL

PAVEMENT REPAIR DETAILOPEN SPACE TRENCH REPAIR

#4 REBAR, AT MID-DEPTH,

12" O.C E.W.

APPROPRIATELY LABELED WARNING

AND IDENTIFICATION TAPE

(HORIZONTALLY CENTERED)

EXISTING CONCRETE

PAVEMENT

EXISTING #57 STONE

BASE

SUBGRADE

UTILITY BEDDING

SAND AND COVER

LV ELECTRICAL UTILITY

UNDISTURBED EARTH (TYP.)

SCALE:

TYPICAL LV TRENCH DETAIL

1"=1'-0"

EXISTING GRADE

NEW BAHIA SOD COVER

6" CONCRETE

PAVEMENT

6" #57 STONE BASE

NATIVE BACKFILL

3"

24"

12"

12"

6" (TYP)

3"

SCALE:

CONDUIT HANGER DETAIL

1"=1'-0"

24" LONG MIN 3" X 3" X 1/2"

HDG STEEL ANGLE

1/2" EXPANSION ANCHOR 3" MIN

EMBED HILTI KB-TZ2, OR APPROVED

EQUAL THREE (3) PER HDG STEEL

ANGLE (TYP). INSTALL PER

MANUFACTURERS INSTRUCTIONS.

DOUBLE NUT AND WASHER

NUT AND WASHER

4'-0" MAX

EXISTING CMU

WALL

24" LONG MIN 3"X3"X1/2"

HDG STEEL ANGLE

1/2" EXPANSION ANCHOR 3"

MIN EMBED HILTI KB-TZ2, OR

APPROVED EQUAL THREE (3)

PER HDG STEEL ANGLE (TYP)

DOUBLE NUT AND WASHER

NUT AND WASHER

1/2" THREADED ROD

(TYP)

DOUBLE NUT AND

WASHER

P1001HG UNISTRUT OR

APPROVED EQUAL

EXISTING CMU BLOCK

NOTES:

1. EXPANSION ANCHORS TO BE INSTALLED ONLY IN SOLID FILLED CMU BLOCKS.

TOP TWO (2) ROWS OF CMU ARE ASSUMED TO BE SOLID; CONTRACTOR TO

VERIFY IN FIELD. SUBMIT RFI IF ANCHORS ARE UNABLE TO BE INSTALLED IN

SOLID FILLED BLOCK.

NUT AND WASHER

P1121HG 4"

CONDUIT CLAMP

B

B

SECTION B-B

FRONT VIEW

1'-2" 2'-0"

3"

DOUBLE NUT AND

WASHER

P1001HG UNISTRUT OR

APPROVED EQUAL

P1000T HG UNISTRUT

P1121HG 4" CONDUIT CLAMP

NUT AND WASHER

P1000T HG UNISTRUT

A

4B

4B 1

4A

A

SECTION A-A

NOTES:

1. WALL ASSEMBLY - CONCRETE MASONRY UNIT (EXISTING).

2. METALLIC SLEEVE

A. SCHEDULE 40 STEEL SLEEVE.

B. SCHEDULE 40 STEEL SPLICE SLEEVE.

3. THROUGH-PENETRANT - ONE METALLIC CONDUIT INSTALLED EITHER CONCENTRICALLY OR

ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PROVIDE ZERO (MIN, POINT CONTACT) TO 1 7/8 INCH (MAX) ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING. CONTINUOUS POINT OF CONTACT OF PENETRANT IS ACCEPTABLE. RIGIDLY SUPPORT PENETRANT ON BOTH SIDE OF FLOOR OR WALL

ASSEMBLY.

A. STEEL PIPE - NOMINAL 30 INCH DIAMETER OR SMALLER SCHEDULE 10 STEEL PIPE

B. CONDUIT - NOMINAL SIX INCH DIAMETER OR SMALLER STEEL CONDUIT

C. CONDUIT - NOMINAL FOUR INCH OR SMALLER STEEL EMT

4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM CONSISTS OF THE FOLLOWING:

A. PACKING MATERIAL - MIN 2-1/8 INCH OR 2-3/4 INCH THICKNESS OF MIN 4 PCF MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING.

B. FILL, VOID OR CAVITY MATERIAL - MIN 1 INCH THICKNESS OF HILTI FS-ONE SEALANT OR FS-ONE MAX INTUMESCENT SEALANT OR APPROVED EQUIVALENT APPLIED WITHIN SLEEVE, FLUSH WITH SURFACE

OF FLOOR OR WALL.

SCALE:

INTERIOR CMU WALL CONDUIT PENETRATION DETAIL

1"=1'-0"

RIGID GALVANIZED

STEEL CONDUIT

EXISTING CMU WALL

SILICONE BASED SEALANT

UNI-BRACE OR APPROVED

EQUIVALENT

SCALE:

EXTERIOR CMU WALL CONDUIT PENETRATION DETAIL

1"=1'-0"

SCALE:

J-BOX MOUNTING DETAIL

1"=1'-0"

8"

11'-0"

4" CONDUIT

EXISTING

CONCRETE SLAB

EXISTING EXTERIOR

CMU WALL SLAB

NEW 32" X 32" X 8"

ELECTRICAL J-BOX

1-5/8" P1000T HG UNISTRUT (TYP)

COMPOSITE LUMBER BLOCK, 6"X6"X34"

COUNTER SINK 1/2"

DIAMETER, 6" MASONRY

SCREW HALF DEPTH OF

COMPOSITE BLOCK

(TYP).

EXISTING

EXTERIOR TRIM

TO REMAIN

EXISTING CMU

WALL TO

REMAIN

PR

O

VI

D

E M

IN

. O

F

TW

O U

TI

LI

TY

SU

PP

O

R T

M

AX

S

PA

C

IN

G

-F

EE

T O

N C

EN

TE

R

COMPOSITE LUMBER

BLOCK, 6" X 6" X 12"

THREE-INCH (MIN).

EMBEDMENT (TYP)

P1121HG 4"

CONDUIT CLAMP

THREE, #10, 3" WOOD

SCREW, THREE-INCH

(MIN) EMBEDMENT (TYP)

SECTION A-AFRONT VIEW

A

P2944HG 6" UNISTRUT

BRACKET (TYP)

P2543HG 6" UNISTRUT

BRACKET (TYP)

EXISTING BLOCK WALL

P1000T HG UNISTRUT

1/4" TAPCON 3" MIN EMBED,

OR APPROVED EQUAL

THREE (3) PER UNISTRUT

(TYP)

ELECTRICAL

CONDUIT (TYP)

A

SCALE:

BLOCK WALL MOUNTED CONDUIT SUPPORT

1"=1'-0"

P1121HG 4"

CONDUIT CLAMP

GRAPHIC SCALE

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N P

SF

B, F L

C O

N

TR

AC

T

N O

FA

-1 8D

-0

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

EE

R

IN

G

SE

R

VI

C

ES

D

EL

IV

ER

Y N

O rh od es b rit

N

EL

SO

N

EN

G

IN

EE

R

IN

G

SX

H

T

-1

R

EP

AI

R

E M

ER

G

EN

C

Y

PO

W

ER

S

FS

F

AC

SX

H T

-1

B.

T

O N

ER

Y.

D

IT

EN

G O

J.

L

O N

G

SH

O R

E

E-501

EL

EC

TR

IC

AL

D

ET

AI

LS

/2

1/

1. FIELD VERIFY SUPPORT LOCATIONS. CONDUIT HANGER SUPPORTS ARE TO BE SPACED

NO GREATER THAN SEVEN-FEET APART AND BLOCK WALL MOUNTED CONDUIT

SUPPORTS ARE TO BE SPACED NO GREATER THAN FIVE-FEET APART. INSTALL

SUPPORTS NO GREATER THAN TWO-FEET FROM CHANGE IN DIRECTION.

NOTES:

DEMOLITION SINGLE LINE DIAGRAM

INSTALLATION SINGLE LINE DIAGRAM

CONDUCTOR AND CONDUIT SCHEDULE

ID

REUSE,

DEMO,

NEW

CABLE

TYPE

CIRCUIT

VOLTAGE

NO. OF

PARALLEL

SETS

PHASE

QTY-SIZE PER

SET

NEUTRAL

SIZE PER

SET

GNG SIZE

PER SET

CND TRADE SIZE

(INCHES) ROUTING FROM TO

1 NEW XHHW-2 208/120 2 3-600 KCMIL 600 KCMIL #1/0 4'' PVC COATED

RGS OH EXISTING T1319 NEW ECB

2 NEW XHHW-2 208/120 2 3-600 KCMIL 600 KCMIL #1/0 4'' PVC / PVC

COATED RGS

UG TO OH NEW ECB NEW ATS

3 NEW THHW/THWN-2 208/120 2 3-600 KCMIL 600 KCMIL #1/0 4'' EMT OH NEW ATS EXISTING MDP

4 NEW THHW/THWN-2 208/120 2 3-350 KCMIL 350 KCMIL #1 3'' RGS OH EXISTING MDP EXISTING…