Attch_1_-_SXHT_16-1047_Drawings.pdf

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STATE OF FLORIDA

NONE

AIR FORCE BASE

MIAMI

TAMPA

ORLANDO

PATRICK

TALLAHASSEE

JACKSONVILLE

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SOUTH GATE (PERSONNEL ONLY)

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TRUCK

DELIVERY ONLY

BUILDING 423-CONTRACTING OFFICER

BUILDING 535-45TH CES

MAIN GATE (PERSONNEL ONLY)

S.R. A1A

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GOLF COURSE

PATRICK AIR FORCE BASE

SXHT 16-1047

FLORIDA

SCALE:

LOCATION MAP

NONE

TRUE

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CONST/INSTALL UTILITY CONNECTIONS

FOR SHOP EQUIP. B992 - DESIGN

PROJECT AREA

G-001

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DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001

LOCATION MAP, PROJECT AREA AND DRAWING INDEX

CIVIL

C-101

UTILITY SITE PLAN, TRENCH PLACEMENT AND CONNECTION DETAILS

ELECTRICAL

E-001

ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

E-002 CONSTRUCTION REQUIREMENTS AND EROSION CONTROLS

E-003 CONSTRUCTION DETAILS

ES-101 ELECTRICAL SITE PLAN

ED-101 POWER AND COMMUNICATIONS PLAN - EXISTING AND DEMO

ED-102 LIGHTING PLAN - EXISTING AND DEMOLITION

E-101 POWER AND COMMUNICATIONS PLAN - EXISTING AND NEW

E-102 LIGHTING PLAN - EXISTING AND NEW

E-501 ELECTRICAL SWITCH AND GROUNDING DETAILS

E-601 SINGLE LINE DIAGRAM - EXISTING AND DEMOLITION

E-602 SINGLE LINE DIAGRAM - EXISTING AND NEW

E-701 ELECTRICAL SCHEDULES

E-702 ELECTRICAL SCHEDULES

E-703 ELECTRICAL SCHEDULES

PROJECT LOCATION

CE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A

P

P

R

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D

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

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SHEET

IDENTIFICATION

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

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W x

2'' W 2'' W

2'' W 2'' W

NORTH

SCALE:

UTILITY SITE PLAN

1" = 20'

N

SCALE:

TRENCH CONNECTION DETAIL

NONE

B

C-101

SCALE:

TRENCH PLACEMENT DETAIL

1" = 3'

C-101

FLAG NOTES:

1. PROVIDE UNDERGROUND ELECTRICAL WIRING IN NEW CONDUIT FROM NEW TRANSFORMER TO NEW PANEL P1 IN FACILITY 992. EXISTING CONDUIT

TO BE ABANDONED IN PLACE. SEE ELECTRICAL SHEETS.

2. PROVIDE 2" PVC WATER LINE CONNECTION FROM EXISTING 2" WATER SUPPLY LINE TO NEW HOSE BIB. ATTACH WATER LINE TO EXISTING INTERIOR

WALL BRACING WITH UNISTRUT AND CLIPS.

3. PROVIDE PREFABRICATED SLOPED 4" FLOOR DRAINAGE TRENCH SYSTEM. JRS 9930 ENVIRO-FLO II OR APPROVED EQUAL. INSTALL 4" PVC PIPE

CONNECTION FOR TRENCH DRAIN SYSTEM TO EXISTING FACILITY 992 SANITARY SEWER SERVICE LINE. SAW CUT AND REMOVE EXISTING

CONCRETE FLOOR SLAB AND INSTALL NEW TRENCH DRAIN SYSTEM PER MANUFACTURER'S INSTALLATION REQUIREMENTS AND SPECIFICATIONS.

4. PROVIDE EROSION AND SEDIMENT CONTROLS PER DRAWINGS E-002 AND E-003.

GENERAL NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST THAT ALL UTILITIES BE FIELD LOCATED BEFORE BEGINNING CONSTRUCTION.

LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY.

2. THE GOVERNMENT IS NOT RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES CAUSED BY THE CONTRACTOR'S NEGLIGENCE. EXTREME CAUTION

SHALL BE USED TO MAINTAIN INTEGRITY OF EXISTING UTILITIES.

3. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND EXISTING UTILITIES AND PROTECT THEM IN PLACE.

4. CONTRACTOR SHALL MEET THE PROJECT SPECIFICATIONS AND VERIFY QUANTITIES PRIOR TO CONSTRUCTION.

5. THE TERM "PROVIDE" USED IN THE PROJECT DRAWINGS SHALL MEAN TO PROVIDE MATERIALS, EQUIPMENT, AND MANPOWER TO INSTALL, CONNECT, AND PLACE INTO SERVICE WITHIN THE SPECIFIED OR APPROVED MANNER SYSTEMS MATERIAL AND SPECIFIC FUNCTIONAL TASK DESCRIBED.

6. CONTRACTOR SHALL REPAIR OR RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER.

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

FACILITY 992

F.F.E - 7.00

C-101

EXISTING CONCRETE

FLOOR SLAB

F.F.E. 7.00

PROPOSED PREFABRICATED

FLOOR TRENCH DRAIN

EXISTING 4" SANITARY

SERVICE

PROPOSED 4" PVC

DRAIN PIPE

E

V

R

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Y

4' FIELD VERIFY

COMPACTED SUBGRADE PER

TRENCH DRAIN MANUFACTURE'S

REQUIREMENTS AND

SPECIFICATIONS

EXISTING CONCRETE

FLOOR SLAB

EXISTING BUILDING

SIDING

BUILDING WALL

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EXISTING WATER

SERVICE/BACK FLOW

PREVENTER

WATER JET MACHINE

OMAX

PUMP

NEW 2" WATERLINE

UNISTRUT / CLIPS

CLEAN OUT

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IDENTIFICATION

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4 5

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B

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EXISTING SANITARY

SERVICE

SOLIDS REMOVAL

SYSTEM

PUMP

EXISTING CURB

6'

EXISTING CURB

EXISTING ASPHALT

EXISTING CURB

EXISTING WATER LINE

EXISTING STORM

DRAIN

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O

CHILLER

CLOSED

LOOP

SYSTEM

WATER

TANK

DROP SAW

STORAGE

PART

WASHER

EXISTING

CLEANOUT

NEW

HOSE BIB

NEW

CLEANOUT

RESTROOM

24'-6"

32'-0"

23'-0"

6' 9'0'

3'

3'

GRAPHIC SCALE 1" = 3'

CONC. FOOTER

(TYP.)

NORTH

N

A

M b a r v

E-001

ELECTRICAL LEGEND

(APPLIES TO ALL ELECTRICAL SHEETS)

BRANCH CIRCUIT CONDUIT RUN. ARROW INDICATES HOME

RUN, MINIMUM CONDUIT SIZE SHALL BE 3/4". HOMERUNS

LONGER THAN 100' SHALL USE MINIMUM #10 CONDUCTOR.

EXISTING - TO REMAIN

NEW - TO BE INSTALLED

GROUNDING CONDUCTOR, BELOW GRADE

208/120V PANELBOARD, 3 PHASE, 4 WIRE WITH GROUND

G

GROUND ROD - SHOWN WITH BONDED CONNECTION POINT

480/277V PANELBOARD, 3 PHASE, 4 WIRE WITH GROUND

A - AMPERES, AMPS

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

AHU - AIR HANDLING UNIT

AIC - AMPS INTERRUPTING CAPACITY

BKR - BREAKER

C - CONDUIT

CB - CIRCUIT BREAKER

CHWP - CHILLED WATER PUMP

CKT - CIRCUIT

CLG - CEILING

CU - COPPER

CWP - WATER PUMP CONDENSER

DC - DROP CORD

DH - DEHUMIDIFIER

DIA (Ø) - DIAMETER

DIM - DIMENSION

DISC - DISCONNECT SWITCH

DWG - DRAWING

EF - EXHAUST FAN

ELEC - ELECTRIC

EMT - ELECTRICAL METALLIC TUBING

ETR - EXISTING TO REMAIN

EXTR - EXTERIOR

EXST - EXISTING

FLA - FULL LOAD AMPS

GEN - GENERATOR/GENSET

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

GND - GROUND

HP - HORSEPOWER

KCMIL - THOUSAND CIRCULAR MILS

KW - KILOWATT

LAVs - LAVATORIES/RESTROOMS

LTG - LIGHTING

LV - LOW VOLTAGE

MECH - MECHANICAL

MCP - MOTOR CIRCUIT PROTECTION

MTD - MOUNTED

N/A - NOT APPLICABLE

NC - NORMALLY CLOSED

NIC - NOT IN CONTRACT

NO - NORMALLY OPEN

NTS - NOT TO SCALE

Ø - PHASE

PNL - PANEL, PANELBOARD

PVC - POLYVINYL CHLORIDE

PWR - POWER

RECP - RECEPTACLE

RGS - RIGID GALVANIZED STEEL

RM - ROOM

SFS - SECURITY FORCES SQUADRON

SS - STAINLESS STEEL

ST - SHUNT TRIP

STRP - STRIP

SW - SWITCH

SYS - SYSTEM

TYP - TYPICAL

UG - UNDERGROUND

UON - UNLESS OTHERWISE NOTED

V - VOLTS

W - WATTAGE

WP - WEATHERPROOF

XFER - TRANSFER

XFMR - TRANSFORMER

ABBREVIATIONS:

(APPLIES TO ALL ELECTRICAL SHEETS)

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. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS

TYPE OF WORK. THE INSTALLATION SHALL BE MADE SO THAT THERE IS NO

DEGRADATION OF THE DESIGNED FIRE RATINGS.

11. THE CONTRACTOR SHALL INSTALL HIS WORK IN SUCH A MANNER AND AT

SUCH A TIME AS WILL REQUIRE A MINIMUM OF CUTTING AND PATCHING OF

THE BUILDING STRUCTURE.

12. '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.

13. 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.

14. UNLESS OTHERWISE NOTED, ALL POWER CIRCUIT CONDUCTORS SHALL BE

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

15. 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.

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

CONNECTIONS SHALL BE COPPER. CONTRACTOR SHALL UTILIZE

CONNECTORS TO PREVENT GALVANIC ACTION.

17. FINAL ACCEPTANCE WILL DEPEND UPON SATISFACTORY PERFORMANCE OF

EQUIPMENT. NO CONDUCTOR SHALL BE ENERGIZED UNTIL THE INSTALLATION

HAS BEEN APPROVED.

18. 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.

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

CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC

RACEWAY SYSTEMS, GROUNDING CONDUCTOR IN METALLIC RACEWAYS.

20. 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.

21. 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.

22. DEVICE PLATES FOR SWITCHES AND RECEPTACLES SHALL BE SUITABLY

MARKED, SHOWING THE PANEL AND CIRCUIT NUMBER OF THE SOURCE.

REQUIRED MARKING SHALL CONSIST OF A SELF-ADHESIVE LABEL HAVING 1/4

INCH EMBOSSED LETTERS.

23. DISPOSAL OF FLUORESCENT LAMPS AND MERCURY SWITCHES SHALL

COMPLY WITH SPECIFICATION SECTION 01 57 19.

24. 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.

25. PROVIDE ELECTRICAL CONDUIT AS FOLLOWS:

- RIGID GALVANIZED STEEL - ABOVE GRADE OUTSIDE

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

- PVC SCHEDULE 40 - BELOW GRADE

- PVC SCHEDULE 80 - WHERE SUBJECT TO PHYSICAL DAMAGE

EXCEPT: ALL EXPOSED ELECTRICAL CONDUIT VULNERABLE TO

MECHANICAL DAMAGE SHALL BE RIGID GALVANIZED STEEL, UNLESS NOTED

OTHERWISE.

4' INDUSTRIAL FLUORESCENT LIGHT FIXTURE

NON-FUSED DISCONNECT SWITCH

NEW SPEAKER, PUBLIC ADDRESS, CEILING MOUNTED

4' FLUORESCENT LIGHT FIXTURE

2/0 BARE COPPER LIGHTNING PROTECTION CONDUCTORLP

DC DROP CORD POWER RECEPTACLE

WAP

WIRELESS ACCESS POINT - CEILING MOUNTED

COMBINATION MOTOR STARTER

E

NEW - UNDERGROUND ELECTRIC

SPD

SURGE PROTECTIVE DEVICE

ELECTRIC MOTOR

EXISTING - UNDERGROUND ELECTRIC

EXISTING - WATER LINE

E

W x

GND

GROUND BAR

NEUTRAL BAR

NEUT

4' WALL MOUNTED FLUORESCENT LIGHT FIXTURE

NEW HEAT DETECTOR

MOTION SENSOR

J JUNCTION BOX

SP

SPEAKER, PUBLIC ADDRESS, WALL MOUNTED

SCREEN PROJECTOR

P

SECURITY DEVICE / SENSOR

WHM

WATT HOUR METER

F

FUSED DISCONNECT SWITCH

VFD

VARIABLE FREQUENCY DRIVE

FUSED/MAGNETIC MOTOR STARTER

M

TO BE REMOVED

S

TO BE REMOVED SPEAKER, PUBLIC ADDRESS, CEILING MOUNTED

S

TO BE REMOVED HEAT DETECTOR

J

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A Y

H E

W

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PAD-MOUNTED TRANSFORMER (MV)

TRANSFORMER (LV)

T

FEEDER NUMBER (SEE FEEDER SCHEDULE ON SHEET E-701)

X

480V PANELBOARD, 3 PHASE, 3 WIRE WITH GROUND

RECEPTACLE, 120V, QUAD

EXISTING - 4" SANITARY SERVICE

4'' SS

EXISTING - UNDERGROUND COMM SERVICE

C x

EXISTING - STORM DRAIN

SD

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FIRE ALARM CONTROL PANEL

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SITE DESCRIPTION

OWNER AND ADDRESS: UNITED STATES AIR FORCE

1224 JUPITER STREET, BUILDING 534

PATRICK A.F.B., FLORIDA 32925

LOCATION: PATRICK AIR FORCE BASE

LATITUDE: 28° 14' 06" N LONGITUDE: 80° 36' 38" W

SECTION / TOWNSHIP / RANGE: 2,3,10,11,15 / 26 S / 37 E

PROJECT NAME: CONST/INSTALL UTILITY CONNECTIONS FOR

SHOP EQUIP. B992-DESIGN

PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF EXCAVATION WORK FOR

THE INSTALLATION OF NEW UNDERGROUND UTILITIES.

SITE MAPS: CONSULT ASSOCIATED PLANS FOR EROSION AND SEDIMENT

CONTROLS, STORMWATER DISCHARGE POINTS LOCATION OF SURFACE WATER

AND CONSTRUCTION IMPACT.

SITE AREA:

1. TOTAL AREA OF SITE = 1 AC

2. TOTAL AREA DISTURBANCE = 1 AC

3. WETLAND AREA = NONE

4. RECEIVING WATER = BANANA RIVER

CERTIFICATION OF COMPLIANCE WITH FEDERAL,

STATE AND LOCAL REGULATIONS

IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS

REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS

HAVE BEEN OBTAINED AND ARE AVAILABLE ON-SITE:

D.E.P. PERMIT: NONE

C.O.E. PERMIT: NONE

S.J.R.W.M.D. E.R.PERMIT: NONE

D.E.P. N.O.I.: TO BE SUBMITTED BY CONTRACTOR

SEQUENCE OF MAJOR ACTIVITIES

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

1. SUBMIT NOTICE OF INTENT (N.O.I.)

2. FLAG THE WORK LIMITS & MARK TREE OR PROTECTED AREA BUFFER, IF

APPLICABLE.

3. COORDINATE PRE-CONSTRUCTION MEETING WITH DESIGNATED SITE

SUPERINTENDENT AND INSPECTOR(S) IN CHARGE OF SWPPP REQUIREMENTS

4. INSTALL REQUIRED PERIMETER CONTROLS

5. PERFORM DEMOLITION OPERATIONS, IF APPLICABLE.

6. INSTALL STRUCTURES

7. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE

8. INSTALL PERMANENT SEEDING/SODDING AND PLANTING AND WATER AS

REQUIRED UNTIL PERMANENTLY ESTABLISHED

9. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS

STABILIZED, COORDINATE INSPECTION OF ALL WORK AREAS.

10.REMOVE ANY EROSION CONTROL DEVICES AND RESEED/SOD AS REQUIRED.

11.SUBMIT NOTICE OF TERMINATION (N.O.T.)

CONSTRUCTION CONTRACTOR REQUIREMENTS

IN ADDITION TO THE RESPONSIBILITIES OUTLINED IN THE ABOVE SECTIONS, IT IS

ALSO THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

FOLLOWING IS CONDUCTED:

* N.O.I. FORM IS COMPLETED AND SUBMITTED WITH APPROPRIATE FEE AT LEAST

48 HOURS PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY

* CONSTRUCTION CONTRACTOR AND ALL CONSTRUCTION SUB-CONTRACTORS

COMPLETE CERTIFICATION SIGNIFYING THAT THEY ARE AWARE OF TERMS AND

CONDITIONS OF THE GENERIC PERMIT

* CHANGES TO SWPPP ARE COMPLETED, AS NEEDED, TO ENSURE COMPLIANCE

WITH FEDERAL, STATE AND LOCAL REQUIREMENTS AND THE REPORT FORM FOR

CHANGES TO SWPPP IS COMPLETED, WHEN NECESSARY.

* SITE INSPECTIONS ARE PERFORMED AND THE INSPECTION REPORT FORM

COMPLETED AS INDICATED BY PLAN BY CONSTRUCTION CONTRACTOR'S

QUALIFIED INSPECTOR.

* MAINTENANCE ON BMPs AND MAINTENANCE RECORD COMPLETED AS INDICATED

BY PLAN.

* N.O.T. FORM IS COMPLETED AND SUBMITTED AS INDICATED BY PLAN.

IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE

BEST MANAGEMENT PRACTICES (BMPs) AS SHOWN ON THE SITE PLAN AND AS

CONTAINED IN THIS SWPPP. IT IS ALSO THE CONSTRUCTION CONTRACTOR'S

RESPONSIBILITY TO ENSURE THESE BMPs ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED

WATER FROM LEAVING THE PROJECT SITE. THE CONSTRUCTION CONTRACTOR

SHALL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SITE

PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED TO ENSURE THE

SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL

REQUIREMENTS. BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED BY

THE CONSTRUCTION CONTRACTOR AS REQUIRED TO MEET THE SEDIMENT AND

TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY

AGENCIES.

THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION,

MITIGATION, & REPAIR COSTS ASSOCIATED WITH NON-COMPLIANCE. IT IS THE

CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO INSTALL ADDITIONAL

MEASURES TO ATTAIN IMMEDIATE COMPLIANCE, SHOULD VIOLATIONS BE

IDENTIFIED.

EROSION AND SEDIMENT CONTROLS

PERIMETER CONTROLS:

1. SILT FENCE: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED

AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING

LIMITATIONS:

A. WHERE THE MAXIMUM DRAINAGE AREA IS 1/4 ACRE PER 100 FEET OF LENGTH.

B. USE 4"x4" TRENCH & 8" FABRIC EXTENDED INTO GROUND BEFORE BACKFILL &

COMPACTION.

C. MAXIMUM USEFUL LIFE 6 MONTHS.

SWALE / LIVE STREAM SILT / SEDIMENT CONTAINMENT:

1. SEE FDOT INDEX 102, CHART 1, SHEET 1 FOR SPACING REQUIREMENTS FOR

TYPE I AND II SYNTHETIC BALE BARRIERS & SILT FENCES.

2. TURBIDITY CURTAINS SHALL BE LOCATED PARALLEL TO FLOW OF A MOVING

BODY OF WATER & SHALL NOT BE PLACED ACROSS THE MAIN FLOW OF A

SIGNIFICANT BODY OF MOVING WATER.

3. SOIL PARTICLES SHALL BE ALLOWED TO SETTLE A MINIMUM OF 6-12 HOURS

BEFORE REMOVAL OF TURBIDITY CURTAIN.

4. LAND DISTURBING ACTIVITY SHALL NOT CREATE VIOLATIONS OF WATER

QUALITY STANDARDS. MONITORING OF TURBIDITY LEVELS SHALL OCCUR IN

ACCORDANCE WITH PERMIT CONDITIONS.

STOCKPILING MATERIAL:

1. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO

DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT

WATER BODY OR STORM WATER COLLECTION FACILITY.

VEGETATION:

1. TEMPORARY STABILIZATION SHALL BE APPLIED TO AREAS OPENED BY

CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE

RE-DISTURBED AND RECEIVE FINAL STABILIZING TREATMENT WITHIN 14 DAYS.

IF, AFTER 14 DAYS FROM TIME OF STABILIZATION, THE TEMPORARY GRASSED

AREAS HAVE NOT ATTAINED A MINIMUM OF 70% GOOD GRASS COVER, THE

AREA WILL BE REWORKED AND ADDITIONAL MEASURES APPLIED SUFFICIENT

TO ESTABLISH THE DESIRED VEGETATIVE COVER.

2. PERMANENT STABILIZATION SHALL BE PERFORMED IN ALL AREAS THAT HAVE

BEEN DISTURBED BY CONSTRUCTION ACTIVITY UNLESS OTHERWISE DIRECTED

BY THE CONTRACTING OFFICER TO PRESERVE THE FUNCTION OF CRITICAL

SCRUB HABITAT. FINAL STABILIZATION MUST BE INITIATED NO MORE THAN 7

DAYS AFTER LAND DISTURBING ACTIVITIES HAVE CEASED IN THAT AREA.

UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO CAUSE

A DEGRADATION OF OFFSITE WATER QUALITY. IF SEED IS USED THE SEEDING

MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH

SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SODDED.

3. DISTURBED SIDE SLOPES OF DRAINAGE CONVEYANCE SWALES OR SURFACE

WATERS SHALL BE IMMEDIATELY SODDED. SOD SHALL BE PEGGED OR

STAPLED TO RESIST WASHOUT.

4. CONSTRUCTION CONTRACTOR SHALL STABILIZE COMPLETED PORTIONS OF

THE PROJECT AS WORK PROGRESSES TO PROTECT AGAINST EROSION

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER TO PRESERVE

THE FUNCTION OF CRITICAL SCRUB HABITAT. CONSTRUCTION CONTRACTOR

SHALL IMMEDIATELY REPAIR, FILL AND SOD ERODED AREAS OF THE PROJECT

THAT RESULT FROM THE CONSTRUCTION LAND ALTERATIONS.

5. ALL AREAS THAT ARE SEEDED/SODDED SHALL BE INSTALLED AND WATERED

UNTIL THE GROUND COVER IS FULLY ESTABLISHED.

POLLUTANT SOURCE CONTROLS:

WASTE DISPOSAL:

1. WASTE MATERIALS AND RUBBISH SHALL BE COLLECTED AND STORED IN

CONTAINERS OR, IF APPROPRIATE, IN PILES. SEPARATE, SELF-CLOSING,

NONFLAMMABLE, NON-REACTIVE CONTAINERS SHALL BE USED FOR GARBAGE.

OILY FLAMMABLE AND DANGEROUS WASTES, NON-SALVAGE MATERIAL AND

DEBRIS SHALL BE REMOVED FROM WORK AREAS AND DISPOSED OF DAILY.

THE CONSTRUCTION CONTRACTOR SHALL USE A LANDFILL OUTSIDE OF THE

BASE FOR DISPOSAL OF CCAFS AND PAFB C&D IN ACCORDANCE WITH FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) PERMITS.

2. ASBESTOS WASTE SHALL BE DISPOSED OF OUTSIDE OF THE BASE IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.

3. ORANGEBURG DUCT HAS BEEN IDENTIFIED AT MANHOLE 2048 (606B) BASED ON

PREVIOUS MANHOLE SURVEYS. PRIOR TO THE START OF CONSTRUCTION,

TEST ALL KNOWN ORANGEBURG DUCT FOR ASBESTOS. IF ASBESTOS IS

FOUND, ABATE ACM IN CONFORMANCE WITH FLORIDA STATUTES

469.001-469.014 AND 29 CFR 1926 1101. IF ADDITIONAL ORANGEBURG DUCT IS

ENCOUNTERED DURING CONSTRUCTION, NOTIFY THE CONTRACTING OFFICER

BEFORE PROCEEDING. ORANGEBURG DUCT SHALL BE CLEANED PRIOR TO

PULLING NEW CABLE AS INDICATED IN SPECIFICATION SECTION 26 05 13.00 98

PARAGRAPH ENTITLED "EXISTING FIBER (ORANGEBURG) DUCT".

4. REFER TO SPECIFICATIONS FOR FURTHER WASTE AND DISPOSAL AND RECORD

KEEPING REQUIREMENTS.

HAZARDOUS / NON HAZARDOUS:

1. ALL HAZARDOUS WASTE SHALL BE MANAGED IN ACCORDANCE WITH STATE

AND FEDERAL REGULATIONS, INCLUDING 45 SW OPLAN 19-14, BY THE

CONSTRUCTION CONTRACTOR AND SHALL BE TURNED OVER TO THE AIR

FORCE FOR DISPOSAL UNDER THE AIR FORCE'S EPA IDENTIFICATION NUMBER.

2. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONSTRUCTION

CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER WITH A LIST OF

ALL HAZARDOUS MATERIALS TO BE INCORPORATED INTO THE PROJECT

INCLUDING THE MATERIAL SAFETY DATA SHEET IN ACCORDANCE WITH DFARS

52.223-3, HAZARDOUS WASTE MATERIAL IDENTIFICATION AND MATERIAL

SAFETY DATA AND PROJECT SPECIFICATIONS. THE CONSTRUCTION

CONTRACTOR SHALL SUBMIT COPIES OF SIGNED INTERNAL MANIFESTS TO THE

CONTRACTING OFFICER MONTHLY.

3. THE CONSTRUCTION CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY IF ANY CONTAMINATED SOIL, GROUND WATER OR

SUSPECT DEBRIS IS ENCOUNTERED DURING EXCAVATION, DEMOLITION OR

CONSTRUCTION OF THE PROJECT.

SANITARY WASTE:

1. ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS AS

NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE SHALL BE COLLECTED

AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL

REGULATIONS FOR SANITARY SEWER.

OFFSITE VEHICLE TRACKING:

1. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED, WHERE

NECESSARY, TO HELP REDUCE VEHICLE TRACKING OF SEDIMENT. THE PAVED

STREET ADJACENT TO THE SITE ACCESS SHALL BE SWEPT DAILY TO REMOVE

ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS

HAULING MATERIAL FROM THE CONSTRUCTION SITE SHALL BE COVERED WITH

A TARPAULIN.

FERTILIZERS, PESTICIDES, HERBICIDES:

1. THE SPECIFIED REQUIREMENT FOR FERTILIZERS, PESTICIDES, AND

HERBICIDES SHALL BE IDENTIFIED. THE QUANTITIES AND METHODS OF

APPLICATION SHALL BE CHECKED TO ASCERTAIN THEY ARE APPROPRIATE AND

CONSISTENT WITH LOCAL GUIDELINES.

GOOD HOUSEKEEPING:

THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ONSITE

DURING THE CONSTRUCTION PROJECT:

1. ALL CONSTRUCTION EQUIPMENT SHALL BE IN PROPER WORKING ORDER AND

INSPECTED REGULARLY. ALL EQUIPMENT SHALL HAVE THE BUILT-IN CAPACITY,

STABILITY, AND NECESSARY SAFETY FEATURES TO FULLY COMPLY WITH THE

PROJECT SPECIFICATIONS AND REQUIREMENTS, WITHOUT SHOWING

EVIDENCE OF UNDUE STRESS OR FAILURE. CONSTRUCTION CONTRACTOR

PERSONNEL SHALL BE IN SUFFICIENT NUMBER OF COMPETENT WORKERS ON

THE JOB AT ALL TIMES TO INSURE WORK IS MADE A TIMELY AND

SATISFACTORY MANNER. A COMPETENT AND EXPERIENCED SUPERVISOR,

REPRESENTING THE CONSTRUCTION CONTRACTOR, SHALL BE IN DIRECT

CHARGE AND CONTROL OF OPERATIONS AT ALL TIMES. EQUIPMENT

BREAKDOWNS OR OTHER UNFORESEEN WORK STOPPAGES SHALL

IMMEDIATELY CONSIDER THE PROTECTION OF SURFACE WATERS FROM

POTENTIAL POLLUTION.

2. DRIP PANS SHALL CONTAIN LEAKS OR SPILLS WHENEVER NECESSARY FOR

MAINTENANCE ACTIVITIES. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

3. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED

TO DO THE JOB.

4. ALL MATERIALS STORED ONSITE SHALL BE STORED IN NEAT, ORDERLY

MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A

ROOF OR OTHER ENCLOSURE.

5. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE

ORIGINAL MANUFACTURER'S LABEL.

6. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS

RECOMMENDED BY THE MANUFACTURER.

7. WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE

DISPOSING OF THE CONTAINER.

8. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL

SHALL BE FOLLOWED.

INSPECTION AND MAINTENANCE PLAN

INSPECTION AND MAINTENANCE REPORTS:

1. THE CONSTRUCTION CONTRACTOR'S QUALIFIED INSPECTOR SHALL INSPECT

ALL POINTS OF DISCHARGE INTO SURFACE WATERS, ALL DISTURBED AREAS

OF CONSTRUCTION THAT HAVE NOT BEEN FINALLY STABILIZED, AREAS OF

STORAGE MATERIALS THAT ARE EXPOSED TO PRECIPITATION, STRUCTURAL

CONTROLS AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT

LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE

END OF A STORM THAT IS 0.50 INCHES OR GREATER. WHEN THE SITE HAS

BEEN FINALLY STABILIZED, THE INSPECTION SHALL OCCUR AT LEAST

MONTHLY. ALL INSPECTIONS SHALL BE DOCUMENTED IN THE SWPPP USING

THE SWPPP INSPECTION REPORT FORM.

2. THE EROSION CONTROL SHALL BE MAINTAINED IN GOOD AND EFFECTIVE

OPERATING CONDITIONS, AND REPAIR TO IMPACTED SYSTEMS SHALL BE

INITIATED AND COMPLETED IMMEDIATELY. WHERE EROSION CONTROL

MEASURES ARE DEEMED INEFFECTUAL BY THE CONSTRUCTION CONTRACTOR,

THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE OR THE CONTRACTING

OFFICER, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY

COORDINATE CORRECTIVE MEASURES FOR REPAIR AND REPLACEMENT. ALL

REGULAR AND SPECIAL MAINTENANCE SHALL BE RECORDED IN THE SWPPP ON

THE MAINTENANCE REPORT FORM. ALTERNATIVE MEASURES, REPAIRS, AND

REPLACEMENT SHALL BE IMMEDIATELY IMPLEMENTED AND RECORDED WITH

THE FORM FOR CHANGES TO THE SWPPP. IN NO CASE SHALL

IMPLEMENTATION OF THE REPAIR OR REPLACEMENT OCCUR MORE THAN 7

CALENDAR DAYS FOLLOWING THE INSPECTION.

3. THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE'S QUALIFIED

INSPECTORS SHALL PERIODICALLY REVIEW THE CONSTRUCTION

CONTRACTOR'S INSPECTION REPORTS FOR ADEQUACY AND COMPLETION AND

REPORT IN WRITING, TO THE CONTRACTING OFFICER ANY DEFICIENCIES IN

THE REPORTING. THE CONSTRUCTION CONTRACTOR SHALL ADJUST THE

REPORTING REQUIREMENTS TO THE SATISFACTION OF THE CONTRACTING

OFFICER. THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE REPORTS

SHALL ALSO BE MADE A RECORD OF THE SWPPP.

4. ALL REPORTS, PLANS, AND AMENDMENTS SHALL BE MADE PART OF THE

SWPPP. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF

NON-COMPLIANCE. WHEN A REPORT DOES NOT IDENTIFY ANY INCIDENCES OF

NONCOMPLIANCE, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE

FACILITY IS IN COMPLIANCE WITH THE SWPPP AND GENERIC PERMIT. THE

REPORT SHALL BE SIGNED IN ACCORDANCE WITH THE GENERIC PERMIT.

NON-STORM WATER DISCHARGES

DEWATERING DISCHARGES:

1. DEWATERING ACTIVITIES ARE SUBJECT TO REVIEW OF THE JURISDICTIONAL

STATE AGENCIES, THE CONTRACTING OFFICER AND UNITED STATES AIR

FORCE ENVIRONMENTAL AND IRP OFFICES. DISCHARGES SHALL PROVIDE

PROVISIONS SO THAT NO UPSTREAM FLOODING OR IMPOUNDMENT OCCURS

AND NO SILTATION, EROSION, OR TURBID DISCHARGES OCCURS IN VIOLATION

OF STATE WATER QUALITY STANDARDS. ALL TEMPORARY WORKS SHALL BE

COMPLETELY REMOVED AND ALL AREAS RESTORED TO GRADES, ELEVATIONS

AND CONDITIONS THAT OCCURRED BEFORE CONSTRUCTION AS SOON AS

POSSIBLE.

2. IT IS NOTED HERE THAT GROUNDWATER DEWATERING ACTIVITIES AT

CONSTRUCTION SITES CANNOT BE CONDUCTED UNDER THE GENERIC PERMIT

FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION

ACTIVITIES. PURSUANT TO SECTION 62-621.300(2, FAC, A SEPARATE PERMIT,

ENTITLED, GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND

WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY, MUST BE APPLIED FOR

TO CONDUCT GROUND WATER DEWATERING ACTIVITIES, IF NECESSARY.

TERMINATION PLAN

1. WHEN THE SITE HAS BEEN FINALLY STABILIZED AND ALL STORMWATER

DISCHARGES FROM CONSTRUCTION SITES ELIMINATED, THE CONSTRUCTION

CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION (N.O.T.) WITHIN 14

DAYS OF FINAL STABILIZATION WITH A SUFFICIENT AMOUNT OF ESTABLISHED

PERMANENT VEGETATION.

2. AFTER FILING N.O.T., THE CONSTRUCTION CONTRACTOR SHALL SUBMIT THE

FINAL SWPPP, INCLUDING ALL REPORTS AND RECORDS, TO THE CONTRACTING

OFFICER. THE OWNER SHALL THEN BE RESPONSIBLE TO RETAIN A COPY OF

THE POLLUTION PREVENTION PLAN FOR A PERIOD OF THREE YEARS FROM THE

DATE THE SITE IS FINALLY STABILIZED.

CERTIFICATION:

"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY

WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT

FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION

ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED

THEREUNDER."

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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 & BURY FLAP.

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

WOOD POST @ 10' O.C.

MIN 1" X 2" X 3'

TRENCH MIN 4" X 4"

BURY MIN 8" OF FABRIC IN TRENCH

GEOTEXTILE SILT SCREEN

STAPLE TO POST

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A

RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR

OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY

TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.

FABRIC SEDIMENT FILTER

SPECIFIC APPLICATION

BURLAP FABRIC

STAKES

BURIED BURLAP

FABRIC

RUNOFF WATER

WITH SEDIMENT

FILTERED WATER

CATCH BASIN INLET SEDIMENT TRAP

SILT FENCE

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R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D n g i n e e r i n g I n c

L L E

N

E A

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

A

M b a r v

E

E

S D

C x

C x

C x

C x

C x

C x

C x

C x

C x

S

S

S

S

W x

W x

W x

W x

W x

W x

W x

W x

W x

E

E

E

E

E

E

E

E

W

T

E

SCALE:

ELECTRICAL SITE PLAN

1" = 20'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

GENERAL NOTE:

1. SEE SINGLE LINE DIAGRAM ON SHEET E-602 AND FEEDER SCHEDULE ON E-701 FOR CONDUIT AND

CONDUCTOR SIZES.

FLAG NOTES:

1. REMOVE EXISTING 500 KVA PADMOUNTED TRANSFORMER AND DELIVER TO PAFB ELECTRIC SHOP.

INSTALL NEW 750 KVA PADMOUNTED TRANSFORMER. INSTALL NEW TRANSFORMER ON NEW

CONCRETE PAD. PROVIDE GROUNDING FOR NEW TRANSFORMER PER DETAIL ON SHEET E-501.

2. PROVIDE 2 NEW 5" CONDUITS. CONDUITS SHALL BE DIRECT BURIED, 18" BELOW GRADE. ROUTE

CONDUIT PARALLEL TO EXISTING 4" CONDUIT PER FLAG NOTE 4.

3. EXISTING TRANSFORMER, 480-208/120V, SHALL REMAIN.

4. EXISTING 4" CONDUIT SHALL BE ABANDONED IN PLACE AFTER REMOVAL OF CONDUCTORS. FIELD

VERIFY EXACT ROUTING OF EXISTING CONDUIT. COORDINATE WITH WORK OF FLAG NOTE 2.

5. EXISTING CONCRETE PAD SHALL BE REMOVED. PROVIDE NEW CONCRETE PAD AS REQUIRED TO

MATCH NEW TRANSFORMER DIMENSIONS. SEE TYPICAL PAD DETAIL ON DRAWING E-501 FOR

ADDITIONAL REQUIREMENTS.

6. EXISTING TRANSFORMER T959 SHALL REMAIN.

7. EXISTING 4" CONDUIT WITH (3) #2 15 KV. REMOVE EXISTING CONDUCTORS AND INSTALL NEW

CONDUCTORS (3) #2 15 KV EPR.

ES-101

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E L E

C T

R I C

A L

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I T

E

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L A

N

C

H

A R

T N

E T

T

S X

G

B

E A

R D

C O

N S

T I N

S T

A L L

U

T I L I T

Y

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O N

N E

C T

I O

R

S H

U

I P

B

D

E S

I G

N

S X

P A

F B

F

L n g i n e e r i n g I n c

L L E

N

E A

U S

T

H

C

I V

G

I N

E E

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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

D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

TRUE

NORTH

NORTH

PLAN

A

M b a r v

XFMR-1

PAD

TTC

EXIST F/A

DISCONNECT

1 2 3 4 5

T

P2-12

P2-12

P2-12

P2-12 P2-12

T

ED-101

SCALE:

POWER AND COMMUNICATIONS PLAN - EXISTING AND DEMOLITION

3/16" = 1'-0"

TRUE

NORTH

NORTH

PLAN

GENERAL NOTE:

1. REMOVE ASSOCIATED CONDUIT, WIRE, AND SUPPORTS OF EQUIPMENT BEING REMOVED.

FLAG NOTES:

1. EXISTING ELECTRICAL PANEL SHALL REMAIN.

2. REMOVE EXISTING ELECTRICAL PANEL.

3. EXISTING FIRE ALARM CONTROL PANEL SHALL REMAIN.

4. EXISTING TELEPHONE TERMINAL CABINET SHALL REMAIN.

5. EXISTING RECEPTACLE SHALL BE DISCONNECTED FROM CIRCUIT P2-12 AND BE REMOVED. SPLICE

CONDUCTORS AS REQUIRED TO MAINTAIN POWER TO OTHER RECEPTACLES FED BY P2-12. PROVIDE

BLANK COVER TO CONVERT EXISTING OUTLET BOX TO A JUNCTION BOX. SEE DRAWING E-101 FOR

NEW RECEPTACLE BEING INSTALLED NEAR THIS LOCATION ON A NEW CIRCUIT.

6. EXISTING RECEPTACLE SHALL REMAIN FED FROM CIRCUIT P2-12.

7. EXISTING DISCONNECT SWITCH SHALL REMAIN.

8. REMOVE EXISTING DISCONNECT SWITCH.

J

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E X

I S

T I N

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A

M

O

C

H

A R

T N

E T

T

S X

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B

E A

R D

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N S

T I N

S T

A

I L

I T

Y

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O N

N E

C T

I O

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I P

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E S

I G

N

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F B

F

L n g i n e e r i n g I n c

L L

E N

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U S

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I V

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I N

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Q U

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T

E

D E

L I V

E R

Y

N

O

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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 D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

16'12'8'0'2'4' 4'

GRAPHIC SCALE 3/16" = 1'-0"

PANEL

P-5

PANEL

P-3

PANEL

P-4

FACP

PANEL

P-1

PANEL

P-2

P4-14,16,18

P4-20,22,24

MEZZANINE

A

M b a r v

1 2 3 4 5

LIGHTING PLAN - EXISTING AND DEMOLITION

3/16" = 1'-0"

TRUE

NORTH

NORTH

PLAN

GENERAL NOTE:

1. EXISTING LIGHTING FIXTURES ARE LOCATED APPROXIMATELY 16' TO 20' ABOVE FINISHED FLOOR.

FLAG NOTE:

1. EXISTING FLUORESCENT FIXTURE ATTACHED TO THE CEILING STRUCTURE. DISCONNECT EXISTING

CONDUIT AND WIRE. RETAIN FIXTURES FOR REINSTALLATION AS SHOWN ON DRAWING E-102.

16'12'8'0'2'4' 4'

GRAPHIC SCALE 3/16" = 1'-0"

(TYP)

ED-102

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H T

I N

G

P

L A

N

E

X I S

T I N

G

A

M

O L

I T

I O

N

C

H

A R

T N

E T

T

S X

G

B

E A

R D

C O

N S

T I N

S T

A

I L

I T

Y

C

O N

N E

C T

I O

R

S H

U

I P

B

D

E S

I G

N

S X

P A

F B

F

L n g i n e e r i n g I n c

L L

E N

E A

U S

T

H

C

I V

I L

E

N G

I N

E E

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S

Q U

A D

R O

N

I L

T

D

A 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 D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

MEZZANINE

A

M b a r v

XFMR-1

PAD

1 2 3 4 5

FFF

F F

F F F

F

T

T

P2-12

P5-8

P2-12

P5-8

P2-12

P4-11

P4-9P4-11P4-9

F F F

EXIST F/A

DISCONNECT

J

J

E-101

SCALE:

POWER AND COMMUNICATIONS PLAN - EXISTING AND NEW

3/16" = 1'-0"

TRUE

NORTH

NORTH

PLAN

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H E

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O L E

M A

N

P O

W E

R

A

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N I C

A T

I O

A

N

E X

I S

T I N

G

A

W

C

H

A R

T N

E T

T

S X

G

B

E A

R D

C O

N S

T I N

S T

A L

L

U

T I L

I T

Y

C

O N

N E

C T

I O

R

S H

U

I P

B

D

E S

I G

N

S X

P A

F B

F

L n g i n e e r i n g I n c

L L

E N

E A

U S

T

H

C

I V

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I N

E E

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S

Q U

A D

R O

N

I L

T

D

A 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

D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

16'12'8'0'2'4' 4'

GRAPHIC SCALE 3/16" = 1'-0"

TTC

FACP

PANEL

P-3

PANEL

P-4

PANEL P-5

GENERAL NOTES:

1. SEE FEEDER SCHEDULE ON SHEET E-701 FOR CONDUIT AND CONDUCTOR SIZES.

2. EQUIPMENT LOCATIONS SHOWN ARE APPROXIMATE. FACILITY USER TO POSITION EQUIPMENT PRIOR

TO ELECTRICAL CONNECTIONS BEING MADE.

3. DISCONNECT SWITCH RATINGS SHALL BE EQUAL TO OR GREATER THAN THE CIRCUIT AMPACITY

SHOWN IN THE FEEDER SCHEDULE TABLE ON SHEET E-701.

4. CONDUIT SHALL NOT BE ROUTED ON THE FLOOR. PROVIDE STEEL SUPPORT STANCHIONS

CONSTRUCTED OF UNISTRUT TYPE CHANNEL WITH ASSOCIATED UNISTRUT TYPE HORIZONTAL

CONVEYANCE, WALL BRACKETS AND ADDITIONAL HARDWARE. HORIZONTAL SECTIONS SHALL BE

APPROXIMATELY 10' ABOVE FINISHED FLOOR. COORDINATE SUPPORT LOCATIONS WITH THE

FACILITY USER TO AVOID INTERFERENCE WITH PLANNED USAGE OF SHOP EQUIPMENT.

FLAG NOTES:

1. EXISTING ELECTRICAL PANEL.

2. PROVIDE NEW ELECTRICAL PANEL.

3. EXISTING FIRE ALARM CONTROL PANEL.

4. EXISTING TELEPHONE TERMINAL CABINET.

5. PROVIDE NEW DISCONNECT SWITCH. SEE GENERAL NOTE 3.

6. PROVIDE BLANK COVER TO CONVERT EXISTING OUTLET BOX TO A JUNCTION BOX. SEE DRAWING

ED-101 FOR REMOVAL OF EXISTING RECEPTACLE.

7. PROVIDE NEW QUAD RECEPTACLE AND FEED FROM CIRCUIT P5-8. LOCATE RECEPTACLE ADJACENT

TO THE JUNCTION BOX IDENTIFIED BY FLAG NOTE 6.

8. PROVIDE NEW QUAD RECEPTACLE IN CENTER OF SHOP AREA. SEE GENERAL NOTE 4.

PANEL

P-1

PANEL

P-2

P4-31,33,35

P1-20,22,24

P1-8,10,12

P5-31,33,35

P1-14,16,18

P5-27,29

BEAD BLASTER

P1-13,15,17

P1-2,4,6

P1-19,21

K

ROLLING

TABLE/SHEET

STORAGE

METAL

RECYCLE

W A

T E

R

T A

N K

WATER

JET

MACHINING

CENTER

CLOSED

LOOP

SYSTEM

CHILLER

OMAX

PUMP

DROP SAW

S T

O R

A G

E

HORIZ

STORAGE

S T

O R

A G

E

V E

R T

S H

E E

T

S T

O R

A G

E

PRTR

PART

WASHER

ROLLING

TABLE/SHEET

STORAGE

WELDING

ENCLOSURE

OVEN

F U

R N

A C

E

VAC

VAC

A

M

P

TURNING CENTER

TURNING

CENTER

ROLLING

TABLE/SHEET

STORAGE

TOOL

BOX

DRILL

PRESS

IRON

WORKER

ARBER

PRESS

B

P5-34,36

J

P5-30,32

J

EJ

D

ULTRASONIC

WELDER

E

G

J

MEZZANINE

P4-38,40,42

B

P4-20,22,24

E

P4-9,11

M

P1-31,33,35

E

F

TIG

WELDER

(TYP)

J

(TYP)

A

M b a r v

1 2 3 4 5

LIGHTING PLAN - NEW CONSTRUCTION

3/16" = 1'-0"

TRUE

NORTH

NORTH

PLAN

GENERAL NOTE:

1. CONNECT LIGHTING FIXTURES TO EXISTING CIRCUITS AND SWITCHES.

FLAG NOTE:

1. REINSTALL EXISTING FLUORESCENT FIXTURES SO THAT BOTTOM OF FIXTURE IS 12' ABOVE FINISHED

FLOOR. REPOSITION FIXTURES AS SHOWN ON THIS SHEET TO ALLOW FOR MAINTENANCE ACCESS.

PROVIDE NEW 3/4" CONDUIT AND #12 WIRE FOR RECONNECTION OF EXISTING CIRCUIT TO THE

RELOCATED FIXTURES.

16'12'8'0'2'4' 4'

GRAPHIC SCALE 3/16" = 1'-0"

(TYP)

E-102

J

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O L E

M A

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L I G

H T

I N

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P

L A

N

E

X I S

T I N

G

A

W

C

H

A R

T N

E T

T

S X

G

B

E A

R D

C O

N S

T I N

S T

A L

L

U

T I L

I T

Y

C

O N

N E

C T

I O

R

S H

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E S

I G

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F B

F

L n g i n e e r i n g I n c

L L

E N

E A

U S

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Q U

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A T

E

D E

L I V

E R

Y

N

O

D R

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Y

D E

S I G

N E

D

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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

D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

MEZZANINE

A

M b a r v

SEE DETAIL

TO SWITCH GND BUS.

PROVIDE #4/0 BSD COPPER

WELD (TYP)

EXOTHERMIC

PROVIDE

GROUND RODS

COPPER CLAD STEEL

PROVIDE (2) 3/4" x 10'-0"

24" BELOW GRADE.

GROUNDING CONDUCTOR, MINIMUM

PROVIDE #4/0 BSD COPPER

E-501

CONCRETE 4000 PSI @ 28 DAYS

M I N

"CADWELD" TYPE

EXOTHERMIC WELD

#4/0 BSD CU.

GROUND CABLE

CRUSHED STONE

GROUND RODS

PROVIDE (2)

3/4" X 10'-0"

COPPER CLAD STEEL

GROUND ROD

6"

4" MAX

SIZE PAD AS REQUIRED TO

SUIT EQUIPMENT FURNISHED

#4 BAR @ 12" MAX. EA. WAY

TOP & BOTTOM

FINISHED

GRADE

#4

9"

#4 CENTERED

SCALE:

TYPICAL TRANSFORMER GROUNDING DETAIL

NONE

C

SCALE:

GROUND ROD DETAIL

NONE

C

E-501

SCALE:

15KV PAD MOUNTED EQUIPMENT

NONE

CONCRETE PAD DETAIL FOR

SCALE:

SECTION

NONE

A

E-501

SCALE:

SECTION

NONE

B

E-501

CONDUIT/CABLE ENTRY AREA

#5 BAR @ 12" MAX. TOP & BOTTOM

M

A X

REAR

12"

FRONT

12"

A

E-501

4"

T O

T

T O

M

NOTE: SIZE OF PAD SHALL BE A MINIMUM OF 12" WIDER

AND 12" LONGER THAN TRANSFORMER OR SWITCH

DIMENSIONS.

B

E-501

4"

PLAN VIEW

SCALE:

TYPICAL DETAIL

NONE

E-501

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I C

W I T

D

G R

O U

N D

I N

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D

E T

A I L

S

C

H

A R

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E A

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C O

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T I N

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A L

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U

T I L

I T

Y

C

O N

N E

C T

I O

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S H

U

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D

E S

I G

N

S X

P A

F B

F

L U

S A

F

T

H

C

I V

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I N

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Q U

A D

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T

D

A 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 D

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

D n g i n e e r i n g I n c

L L

E N

E A

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

SCALE:

MEDIUM VOLTAGE CIRCUIT IDENTIFICATION TAG DETAIL - EXAMPLE

NONE

BɸFROM

Bɸ TO

FROM

AT EQUIPMENT

MHTOMHBɸ

SS37V1-1

MH Bɸ

AT MANHOLES OR HANDHOLES

2329 2418

CKT N0IC10

KCMIL KCMIL

KCMILKCMIL

INDICATES PHASE OF

SINGLE CONDUCTOR CABLE

CABLE

1" HIGH POLYETHYLENE TAGS

WITH BLACK ON YELLOW FINISH

STANDARD CHARACTERS

(TYPICAL CABLE NUMBER SHOWN)

NYLON SELF-LOCKING

TIE-STRAPS

CABLE

POLYETHYLENE TAG HOLDER

WITH BLACK FINISH (TYP)

NOTE: AT EQUIPMENT, CABLE TAG

SHALL IDENTIFY EQUIPMENT AT OTHER

END OF THE CABLE.

A

M b a r v

T

H

C

I V

I L

E

N 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 D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

E-601

J

M

A Y

H E

W

L

C

O L

E M

A N

S I N

G

N

E

D

I A

G R

X I S

T I N

G

A

N D

D E

M O

L I T

I O

N

C

H

A R

T N

E T

T

S X

G

B

E A

R D

C O

N S

T I N

S T

A L L

U

T I L I T

Y

C

O N

N E

C T

I O

R

S H

U

I P

B

D

E S

I G

N

S X

P A

F B

F

L

SCALE: NONE

SINGLE LINE DIAGRAM - EXISTING AND DEMOLITION

(2) SETS

4" SCH 80 PVC WITH

3#250 KCMIL AND

1#2 GND IN EACH CONDUIT

225 KVA

480-280/120V

SERVICE

ENTRANCE

GROUND

A/C PACKAGED

UNIT

40A

3P

300A

3P

400A

3P

PANEL P1, 400A, 3P, 3W

SQUARE D I-LINE OR EQUAL

20A

3P

SERVICE

ENTRANCE

GROUND

500 KVA

13.2 KVA - 480/277V

PAD MOUNTED

TRANSFORMER

PANEL

P-3

125A

3P

SPD

1,3,5 2 4 6 7,9,11 8 10 12 13 16 201814

M

R E

C E

P T

A C

L E

U P

P E

R

N

W

L I G

H T

S

H I G

H

B

A Y

S O

U T

H

O U

T S

I D

E

D R

Y E

R

F

U T

U R

E

L I G

H T

S

M E

Z Z

A

B O

V E

A N

D

B

E L O

W

T V

S S

PANEL P2, 208Y/120V, 3 PH, 4W

600A

O U

T S

I D

E

L I G

H T

I N

G

L I G

H T

S

H I G

H

B

A Y

N O

R T

H

S P

A R

E

600A3P

SPD

S O

U T

H

R E

C E

P T

A C

L E

S

N O

R T

H

R E

C E

P T

A C

L E

S

15 17

R

O L L U

P

D O

O R

S

R E

C E

P T

A C

L E

U P

P E

R

S

E

R E

C E

P T

A C

L E

R E

C E

P T

A C

L E

R E

C E

P T

A C

L E

S

A D

T C

O M

M

R E

C E

P T

A C

L E

S

F I R

E

A

L A

R M

R E

C E

P T

A C

L E

S

L O

W E

R

L I G

H T

N O

R T

H

R E

C E

P T

A C

L E

S

R E

C E

P T

A C

L E

S

R E

C E

P T

A C

L E

S

R E

C E

P T

A C

L E

S

SUBFEED SUBFEED

P A

N E

L

P

O

F F

I C

E

P A

N E

L

P

FLAG NOTE:

1. REMOVE EXISTING (3) 1C #2.

20A

3P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

200A

3P

20A

1P

20A

1P

30A

1P

30A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

200A

3P

200A

3P

1,2,3

SW #23 (FDR A1)

7,8,94,5,6 10,11,12

T907

225KVA

208Y/120V

T959

112.5KVA

208Y/120V

A

M b a r v

T

H

C

I V

I L

E

N 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 D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

E-602

J

M

A Y

H E

W

L

C

O L

E M

A N

S I N

G

N

E

D

I A

G R

X I S

T I N

G

A

W

C

H

A R

T N

E T

T

S X

G

B

E A

R D

C O

N S

T I N

S T

A L L

U

T I L I T

Y

C

O N

N E

C T

I O

R

S H

U

I P

B

D

E S

I G

N

S X

P A

F B

F

L

225 KVA

480-280/120V

SERVICE

ENTRANCE

GROUND

A/C PACKAGED

UNIT

40A

3P

300A

3P

1000A

3P

PANEL P1, 1000A, 3P, 4W

SQUARE D I-LINE OR EQUAL

30A

3P

750 KVA

13.2 KVA - 480/277V

PAD MOUNTED

TRANSFORMER

3-AXIS

MILL

20A

3P

SPD

80A

3P

20A

3P

FURNACE

125A

3P

IRON

WORKER

30A

3P

40A

3P

OMAX CLOSED

LOOP SYSTEM

15A

2P

NEUTRAL

GROUND

GENERAL NOTE:

1. SEE SHEET E-701 FOR FEEDER AND CONDUIT SIZES.

WHM 1

OMAX

PUMP

OMAX

CHILLER

AIR

COMPRESSOR

BC DE F G B

FLAG NOTES:

1. PROVIDE NEW SMART METER MOUNTED WITHIN THE SWITCHBOARD.

METER SHALL BE SCHNEIDER PM5560S METSEPM5560 BASIC METERING

WITH CLASS 0.2S ACCURACY + 4DI/2DO + DATA LOGGING + MULTI TARIFF

+ DUAL ETHERNET AND SERIAL COMMS + 4TH CT INPUT FOR NEUTRAL &

GROUND MEASUREMENT + INTERNAL WEB SERVER. (INCLUDE GATEWAY

+ CYBER SECURITY). INSTALL WITH THE MODBUS TCP/IP ETHERNET

CARD INCLUDED

2. PROVIDE NEW (3) 1C #2, 15KV EPR CABLE.

A

L

J

SCALE: NONE

SINGLE LINE DIAGRAM - EXISTING AND NEW

SERVICE

ENTRANCE

GROUND

1,3,5 2 4 6 7,9,11 8 10 12 13 16 201814

M

R E

C E

P T

A C

L E

U P

P E

R

N

W

L I G

H T

S

H I G

H

B

A Y

S O

U T

H

O U

T S

I D

E

D R

Y E

R

F

U T

U R

E

L I G

H T

S

M E

Z Z

A

B O

V E

A N

D

B

E L O

W

T V

S S

PANEL P2, 208Y/120V, 3 PH, 4W 600A

O U

T S

I D

E

L I G

H T

I N

G

L I G

H T

S

H I G

H

B

A Y

N O

R T

H

S P

A R

E

600A3P

SPD

S O

U T

H

R E

C E

P T

A C

L E

S

N O

R T

H

R E

C E

P T

A C

L E

S

15 17

R

O L L U

P

D O

O R

S

R E

C E

P T

A C

L E

U P

P E

R

S

E

R E

C E

P T

A C

L E

R E

C E

P T

A C

L E

R E

C E

P T

A C

L E

S

A D

T C

O M

M

R E

C E

P T

A C

L E

S

F I R

E

A

L A

R M

R E

C E

P T

A C

L E

S

L O

W E

R

L I G

H T

N O

R T

H

R E

C E

P T

A C

L E

S

R E

C E

P T

A C

L E

S

R E

C E

P T

A C

L E

S

R E

C E

P T

A C

L E

S

SUBFEED SUBFEED

P A

N E

L

P

O

F F

I C

E

P A

N E

L

P

20A

3P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

200A

3P

20A

1P

20A

1P

30A

1P

30A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

20A

1P

200A

3P

200A

3P

1,2,3

SW #23 (FDR A1)

7,8,94,5,6 10,11,12

T907

225KVA

208Y/120V

T959

112.5KVA

208Y/120V

7,9,11

38,40,42

1,3,5 31,33,35

13,15,172,4,6 8,10,12 14,16,18 20,22,24

19,21

PANEL

P-3

125A

3P

37,39,41

A

M b a r v

T

H

C

I V

I L

E

N 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 D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

E-701

J

M

A Y

H E

W

L

C

O L

E M

A N

E L E

C T

R I C

A L

S

C H

E D

U L E

S

C

H

A R

T N

E T

T

S X

G

B

E A

R D

C O

N S

T I N

S T

A L L

U

T I L I T

Y

C

O N

N E

C T

I O

R

S H

U

I P

B

D

E S

I G

N

S X

P A

F B

F

L

Panel : PANEL P1 (EXST)

BUILDING 992

Voltage: 480Y/277V, 3-PHASE Amps: 400 kAIC Rating:

SQUARE D TYPE NQ

Main: Breaker

BKR A/P

Description

VA Circuit # A B C Circuit # VA

Description

BKR A/P

30/3

Surge Protection

0 1 0 2 SPACE

0 3 0 4 SPACE

0 5 0 6 SPACE

40/3

AC Packaged Unit

6967 7 6967 8 SPACE

6967 9 6967 10 SPACE

6967 11 6967 12 SPACE

SPACE 13 14 SPACE

SPACE 15 16 SPACE

SPACE 17 18 SPACE

SPACE 19 20 SPACE

SPACE 21 22 SPACE

SPACE 23 24 SPACE

125/3 PANEL P3 27217 25 95381 26 68164 PANEL P2 VIA TRANSFORMER 300/3

27271 27 95435 28 68164

27271 29 95435 30 68164

Row Code Factor Name

Aph(VA) Bph(VA) Cph(VA)

Panel Summary

Total Connected Load

VA: 308060

(None)

34021 34089 34089

Amps:

370.6

2 Motor 9087 9087 9087

3 General 85205 85205 85205

Total Demand Load

VA: 308060

Total 128313 128381 128381

Amps:

370.6

Total CodeFactor Load

VA: 385075

Amps:

463.3

Total Design Load

VA: 385075

Totals

Amps:

463.3

Panel : PANEL P1 (NEW)

BUILDING 992

Voltage: 480Y/277V, 3-PHASE Amps: 1200 kAIC Rating: 30

Main: Breaker

BKR A/P

Description

VA Circuit # A B C Circuit # VA

Description

BKR A/P

30/3

Surge Protection

0 1 2614 2 2614 OMAX CHILLER 20/3

0 3 2614 4 2614

0 5 2614 6 2614

40/3

@@ AC Packaged Unit

6967 7 41607 8 34640 FURNACE 125/3

6967 9 41607 10 34640

6967 11 41607 12 34640

80/3

OMAX Pump

13333 13 17663 14 4330 IRON WORKER 30/3

13333 15 17663 16 4330

13333 17 17663 18 4330

15/2 OMAX CLOSED LOOP SYSTEM 1200 19 9860 20 8660 AIR COMPRESSOR 40/3

1200 21 9860 22 8660

SPACE 23 8660 24 8660

SPACE 25 26 SPACE

SPACE 27 28 SPACE

SPACE 29 30 SPACE

20/3 3-AXIS MILL 2771 31 2771 32 SPACE

2771 33 2771 34 SPACE

2771 35 2771 36 SPACE

125/3

@@ PANEL P3

27217 37 102217 38 75000

@@ PANEL P2 VIA TRANSFORMER

300/3

27271 39 102271 40 75000

27271 41 102271 42 75000

Row Code Factor Name

Aph(VA) Bph(VA) Cph(VA)

Panel Summary

Total Connected Load

VA: 535280

(None)

82285 82353 80853

Amps:

645.4

2 Motor 41565 41565 41565

3 General 93750 93750 93750

Total Demand Load

VA: 535280

Total 217600 217668 216168

Amps:

645.4

Total CodeFactor Load

VA: 651436

Amps:

785.4

Total Design Load

VA: 651436

Totals

Amps:

785.4

PANEL SCHEDULE LEGEND:

EXISTING LOAD BEING DEMOLISHED

NEW LOAD BEING ADDED TO EXISTING PANEL

EXISTING LOAD CONNECTED TO NEW PANEL

FEEDER SCHEDULE

TAG PHASE NEUTRAL GND CONDUIT CIRCUIT AMPACITY REMARKS

A 6 #500 2 #500 5" 1200A THREE PHASE 2 SETS

B 3 #8 1 #10 1" 40A THREE PHASE

C 3 #10 1 #10 1 #10 1" 30A THREE PHASE

D 3 #3 1 #8 1 1/4" 80A THREE PHASE

E 3 #12 1 #12 3/4" 20A THREE PHASE

F 3 #1 1 #6 2" 125A THREE PHASE

G 3 #10 1 #10 3/4" 30A THREE PHASE

H 2 #10 1 #10 3/4" 30A SINGLE PHASE

J 2 #12 1 #12 3/4" 15A/20A SINGLE PHASE

K 3 #4 1 #10 1" 60A THREE PHASE

L 3 #350 1 #4 4" 300A THREE PHASE EXISTING CONDUIT

M 2 #10 1 #10 1 #10 3/4"

(2) 20A

SINGLE PHASE

A

M b a r v

T

H

C

I V

I L

E

N 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 D

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

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B