AM02 DRAWINGS.pdf

US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

CONSOLIDATED GULF RANGE OPERATIONS CENTER

(GROC) FACILITY/CONSOLIDATED TELEMETRY RANGE

OPERATIONS CENTER (TROC) FACILITY

EGLIN AIR FORCE BASE, FLORIDA

OKALOOSA COUNTY

JANUARY 2020

SMALL BUSINESS (SB) SET-ASIDE

MOBILE DISTRICT PROJECT CODE : MEF19008

SOLICITATION NUMBER : W9127820R0001

AMENDMENT 0002

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0 30' 60'

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A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

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1695/FTFA 183002 & 1695/FTFA 183003

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48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

OR

Know what's below.

Call before you dig.

BLDG 55

BLDG 47

BLDG

Z-15175

BLDG 44

GEORGIA AVENUE

REMOVE EXISTING

CATCH BASINS

CHOCTAWHATCHEE AVENUE

DEMOLITION PLAN - BASE BID AND BID OPTIONS

1" = 40'

BLDG 314/40

CHOCTAWHATCHEE AVENUE

WARNING

GAS MAIN IN AREA OF CONSTRUCTION

PROTECT EXISTING

COMM UTILITIES

KEYNOTES

KEY NOTE:

CONTRACTOR TO DEMOLISH EXISTING GAS MAIN

SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT &

ENSURE A CLEAN EDGE

DEMOLISH EXISTING STORM DRAIN

DEMOLISH EXISTING STORM STRUCTURE

REMOVE EXISTING COMM LINE

REMOVE EXISTING COMM VAULT

PROTECT EXISTING COMM VAULT

REMOVE EXISTING DUMPSTER PAD AND BLOCK WALL AND

RELOCATE DUMPSTER

REMOVE EXISTING OVERHEAD UTILITIES AND ASSOCIATED

POLES - SOME TO REMAIN

REMOVE EXISTING CONCRETE SIDEWALK AND CURB

REMOVE EXISTING TREE

REMOVE AND REPLACE COMMUNICATION VAULT LID

REMOVE EXISTING CAST IN PLACE STRUCTURE AND

MISCELLANEOUS STORM PIPING

REMOVE EXISTING PAVEMENT MARKINGS

DEMOLISH SIDEWALK

REMOVE EXISTING

STORM MANHOLE

AND REPLACE

WITH NEW

UTILITY DEMOLITION

DEMOLITION OF EXISTING

ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT

EXISTING CONCRETE

PROTECT EXISTING

UTILITIES

DEMOLITION OF DUMPSTER

PAD AND BLOCK WALLS

DEMOLITION LEGEND

DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION WITH

CONTRACTING OFFICER. CONTRACTOR SHALL NOTIFY CHELCO,

ASUS, AND OKALOOSA GAS 60 DAYS PRIOR TO INITIATING DEMOLITION

ACTIVITIES FOR UTILITY ADJUSTMENTS. DEMOLITION SHALL NOT BE

INITIATED PRIOR TO THE RELOCATION OF THE OKALOOSA GAS LINE.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO

BEGINNING CONSTRUCTION ACTIVITIES. VERIFY ALL UTILITIES NOTED

FOR DEMOLITION HAVE BEEN SHUT OFF AND ABANDONED PRIOR TO

COMMENCING ANY CONSTRUCTION ACTIVITIES. COORDINATE WITH

CONTRACTING OFFICER AND NOTIFY IMMEDIATELY OF ANY

DISCREPANCY WITH UTILITY LOCATIONS. EACH CONTRACTOR IS

RESPONSIBLE FOR ANY AND ALL DAMAGE TO UTILITIES CAUSED BY

THEIR CONSTRUCTION ACTIVITIES.

3. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL

PLAN FOR APPROVAL BY CONTRACTING OFFICER AND BASE

ENGINEER PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

TEMPORARY TRAFFIC CONTROL PLAN SHALL COMPLY WITH FDOT

MAINTENANCE OF TRAFFIC DESIGN REQUIREMENTS, SPECIFICATIONS

AND 600 SERIES INDEXES LATEST EDITION.

4. REFER TO ELECTRICAL AND TELECOM SITE DRAWINGS FOR RELATED

DEMOLITION DEFINED FOR TROC AND GROC BASE BID AND BID

OPTIONS DELINEATION.

CLEARING AND GRUBBING

NOTES:

· REFER TO VF101 & VF102 FOR EXISTING LEGEND.

· REFER TO CI002 FOR NEW WORK LEGEND.

· REFER TO ELECTRICAL SHEETS FOR NEW WORK.

DEMOLITION OF EXISTING HARDSCAPE, GRAVEL,

CONCRETE, CURB AND GUTTER

BLDG 62

BUILDING 55 LOADING

DOCK

BID OPTION NO. 13: "PARKING AREA AND DUMPSTER ENCLOSURE"

LIMITS OF DEMOLITION

BID OPTION NO. 12: "PARKING AREA"

LIMITS OF DEMOLITION

BASE BID (TROC)

LIMITS OF DEMOLITIONSTORMWATER PIPING

DEMOLITION PART OF

BASE BID

BID OPTION NO. 11: "PARKING AREA"

LIMITS OF DEMOLITION

BID OPTION NO. 13

DUMPSTER ENCLOSURE

(COORDINATE ACCESS TO BUILDINGS 55 AND

62 DURING DUMPSTER CONSTRUCTION. SEE

SHEET CD101.

BASE BID (GROC)

LIMITS OF DEMOLITION

LIMITS OF TROC DEMOLITION

LIMITS OF GROC DEMOLITION

BASE BID (GROC)

LIMITS OF DEMOLITION

BASE BID (GROC)

LIMITS OF DEMOLITION

RELOCATE AS SHOWN ON SHEET TS-101.

PROVIDE 12' WIDE GRAVEL ACCESS

TO BUILDING Z-15175, AND RESTORE

AT PROJECT COMPLETION

CG502

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AMENDMENT 0002

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

SOD

AutoCAD SHX Text

SOD

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

SOD PARKING

AutoCAD SHX Text

ABANDONED IN PLACE

AutoCAD SHX Text

0.5' WIDE RIBBON CURB

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

3'X3' CONCRETE PAD

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=54.32' NORTH INV. ELEV.=46.72' (36" CMP) SOUTH INV. ELEV.=46.82' (36" CMP) EAST INV. ELEV.=47.57' (12" CMP)

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=54.26' NORTH INV. ELEV.=46.94' (36" CMP) SOUTH INV. ELEV.=47.76' (18" RCP) SOUTHWEST INV. ELEV.=49.81' (8" TERRA COTTA) WEST INV. ELEV.=46.91' (36" CMP) BOTTOM OF BOX ELEVATION = 46.94'

AutoCAD SHX Text

DUMPSTER PAD WITH 0.65' WIDE WALL

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=56.90' WEST INV. ELEV.=50.62'(20" RCP) EAST INV. ELEV.=50.57'(20" RCP)

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=56.91' WEST ELEVATION=50.31'(20" RCP) NORTH ELEVATION=50.19'(20" RCP)

AutoCAD SHX Text

BRICK BUILDING

AutoCAD SHX Text

SINGLE STORY BLOCK BUILDING

AutoCAD SHX Text

CONCRETE BLOCK SINGLE STORY BUILDING

AutoCAD SHX Text

CONCRETE BLOCK BUILDING

AutoCAD SHX Text

0.50' WIDE RIBBON CURB

AutoCAD SHX Text

RADIO TOWER

AutoCAD SHX Text

0.50' WIDE RIBBON CURB

AutoCAD SHX Text

COMMUNICATIONS VAULT

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

JERSEY BARRIER

AutoCAD SHX Text BENCHMARK #1 SET NAIL & DISK L.B. #3724 ELEVATION=55.00' NORTHING: 545765.58 EASTING: 1336729.32

AutoCAD SHX Text BENCHMARK #2 SET NAIL & DISK L.B. #3724 ELEVATION=58.97' NORTHING: 545633.67 EASTING: 1336747.95

AutoCAD SHX Text BENCHMARK #3 SET NAIL & DISK L.B. #3724 ELEVATION=58.09' NORTHING: 545389.55 EASTING: 1336907.44

AutoCAD SHX Text BENCHMARK #4 SET NAIL & DISK L.B. #3724 ELEVATION=56.16' NORTHING: 545681.49 EASTING: 1337227.10

AutoCAD SHX Text

PARKING BUMPER/ WHEEL STOP (TYPICAL)

AutoCAD SHX Text

GENERATOR PAD

AutoCAD SHX Text

FUEL TANK PAD

AutoCAD SHX Text

A/C PAD

AutoCAD SHX Text

BACKFLOW PREVENTER ON PAD

AutoCAD SHX Text

SINGLE STORY STUCCO BUILDING

AutoCAD SHX Text

BACKFLOW PREVENTER ON PAD

AutoCAD SHX Text

CONCRETE DUMPSTER PAD WITH BLOCK WALL

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=54.26' NORTH INV. ELEV.=48.91' (12" RCP) SOUTH INV. ELEV.=48.81' (12" IRON PIPE) EAST INV. ELEV.=49.86' (8" DUCTILE IRON PIPE) TOP WEST INV. ELEV.=51.41' (4" DUCTILE IRON PIPE) BOTTOM WEST INV. ELEV.=49.86'(8" DUCTILE IRON PIPE) BOTTOM OF BOX ELEVATION = 48.96'

AutoCAD SHX Text CURB INLET NORTH INV. ELEV.=48.42' (12" DUCTILE IRON) TOP ELEVATION=54.27' WEST INV. ELEV.=48.27' (30" CMP) EAST INV. ELEV.=48.27' (24"CMP)

AutoCAD SHX Text STORM MANHOLE RIM ELEVATION=57.89' WEST INV. ELEV.=51.79' (12" RCP) EAST INV. ELEV.=51.69' (12"RCP) SOUTH INV. ELEV.=51.89'(12"RCP) SOUTHEAST INV. ELEV.=54.69'(6" DUCTILE IRON)

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

STEPS

AutoCAD SHX Text SANITARY SEWER MANHOLE RIM ELEVATION=55.19' WEST INV. ELEV.=50.59' (8"TERRA COTTA) EAST INV. ELEV.=50.54' (8"TERRA COTTA)

AutoCAD SHX Text SANITARY SEWER MANHOLE RIM ELEVATION=55.76' WEST INV. ELEV.=50.26' (8"TERRA COTTA) NORTH INV. ELEV.=50.14' (8"TERRA COTTA)

AutoCAD SHX Text

BURIED ELECTRIC CABLE

AutoCAD SHX Text

SANITARY SEWER MANHOLE ABANDONED (NOT IN USE)

AutoCAD SHX Text

SANITARY SEWER MANHOLE ABANDONED (NOT IN USE)

AutoCAD SHX Text

SANITARY SEWER MANHOLE ABANDONED (NOT IN USE)

PREFINISHED METAL

RAKE TRIM

PU

RL

IN

S

PEMB RIGID FRAME, SEE

STRUCTURAL

R-13 BATT INSULATION

6" - 16 GA. GALVANIZED METAL

STUDS, SEE STRUCTURAL

1/2" EXTERIOR SHEATHING

FLUID APPLIED

AIR/MOISTURE BARRIER

6" - 16 GA. GALVANIZED

METAL STUD TRACK

PREFINISHED PEMB STANDING

SEAM METAL ROOF

THERMAL SPACER (BETWEEN

EACH ROOF CLIP)

CONCEALED STAND-OFF

ROOF PANEL CLIP TO

ALLOW FOR THERMAL

SPACER AND FASTENERS

SEALANT TAPE

5" 2'-0"

PREFINISHED INSULATED

METAL WALL PANEL

R-11 - BATT INSULATION WITH

VAPOR RETARDER (NON-

PERFORATED) AT TOP SIDE

R-19 - BATT INSULATION

WITH VAPOR RETARDER

(PERFORATED) AT

BOTTOM SIDE

PREFINISHED METAL

SOFFIT PANEL

1 1/2" - 16 GA. GALVANIZED

METAL FURRING

PREFINISHED METAL

SOFFIT TRIM PREFINISHED METAL

SOFFIT TRIM

8 9

CONTINUOUS SEALANT

7"

PEMB PURLIN

2 1/2" 6" 10"

1'-4"

PREFINISHED

METAL

FASCIA

PRE-FINISHED

GASKETED FASTENER

BACK-UP ANGLE, TYP.

PREFINISHED GALVANIZED

SUPPORT BAND GRID

SYSTEM FASTENED TO

UNDERSIDE OF PEMB

PURLINS AND WALLS TO

SUPPORT ROOF INSULATION

2" x 2" - 18 GA - CONTINUOUS BENT

PLATE TO SECURE SUPPORT

BAND & VAPOR RETARDER AFTER

WALL CONSTRUCTION; ANCHOR

PLATE TO ADJACENT STUD WALL

WITH #8 SELF-TAPPING SCREWS

@ 12" O.C. MIN.

CONTINUOUS

FIRE SEALANT

2 1/2" GALVANIZED METAL

STUDS FRAMING, PROVIDE

CLIP ANGLE ATTACHMENT

AT EACH PURLIN

2 1/2" GALVANIZED METAL STUD

FRAMING

5/8" GYPSUM WALLBOARD

R-13 BATT INSULATION

6" - 16 GA. GALVANIZED METAL

STUDS, SEE STRUCTURAL

1/2" EXTERIOR SHEATHING

FLUID APPLIED

AIR/MOISTURE BARRIER

6" - 16 GA. GALVANIZED METAL

TRACK, SEE STRUCTURAL

THERMAL SPACER

PREFINISHED GALVANIZED SUPPORT BAND GRID

SYSTEM FASTENED TO UNDERSIDE OF PEMB PURLINS

AND WALLS TO SUPPORT ROOF INSULATION

PREFINISHED INSULATED

METAL WALL PANEL

R-11 - BATT INSULATION WITH

VAPOR RETARDER (NON-

PERFORATED) AT TOP SIDE

R-19 - BATT INSULATION WITH VAPOR

RETARDER (PERFORATED) AT BOTTOM SIDE

I J

BACK-UP ANGLE

Z-CLOSURE, SET IN CONTINUOUS SEALANT

BED, SEAL AGAINST RIB OF ROOF PANEL

CONCEALED STAND-OFF

ROOF PANEL CLIP TO

ALLOW FOR THERMAL

SPACER AND FASTENERS

6" 2 1/2"

2" x 2" - 18 GA - CONTINUOUS BENT PLATE TO SECURE

SUPPORT BAND & VAPOR RETARDER AFTER WALL

CONSTRUCTION; ANCHOR PLATE TO ADJACENT STUD

WALL WITH #8 SELF-TAPPING SCREWS @ 12" O.C. MIN.

CONTINUOUS FIRE SEALANT

2 1/2" GALVANIZED METAL STUD FRAMING

PREFINISHED PEMB STANDING

SEAM METAL ROOF

PEMB EAVE STRUT, SEE STRUCTURAL

5/8" GYPSUM WALL BOARD

PREFINISHED PEMB

METAL EDGE TRIM

PREFINISHED GASKETED FASTENER

PREFINISHED PEMB

STANDING SEAM METAL ROOF

PEMB RIGID FRAME,

SEE STRUCTURAL

THERMAL SPACER

CONCEALED STAND-OFF ROOF PANEL

CLIP TO ALLOW FOR THERMAL

SPACER AND FASTENERS

PREFINISHED PEMB RIDGE COVER

Z-CLOSURE, SET IN CONTINUOUS SEALANT

BED, SEAL AGAINST RIB OF ROOF PANEL

10" PEMB "Z" PURLIN,

SEE STRUCTURAL

R-11 - BATT INSULATION WITH

VAPOR RETARDER (NON-

PERFORATED) AT TOP SIDE

R-19 - BATT INSULATION WITH

VAPOR RETARDER

(PERFORATED) AT BOTTOM SIDE

BACK-UP ANGLE, TYP.

PRE-FINISHED

GASKETED FASTENER

PREFINISHED GALVANIZED

SUPPORT BAND GRID SYSTEM

FASTENED TO UNDERSIDE OF

PEMB PURLINS TO SUPPORT

ROOF INSULATION

VTR PIPE WITH PREFINISHED

METAL COVER, COLOR TO

MATCH ROOF PANEL

EPDM PIPE FLASHING UNIT, SET

IN CONTINUOUS SEALANT BED

PREFINISHED STANDING

SEAM METAL ROOF

#14 STAINLESS STEEL GASKETED

SCREWS @ 3" O.C. MAX AT BASE

SEAL WITH

GUNNABLE SEALANT

STAINLESS STEEL CLAMP

WITH SEALANT

PEMB RIGID FRAME, SEE STRUCTURAL

10" PEMB "Z" PURLIN,

SEE STRUCTURAL

PREFINISHED PEMB

METAL GUTTER

THERMAL

SPACER

PREFINISHED PEMB STANDING

SEAM METAL ROOF

R-13 BATT

INSULATION

1/2" EXTERIOR

SHEATHING

FLUID APPLIED

AIR/MOISTURE

BARRIER

6" - 16 GA. GALVANIZED

METAL STUD TRACK,

SEE STRUCTURAL

COMPLETELY FILL VOID

WITH R-16 BATT

INSULATION

5/8" GYPSUM WALLBOARD

PREFINISHED GALVANIZED

SUPPORT BAND GRID SYSTEM

FASTENED TO UNDERSIDE OF

PEMB PURLINS AND WALLS TO

SUPPORT ROOF INSULATION

2 1/2" GALVANIZED METAL

STUD FRAMING

4" X 5" DOWNSPOUT

BEYOND

PREFINISHED

INSULATED METAL

WALL PANEL

R-11 - BATT INSULATION WITH

VAPOR RETARDER (NON-

PERFORATED) AT TOP SIDE

R-19 - BATT INSULATION

WITH VAPOR RETARDER

(PERFORATED) AT

BOTTOM SIDE

LK

CONCEALED STAND-OFF ROOF

PANEL CLIP TO ALLOW FOR

THERMAL SPACER AND

FASTENERS PREFINISHED

GASKETED FASTENER

PEMB HAUNCH,

BEYOND

6" 2 1/2"

2" x 2" - 18 GA - CONTINUOUS BENT

PLATE TO SECURE SUPPORT

BAND & VAPOR RETARDER AFTER

WALL CONSTRUCTION; ANCHOR

PLATE TO ADJACENT STUD WALL

WITH #8 SELF-TAPPING SCREWS

@ 12" O.C. MIN.

STEEL BEAM, SEE

STRUCTURAL

8 1/2"

2 1/2" GALVANIZED

METAL STUD FRAMING

GUTTER CLIP @ 3'-0" O.C.

CONTINUOUS FIRE SEALANT

2" x 2" GALVANIZED

METAL CLIP ANGLE

5"

TAPE MASTIC

PREFINISHED GUTTER

CLIP COVER TRIM,

MATCH ROOF COVER

6 3 /4"

PEMB EAVE, SEE STRUCTURAL

6" - 16 GA GALVANIZED

METAL STUDS, SEE

STRUCTURAL

1" M

IN

1 3/4"

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A

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SB

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PL

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A-1421695/FTFA 183002 & 1695/FTFA 183003

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SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"A-142

4 ROOF DETAIL AT RAKE

3" = 1'-0"A-142

1 ROOF DETAIL AT EAVE - 2

3" = 1'-0"A-142

2 RIDGE DETAIL

NOT TO SCALEA-142

3 VENT THRU ROOF DETAIL

3" = 1'-0"A-142

ROOF DETAIL AT

EAVE W/ WIND BEAM

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AMENDMENT 0002

FD

COTG

VTR

CO

LEGEND

ABBREVIATIONS GENERAL NOTES

AAV

ABA

AFF

BFP

CFM

CFU

CO

CONC

COTG

CW

DF

DFU

DIA

DN

EL OR

ELEV

EWC

EWH

FCO

FD

FT

FV

GALV

GPF

GPM

HB

HD

HFU

HW

INV

MECH

NC

NO

PSI

S

SK

SS

TLT

TYP

U

V

VTR

W W/

WC

WCO

WH

WHA

AIR ADMITTANCE VALVE

ARCHITECTURAL BARRIERS ACT

ABOVE FINISH FLOOR

BACKFLOW PREVENTER

CUBIC FEET PER MINUTE

COLD WATER FIXTURE UNITS

CLEANOUT

CONCRETE

CLEANOUT TO GRADE

COLD WATER

DRINKING FOUNTAIN

DRAINAGE FIXTURE UNITS

DIAMETER

DOWN

ELEVATION

ELECTRICAL WATER COOLER

ELECTRIC WATER HEATER

FLOOR CLEANOUT

FLOOR DRAIN

FOOT OR FEET

FLUSH VALVE

GALVANIZED

GALLONS PER FLUSH

GALLONS PER MINUTE

HOSE BIBB

HUB DRAIN

HOT WATER FIXTURE UNITS

HOT WATER

INVERT

MECHANICAL

NORMALLY CLOSED

NORMALLY OPEN

POUNDS PER SQUARE INCH

SANITARY

SINK

STAINLESS STEEL

TOILET

TYPICAL

URINAL

VENT

VENT THROUGH ROOF

WASTE

WITH

WATER CLOSET (TOILET)

WALL CLEANOUT

WALL HYDRANT

WATER HAMMER ARRESTOR

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, SIZES, AND CONNECTION LOCATIONS BEFORE ANY PIPE CUTTING IS

COMMENCED.

2. THE PIPING SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL ARRANGE WORK IN A NEAT AND ORDERLY MANNER. THE PLUMBING CONTRACTOR SHALL MAKE ANY OFFSETS, TRANSITIONS, AND OTHER MINOR ADJUSTMENTS AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM INSTALLATION. COORDINATE ALL PIPING WITH

DUCTWORK SHOP DRAWINGS. ROUTE PIPING AS REQUIRED TO AVOID CONFLICTS.

3. PRIOR TO START OF ANY WORK, COORDINATE SANITARY SEWER AND POTABLE WATER PIPING WITH CIVIL DRAWINGS. FIELD

VERIFY PIPE INVERTS PRIOR TO LAYING OUT SANITARY SEWER PIPING.

4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY OR PERMANENT CAPS FOR PIPING. CONTRACTOR SHALL NOT LEAVE

PIPING OPEN ENDED.

5. DRAWINGS SHOW GENERAL SIZE AND APPROXIMATE LOCATIONS. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT OF THE UTILITY SYSTEM. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONNECTIONS SIZE, LOCATION, DEPTH. THE CONTRACTOR SHALL INSTALL ALL SYSTEMS ACCORDING TO THE ACTUAL FIELD CONDITIONS FOUND. ANY PLUMBING SYSTEM COMPONENT INSTALLED INCORRECTLY DUE TO FIELD CONDITIONS SHALL BE REMOVED

AND INSTALLED CORRECTLY AT THE EXPENSE OF THE CONTRACTOR.

6. REFER TO RISERS FOR SIZES NOT INDICATED ON PLAN VIEWS. RISERS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO

INDICATE ALL OFFSETS, BENDS, FITTINGS, ETC.

7. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATION

AND OPERATION OF OWNER FURNISHED EQUIPMENT.

8. INSTALL ALL EQUIPMENT AND PIPING PER MANUFACTURERS REQUIREMENTS AND TO MANUFACTURERS RECOMMENDED

CLEARANCES.

9. ALL TRAP PRIMERS AND DOMESTIC WATER ISOLATION VALVES SHALL BE ACCESSIBLE. ISOLATION VALVES SHALL BE OF THE

QUARTER TURN BALL TYPE.

10. PROVIDE ACCESS DOORS/PANELS IN NON ACCESSIBLE WALLS AND CEILINGS FOR ALL VALVES, SHOCK ABSORBERS, AND ALL OTHER ITEMS THAT REQUIRE ACCESS FOR PROPER MAINTENANCE. COORDINATE COLOR AND INSTALLATION OF

ACCESS DOORS WITH ARCHITECTURAL.

11. BALL VALVES SHALL BE PROVIDED ON ALL WATER BRANCH LINES TO ALL EQUIPMENT, HOSE BIBBS, AND RISER TAKE-OFFS.

12. THE CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OF BUILDING.

13. DO NOT MOUNT DISCONNECT SWITCHES ON PLUMBING EQUIPMENT EXCEPT AS RECOMMENDED BY MANUFACTURER.

14. CONTRACTOR TO COORDINATE WITH OTHER TRADES AS REQUIRED FOR INSTALLATION OF EQUIPMENT AND ANY OTHER

PLUMBING ITEMS.

15. ALL PENETRATIONS OF FIREWALLS, CEILINGS, FLOORS, ETC. FOR PIPING SHALL BE UL LISTED FIRESTOPS AND SHALL BE

INSTALLED AS PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO SHALL OBTAIN MANUFACTURER SHOP

DRAWINGS AT JOBSITE FOR ALL PENETRATIONS.

16. ALL (VTR'S) VENT THRU ROOF PENETRATIONS INDICATED ON PLANS ARE PRELIMINARY. FINAL LOCATIONS SHALL BE COORDINATED WITH ALL TRADES. ALL VTR'S SHALL BE A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKE OPENINGS

17. PROVIDE ALL EQUIPMENT AND VALVES WITH 2 1/2"x4" ENGRAVED, LAMINATED PLASTIC EQUIPMENT MARKER FOR

IDENTIFICATION PURPOSES.

18. PROVIDE ESCUTCHEON PLATES FOR ALL WALL PIPING PENETRATIONS.

19. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATION

AND OPERATION OF OWNER FURNISHED EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

20. COMPLY WITH SPECIFICATIONS FOR PIPE SLEEVES, HANGER SELECTIONS, AND APPLICATIONS.

21. ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM START-UP SERVICES AND TO TRAIN OWNER'S

MAINTENANCE PERSONNEL TO ADJUST, OPERATE AND MAINTAIN EQUIPMENT.

22. ALL ITEMS PROJECTING THROUGH ROOF SHALL BE FLASHED AND COUNTER-FLASHED A MINIMUM OF 12" AND SHALL BE

PAINTED TO MATCH ROOF COLOR. PROVIDE APPROVED SEALS AT ALL ROOF PENETRATIONS.

23. PROVIDE PREFABRICATED WATER HAMMER ARRESTOR AT EACH NEW BATHROOM GROUP ON HOT AND COLD WATER

PIPING.

24. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS.

25. PROVIDE DIELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS.

26. UNDER SLAB SOIL, WASTE AND VENT PIPING PASSING TO UNDERSIDE OR THROUGH FOUNDATION FOOTING, WALL OR

GRADE BEAM SHALL BE PROVIDED WITH A RELIEVING ARCH OR PIPE SLEEVE 2 (TWO) PIPE SIZES GREATER THAN PIPE SIZE INDICATED ON PLANS. COORDINATE FINAL PIPE ROUTING AND LAYOUT WITH STRUCTURAL DRAWINGS.

27. SEE TOILET ROOM ELEVATIONS ON ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHT.

28. MOUNT EXTERIOR WALL HYDRANTS AT ±20" A.F.F. COORDINATE EXACT LOCATION WITH ARCHITECT.

29. PRIOR TO SUBSTANTIAL COMPLETION OF NEW WORK AREAS, CONTRACTOR SHALL HAVE SANITARY PLUMBING SYSTEM

CLEARED OF DEBRIS OR ANY MATTER THAT WOULD INTERFERE OR PREVENT ADEQUATE CONVEYANCE OF MATERIALS

FROM MOVING THROUGH AND TERMINATING INTO BUILDING OR PUBLIC DISPOSAL FACILITIES.

30. COORDINATE FLOOR DRAIN LOCATIONS IN GANG TOILET ROOMS WITH ARCHITECTURAL PLANS.

31. ALL COMPONENTS OF PLUMBING SYSTEMS ARE TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

32. WATER LINES FOR ICE MAKERS AND REFRIGERATORS SHALL BE BRAIDED STAINLESS STEEL.

33. CONTRACTOR SHALL DEVELOP AND SUBMIT COORDINATION DRAWINGS WHICH IDENTIFY AND RESOLVE POTENTIAL

CONFLICTS BETWEEN PLUMBING WORK, STRUCTURAL, FIRE SPRINKLER, HVAC DUCTWORK, AND ELECTRICAL SYSTEMS.

34. PROVIDE UNDEGROUND DOMESTIC WATER SUPPLY PIPING WITH PROTECTIVE COATING POLYETHYLENE TAPE.

35. ALL WORK SHALL COMPLY WITH THE FOLLOWING AGENCIES:

• 2015 INTERNATIONAL BUILDING CODE

• 2015 INTERNATIONAL MECHANICAL CODE

• 2015 INTERNATIONAL PLUMBING CODE

• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

• AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE)

• UFC 3-420-01 PLUMBING SYSTEMS

• ALL APPLICABLE LOCAL CODES, ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION

NOT TO SCALE

DETAIL

PRV

EF

SANITARY PIPING

VENT PIPING

COLD WATER SUPPLY PIPING

HOT WATER SUPPLY PIPING

HOSE BIBB(HB) OR WALL

HYDRANT (WH)

CLEANOUT TO FLOOR

FLOOR DRAIN

CLEANOUT TO GRADE

VENT THRU ROOF

WATER HAMMER ARRESTOR

SHEET NOTE

EQUIPMENT TAG

DRAWING DESCRIPTION

ELBOW TURN UP

ELBOW TURN DOWN

CONNECTION, BOTTOM

CONNECTION, TOP

PIPE SIZE TRANSITION

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

SWING CHECK VALVE

SPRING CHECK VALVE

PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE. PIPE FULL

SIZE DISCHARGE TO FLOOR DRAIN.

UNION

GLOBE VALVE

THERMAL EXPANSION VALVE

ANGLE VALVE

SOLENOID VALVE

BACKFLOW PREVENTER

STRAINER WITH BLOW DOWN GATE

VALVE FULL SIZE OF STRAINER AND

3/4" HOSE END CONNECTION WITH

CAP

P-XXX

WATER METER NOTES

1. METERS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) C700 AND MEET THE FOLLOWING CRITERIA

1. POSITIVE DISPLACEMENT, OSCILLATING PISTON, OR OSCILLATING DISC TYPE.

2. MAGNETIC DRIVE WITH MAGNETIC SHIELDING.

3. STRAIGHT READING SEALED REGISTER GRADUATED IN GALLONS.

4. ALL BRONZE SPLIT CASE.

5. INTEGRAL STRAINER.

6. THREADED ENDS.

7. WITH PULSE SWITCH INITIATOR.

8. WATER METER SHALL BE LOCATED IN THE MECHANICAL ROOM. IF CONDITIONS REQUIRE AN ALTERNATE LOCATION, THE LOCATION SHALL BE APPROVED PRIOR TO INSTALLATION BY THE CONTRACTING OFFICER.

2. WATER METERS MUST BE CAPABLE OF ACCURATELY MEASURING AND HANDLING WATER AT PRESSURE, TEMPERATURES, AND FLOW RATES ENCOUNTERED. THE PULSE INITIATOR SHALL PROVIDE THE MAXIMUM NUMBER OF PULSES, UP TO 500 PER MINUTE, OBTAINABLE FROM THE MANUFACTURER; AND NOT LESS THAN 1 PULSE PER 100 GALLONS.

3. WATER METERS SHALL BE CAPABLE OF PROVIDING PULSE OR DIGITAL SIGNALS FOR REMOTE READOUT. WATER METERS SHALL BE COMPATIBLE WITH THE EXISTING WIRELESS SENSUS FLEXNET ADVANCED METERING INFRASTRUCTURE (FLEXNET) SYSTEM TO INCLUDE THE EXISTING FLEXNET TOWER GATEWAY BASE STATION, REGIONAL NETWORK INTERFACE SYSTEM COMPONENTS AND SET TO THE APPROVED SYSTEM OPERATING FREQUENCY PROVIDED BY BASE PERSONNEL.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING THE METER AND ENSURING IT IS COMMUNICATING WITH THE

FLEXNET SYSTEM.

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.

FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

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HARD STAND

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YARD

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.

FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

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1 TROC & GROC OVERALL DOMESTIC WATER PLAN

PLAN

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4'-0" 16'-0" 32'-0"0

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3/4 " C

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1/2"HW

P-202

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3/4" CW

1-1/2"CW

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EQUIPMENT

YARD

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C

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3" SAN

CO

3"FD

3"FD

3"FD

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.

FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A

RM

Y C

O R

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1 TROC DOMESTIC WATER PLAN

PLAN

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

0 4' 8' 16'

SHEET NOTES

1 PROVIDE SHUTOFF VALVE IN VERTICAL.

MOUNT AT ±4'-0" A.F.F.

MOUNT EWH-2 ABOVE SERVICE SINK @ ±7'-6"

A.F.F. REFER TO DETAIL 3 ON P-502.

ROUTE 1/2"CW TO CRU HUMIDIFIER TIGHT TO

WALL.

ROUTE 1"CW TO CHILLED WATER SYSTEM FOR

MAKE UP WATER. REFER TO DETAIL 4 ON P-502.

ROUTE 3/4"CW DOWN WITHIN WALL TO

COUNTER LEVEL AND STUB OUT OF WALL TO

SERVE COFFEE MAKER, PROVIDE WITH

SHUTOFF VALVE.

AREA RESERVED FOR FIRE RISER SHOWN FOR

COORDINATION ONLY.

MECHANICAL EQUIPMENT SHOWN FOR

COORDINATION ONLY.

COLD FORMED METAL FRAMING SHALL BE

DESIGNED AND CONSTRUCTED BY

CONTRATOR PER SPECIFICATION 05.40.000.

GENERAL NOTES

1. BFP AND WATER METER TO BE LOCATED

ON SITE. SEE CIVIL.

2. ALL PIPING PASSING THROUGH A SECURE

WALL, OR FLOOR, SHALL BE INSTALLED

AS REQUIRED PER DETAIL 6 ON P-502.

REFER TO ARCHITECTURAL DRAWINGS

FOR THE LOCATION OF THE SECURE

AREA WALLS.

3. FOR ALL UNDERGROUND WATER PIPING,

COAT PIPING WITH POLYKEN PRIMER

MADE OF BUTYL BASED ELASTOMERS

BLENDED WITH POLYMERIC RESINS, AND

POLYKEN UTILITY TAPE MADE WITH 8-MIL

THICK BACKING AND 4-MIL THICK BUTYL

RUBBER ADHESIVE. INSTALL PER

MANUFACTURERS REQUIREMENTS.

P-202 1/2" = 1'-0"

2 TROC ENLARGED JANITOR T104

0 2' 4' 8'

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

PLAN

NORTH

P-202 1/4" = 1'-0"

3 TROC ENLARGED MECHANICAL ROOM

PLAN

NORTH

SCALE: 1/2" = 1'-0"

0 1' 2' 4'

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SECURE AREA

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3/4" CW

3/4 " C

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3/4 " C

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P-203

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P-7

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P-6

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3"FD

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.

FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A

RM

Y C

O R

PS

O

F

EN

G

IN

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W

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AMENDMENT 0002

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P-203 1/8" = 1'-0"

1 GROC DOMESTIC WATER PLAN

PLAN

NORTH

PLAN

NORTH

P-203 1/2" = 1'-0"

2 GROC ENLARGED JANITOR G104

SHEET NOTES

1 PROVIDE SHUTOFF VALVE IN VERTICAL PIPING.

MOUNT AT ±4'-0" A.F.F.

MOUNT EWH-2 ABOVE SERVICE SINK @ ±7'-6"

A.F.F. REFER TO DETAIL 3 ON P-502.

ROUTE 1/2"CW TO CRU HUMIDIFIER TIGHT TO

WALL.

ROUTE 1"CW TO CHILLED WATER SYSTEM FOR

MAKE UP WATER. REFER TO DETAIL 4 ON P-502.

ROUTE 3/4"CW DOWN WITHIN WALL TO

COUNTER LEVEL AND STUB OUT OF WALL TO

SERVE COFFEE MAKER, PROVIDE WITH

SHUTOFF VALVE.

AREA RESERVED FOR FIRE RISER SHOWN FOR

COORDINATION ONLY.

MECHANICAL EQUIPMENT SHOWN FOR

COORDINATION ONLY.

COLD FORMED METAL FRAMING SHALL BE

DESIGNED AND CONSTRUCTED BY CONTRATOR

PER SPECIFICATION 05.40.000.

GENERAL NOTES

1. BFP AND WATER METER TO BE LOCATED

ON SITE. SEE CIVIL.

2. ALL PIPING PASSING THROUGH A SECURE

WALL, OR FLOOR, SHALL BE INSTALLED

AS REQUIRED PER DETAIL 6 ON P-502.

REFER TO ARCHITECTURAL DRAWINGS

FOR THE LOCATION OF THE SECURE

AREA WALLS.

3. FOR ALL UNDERGROUND WATER PIPING,

COAT PIPING WITH POLYKEN PRIMER

MADE OF BUTYL BASED ELASTOMERS

BLENDED WITH POLYMERIC RESINS, AND

POLYKEN UTILITY TAPE MADE WITH 8-MIL

THICK BACKING AND 4-MIL THICK BUTYL

RUBBER ADHESIVE. INSTALL PER

MANUFACTURERS REQUIREMENTS.

P-203 1/4" = 1'-0"

3 GROC ENLARGED MECHANICAL ROOM

PLAN

NORTH

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

0 4' 8' 16'

0 2' 4' 8'

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

SCALE: 1/2" = 1'-0"

0 1' 2' 4'

AM

EN

D

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O

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B

2 0

ROOFING

SIZE - AS PER DRAWING

INCREASER FITTING AS

REQUIRED FOR FROST

CLOSURE

SEAL ALL EDGES OF

FLASHING COLLAR W/

ROOF CAULK

IPS WATERTIGHT

ROOF FLASHING

COLLAR; OR EQUAL

3" MINIMUM V.T.R. (FOR FROST

CLOSURE)

STANDING SEAM

METAL ROOF PANEL

6" MIN.

INITIAL

BACKFILL

HAUNCHING

BEDDING (MAX 6")

FOUNDATION

(MAY NOT BE

REQUIRED)

EM

BE

DM

EN

T

MA

TE

RI

AL

SPRING LINE

OF PIPING

EMBEDMENT MATERIALS

CLASS I: ANGULAR, 1/4"-1-1/2", GRADED STONE, INCLUDING A NUMBER OF FILL

MATERIALS THAT HAVE REGIONAL SIGNIFICANCE SUCH AS CORAL, SLAG,

CINDERS, CRUSHED STONE AND CRUSHED SHELLS.

CLASS II: COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF 1-1/2"

INCLUDING . VARIOUS GRADED SANDS AND GRAVELS CONTAINING

SMALL PERCENTAGES OF FINES, GENERALLY GRANULAR AND NON-

COHESIVE, EITHER WET OR DRY. SOIL TYPES GW, GP, SW, AND SPARE

INCLUDED IN THIS CLASS.

CLASS III: FINE SAND AND CLAY GRAVELS, INCLUDING FINE SANDS, SANDCLAY

MIXTURES AND GRAVEL-CLAY MIXTURES. SOIL TYPES GM, GC, SM, AND

SC ARE INCLUDED IN THIS CLASS.

CLASS IV: SILT, SILTY CLAYS, AND CLAYS, INCLUDING INORGANIC CLAYS AND SILT

OF MEDIUM TO HIGH PLASTICITY AND LIQUID LIMITS. SOIL TYPES

MH, ML, CH, AND CL ARE INCLUDED IN THIS CLASS. THESE MATERIALS

ARE NOT TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.

CLASS V: HIS CLASS INCLUDES THE ORGANIC SOILS, AS WELL AS SOILS

CONTAINING FROZEN EARTH, DEBRIS, ROCKS LARGER THAN 1-1/2" IN

DIAMETER AND OTHER FOREIGN MATERIALS. THESE MATERIALS ARE

NOT TO BE USED FOR TO BE USED FOR BEDDING, HAUNCHING, OR

INITIAL BACKFILL.

BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. IN DRY SOIL CONDITIONS, CLASS II OR III MATERIAL SHALL BE HAND PLACED IN 4-6", LIGHTLY COMPACTED UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. IN WET CONDITIONS, CLASS I, II OR III MATERIAL SHALL BE HAND PLACED, 4-6", UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. WHEN UTILIZING CLASS I MATERIAL, SUFFICIENT AMOUNTS OF CLASS II OR III MATERIAL SHALL BE ADDED TO FILL ALL VOIDS

CREATED BY THE USE OF CLASS I MATERIAL.

A FOUNDATION MAY BE REQUIRED IN VERY POOR SOIL CONDITIONS.

HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. CLASS II OR III MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE

SUPPORT.

INITIAL BACKFILL MATERIAL SHALL BE CLASS II OR III. IT SHALL BE PLACED WITHIN 24-30" ABOVE THE

TOP OF THE PIPE AND TAMPED BY A PORTABLE VIBRATOR.

FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED. THE MATERIAL SHALL BE CLASS II OR III MATERIAL. CLASS IV MATERIAL MAY BE INSTALLED OUTSIDE OF ROADWAY. FINAL BACKFILL UNDER ROADWAYS MAY REQUIRE SPECIAL COMPACTION AND DENSITY TESTS. A MINIMUM OF 30" OF COVER

OVER THE TOP OF THE PIPE SHALL BE PROVIDED BEFORE THE TRENCH IS WHEEL- LOADED.

NOTE:

ALL EMBEDMENT MATERIALS SHALL BE NO LESS THAN 95% OF MAXIMUM

DENSITY. LABORATORY TESTING OF THE SOIL SHALL BE REQUIRED.

THIS PROCEDURE SHALL BE REQUIRED ON ALL INSTALLATIONS.

FOUNDATION

(MAY NOT BE REQUIRED)

BEDDING (MAX 6")

HAUNCHING

INITIAL

BACKFILL

EM

BE

DM

EN

T

MA

TE

RI

AL

SPRING LINE

OF PIPING

KEYNOTES

16" SQ

6"

SECURED RIM SCORIATED

COVER WITH VANDAL

RESISTANT SCREWS.

COVER WITH "C.O." NICKEL-

BRASS

ADJUSTABLE

HOUSING WITH

LEVELING SCREWS

6" THICK CONCRETE

PAD

FINISH GRADE

PIPE EXTENSION WITH

CLEANOUT PLUG

CAULK

INSIDE

CONNECTION

GAS TIGHT PLUG

P-TRAP

FLOOR

DRAIN

BODY

FINISH

FLOOR

1/2" TRAP PRIMER

CONNECTION

SECURED RIM SCORIATED COVER WITH VANDAL

RESISTANT SCREWS. COVER WITH "C.O." NICKEL-

BRASS. FLUSH WITH FINISH FLOOR.

PIPE EXTENSION WITH

CLEANOUT PLUG.

FURNISH FLANGE AND

CLAMPING RING FOR

WATERPROOFING MEMBRANE.

ADJUSTABLE HOUSING WITH

LEVELING SCREWS.

FINISH FLOOR

NOTE:

PROVIDE ADJUSTABLE CARPET FRAME COVER IN

AREAS WHERE FINAL FLOOR FINISH CONSISTS

OF CARPETING. SEE INTERIORS DRAWINGS FOR

FINAL FLOOR FINISH.

PLUMBING CHASE TO BE

COORDINATED WITH

ARCHITECTURAL

FINISH WALL

FINISH FLOOR

CHROME FINISH ACCESS COVER AND

FRAME WITH VANDAL RESISTANT

SCREWS,

FINISH FLUSH WITH WALL

OPENING FRAMING BY OTHERS

CLEANOUT WITH RECESSED BRONZE PLUG

GATE VALVE

GATE VALVE

BYPASS

WATER SUPPLY

TO BUILDING

WATER

METER

INCOMING

WATER

SERVICE

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.

FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A

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1695/FTFA 183002 & 1695/FTFA 183003

W

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AMENDMENT 0002

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NOT TO SCALEP-501

1 GENERAL DATA SOIL CLASSIFICATION DETAIL

NOT TO SCALEP-501

2 GENERAL DATA BACKFILLING REQ. DETAIL

NOT TO SCALEP-501

4 CLEANOUT TO GRADE DETAIL

NOT TO SCALEP-501

3 FLOOR DRAIN WITH TRAP PRIMER DETAIL

NOT TO SCALEP-501

5 FLOOR CLEANOUT DETAIL

NOT TO SCALEP-501

6 CLEAN OUT TO FINISH WALL DETAIL

NOT TO SCALEP-501

7 VTR THRU PITCHED METAL ROOF

AM

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8 WATER METER INSTALL

P-5

P-4

CO

CO

3" SAN

2" V

3"VTR

INV. ELEV @ (-2'-6")

SEE CIVIL FOR CONTINUATION

3"FD

4" SAN

4" SAN

2" V

3" V

P-6

COTG

3"FD

3"FD 2"

V

P-3 (TYP OF 6)

P-2 (TYP OF 2)

P-1 (TYP OF 2)P-1A (TYP OF 2)

1 1/2" V

1 1 /4"

V

2" V

P-7

3" SAN

2" V

3"FD

3"FD

3"FD

CO

CO

WCO

P-4

EWH

T1

2 1/2" CW

2" CW

1 1/2" HW

TMV-T1

3/4" CW

WH

WH

WH

WH

BFP

BFP

P-3

(TYP. OF 6)

P-5

P-1

P-1

P-1

P-1A

P-1A

P-6

3/4" CW

3/4" CW

3/4" CW

SEE CIVIL FOR

CONTINUATION

2" CW

1" HW

1" CW

1" CW

1/2" HW

P-2

(TYP. OF 2)

1" CW

3/4" CW

3/4" CW

2 1/2" CW

P-7

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.

FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

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AMENDMENT 0002

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NOT TO SCALEP-601

1 TROC SANITARY & VENT RISER DIAGRAM

NOT TO SCALEP-601

2 TROC DOMESTIC WATER RISER DIAGRAM

GENERAL NOTES

1. PROVIDE TRAP PRIMERS TO ALL FLOOR

DRAINS. CONTRACTOR SHALL CONNECT TO

NEAREST POTABLE WATER SUPPLY.

2. PROVIDE WATER HAMMER ARRESTERS ON

HOT & COLD WATER SUPPLY BRANCHES

SERVING SINGULAR, MULTIPLE OR GROUPS

OF PLUMBING FIXTURES. ADHERENCE TO THE

PLUMBING AND DRAINAGE INSTITUTE

STANDARD P.D.I.-WH201 (PER

SPECIFICATIONS) SHALL BE EMPLOYED IN

DETERMINING PROPER SIZE, SELECTION,

PLACEMENT, LOCATION AND INSTALLATION OF

ARRESTERS.

SHEET NOTES

1 ROUTE 3/4" CW TO CRU HUMIDIFIER.

ROUTE 1" CW TO CHILLED WATER SYSTEM

FOR MAKE UP WATER. REFER TO DETAIL 4 ON

P-502.

ROUTE 3/4" CW DOWN TO COUNTER LEVEL TO

SERVE COFFEE MAKER, PROVIDE WITH

SHUTOFF VALVE.

COLD FORMED METAL FRAMING SHALL BE

DESIGNED AND CONSTRUCTED BY

CONTRATOR PER SPECIFICATION 05.40.000.

AM

EN

D

M

EN

T

R

EM

O

VE

W

AT

ER

M

ET

ER

FE

B

INV. ELEV @ (-2'-6")

SEE CIVIL FOR CONTINUATION

3"VTR

P-5

P-4

CO

3"FD

3"FD

CO

P-1A

P-1A P-1

P-1

P-1

P-2

P-2

P-6

P-3

(TYP. OF 6)

WCO

3" SAN

3" SAN

2" SAN

4" SAN

4" SAN

2" V

2" V

3" V

2" V

COTG

3"FD

3"FD

1 1/2" V

1 1 /4"

V

P-7

3"FD3" V

2" V

CO

CO

3"FD

WCO

TMV-G1

P-3

(TYP. OF 4)

SEE CIVIL FOR

CONITUNATION

BFP

P-5 P-4

WH

WH

WH

P-1A

P-1A P-1

P-1

P-1

P-6

P-3

WH

EWH

G1

3/4" CW

3/4" CW

3/4" CW

1" CW

3/4" CW

3/4" CW

2 1/2" CW

2" CW1 1/2" HW

2" CW

1" HW

3/4" CW

BFP

3/4 " C

W

P-2

(TYP. OF 2)

P-7

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.

FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A

RM

Y C

O R

PS

O

F

EN

G

IN

EE

R

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DE

SI

G

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1695/FTFA 183002 & 1695/FTFA 183003

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AMENDMENT 0002

EG

LI

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NOT TO SCALEP-602

1 GROC SANITARY & VENT RISER DIAGRAM

NOT TO SCALEP-602

2 GROC DOMESTIC WATER RISER DIAGRAM

GENERAL NOTES

1. PROVIDE TRAP PRIMERS TO ALL FLOOR

DRAINS. CONTRACTOR SHALL CONNECT TO

NEAREST POTABLE WATER SUPPLY.

2. PROVIDE WATER HAMMER ARRESTERS ON

HOT & COLD WATER SUPPLY BRANCHES

SERVING SINGULAR, MULTIPLE OR GROUPS

OF PLUMBING FIXTURES. ADHERENCE TO THE

PLUMBING AND DRAINAGE INSTITUTE

STANDARD P.D.I.-WH201 (PER

SPECIFICATIONS) SHALL BE EMPLOYED IN

DETERMINING PROPER SIZE, SELECTION,

PLACEMENT, LOCATION AND INSTALLATION OF

ARRESTERS.

SHEET NOTES

1 ROUTE 3/4" CW TO CRU HUMIDIFIER.

ROUTE 1" CW TO CHILLED WATER SYSTEM

FOR MAKE UP WATER. REFER TO DETAIL 4 ON

P-502.

ROUTE 3/4" CW DOWN TO COUNTER LEVEL TO

SERVE COFFEE MAKER, PROVIDE WITH

SHUTOFF VALVE.

COLD FORMED METAL FRAMING SHALL BE

DESIGNED AND CONSTRUCTED BY

CONTRATOR PER SPECIFICATION 05.40.000.

AM

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PDU-1T:29

PDU-1T:27

PDU-1T:25

PDU-1T:13

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PDU-1T:17

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PDU-2T:19

PDU-2T:21

PDU-2T:20

PDU-2T:18

PDU-2T:16

PDU-2T:33PDU-2T:34

PDU-2T:27 PDU-2T:29

PDU-2T:31

PDU-2T:26

PDU-2T:28

PD

U-

2T :3

PD

U-

2T :3

PD

U-

2T :2

PDU-2T:35

2P2-T:5

2P2-T:7 2P2-T:9

2P2-T:11

2P2-T:3

2P2-T:17 2P2-T:21 2P2-T:13 2P 2-

T:

2P2-T:2

2P2-T:10

2P2-T:14

E-401

4EP2-T

PDU-1T:21

2P2-T:28

2P1-T:9,11,13

2P2-T:26

2P1-T:15,17,19

2P2-T:24

2P2-T:30

2P2-T:1

2P2-T:6

2P2-T:8

EQUIPMENT YARD

HARDSTAND

2P2-T:12

SS

2P 2-

T:

2P 2-

T:

2P2-T:27

2P2-T:29,31

2P2-T:33

2P2-T:19

2P2-T:4

S

S

S

S

S

S

PDU-2T:24

PDU-2T:39

PDU-2T:41

PDU-2T:17

2P2-T:34

COMM

T115

MECH

T116

PDU-2T

PDU-1T

SUB-T

PDU-2T:22

CONSULTING GROUP,INC.

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

TODD NICHOLSON P.E.

FLORIDA LICENSE NUMBER 56882

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

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1695/FTFA 183002 & 1695/FTFA 183003

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AMENDMENT 0002

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E-201

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C

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AL

P

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E-201 1/8" = 1'-0"

1 TROC ELECTRICAL POWER PLAN

PLAN

NORTH

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

0 4' 8' 16'

SHEET NOTES

1 ALL CIRCUITS IN THIS ROOM SHALL BE ROUTED

OVERHEAD.

PROVIDE GENERATOR CONNECTION CABINET

ON UNISTRUT FRAME. REFER TO SINGLE LINE

DIAGRAM FOR ADDITIONAL REQUIREMENTS.

PROVIDE 24"X36"X18"D QUAZITE HAND HOLE.

PROVIDE WITH PRECAST CONCRETE COLLAR

EQUAL TO HUBBEL #CC2436A03T11R FOR

CONNECTION TO FUTURE GENERATOR.

WEATHERPROOF NEMA 5-20R RECEPTACLE TO

BE MOUNTED AT 50" AFF.

100/4 N3RSS DISCONNECT SWITCH TO BE

MOUNTED AT 50" AFF. HOMERUN SHALL BE 4#1,

#6G, 1-1/2"C. PROVIDE 208Y/120V, 3Ø, WYE, 4

POLE, 5 WIRE, 100A PIN AND SLEEVE

RECEPTACLE MOUNTED ADJACENT TO

DISCONNECT SWITCH.

ALL ELECTRICAL CONDUIT PENETRATIONS INTO

THIS AREA SHALL BE GROUPED AND PROVIDED

WITH DIELECTRIC BREAKS. REFER TO DETAIL

6/E-502 FOR ADDITIONAL REQUIREMENTS.

GENERATOR PROVIDED UNDER BID OPTION #7.

PROVIDE 30A, 1P, 250V NEMA 4X FUSED

DISCONNECT SWITCH FUSED AT 20A FOR

BATTERY CHARGER. HOMERUN SHALL BE 2#10,

#10G, 3/4"C. PROVIDED UNDER BASE BID.

PROVIDE 30A, 2P, 250V, NEMA 4X FUSED

DISCONNECT SWITCH FUSED AT 30A FOR

BLOCK HEATER. HOMERUN SHALL BE 2#8, #8G,

3/4"C. PROVIDED UNDER BASE BID.

MANUAL TRANSFER SWITCH PROVIDED UNDER

BASE BID. UNDER BID OPTION #7 MANUAL

TRANSFER SWITCH SHALL BE REPLACED WITH

600A AUTOMATIC TRANSFER SWITCH.

2 3

AM

EN

D

M

EN

T

A

D D

ED

C

IR

C

U

IT

R M

T

FE

B

SHEET NOTES

SEE PANELBOARD INFORMATION SCHEDULE FOR FEEDER REQUIREMENTS.

#2/0 GROUND TO THREE 60'-0" GROUND RODS ON 60'-0" CENTERS IN EQUILATERAL

DELTA ARRANGEMENT.

#2/0 GROUNDS. BOND TO FOUNDATION REBAR, BUILDING WATER SERVICE AND

BUILDING STEEL.

SEE TRANSFORMER SCHEDULE FOR FEEDER REQUIREMENTS.

MAIN ELECTRICAL GROUNDING BUSBAR. SIZE AS REQUIRED. MOUNT

IMMEDIATELY ADJACENT TO MAIN PANEL IN A VISIBLE LOCATION. SEE DETAIL 2/E-

501. "GEC" SHALL BE CONTINUOUS FROM PANEL TO MADE ELECTRODE.

FEEDER SHALL BE 2 RUNS 4#350,#1G,3"C EACH.

480V/277 3Ø 150KVA UPS WITH BATTERY SUPPLY FOR 11 MIN RUN TIME AT FULL

LOAD. UPS SHALL HAVE A MINIMUM SHORT CIRCUIT RATING OF 35 KAIC.

BASE BID TO INCLUDE A MANUAL TRANSFER SWITCH AND CONDUIT PATHWAYS

FOR GENERATOR BLOCK HEATER, BATTERY CHARGER, AND CONTROLS TO

GENERATOR. UNDER BID OPTION #7 A 600A AUTOMATIC TRANSFER SWITCH

SHALL BE PROVIDED IN LIEU OF 600A MANUAL TRANSFER SWITCH.

GENERATOR TO BE PROVIDED UNDER BID OPTION #7.

HEAVY DUTY FOUR (4) POLE, SINGLE THROW 480V, 600A, GENERATOR

CONNECTION CABINET IN NEMA 3R ENCLOSURE. PROVIDE WITH CAM-LOC

GENERATOR SWITCH.

FEED TO UPS SUB PABEL TO BE PROVIDED UNDER BASE BID.

FEEDER TO UPS, THE UPS, AND THE FEED FROM THE UPS TO THE UPS SUBPANEL

TO BE PROVIDED UNDER BID OPTION #9. HOMERUN SHALL BE 2 RUNS 3#250, #4G,

2 1/2"C EACH.

480V TO 208Y/120V POWER DISTRIBUTION UNIT (PDU) WITH INTEGRAL 75 KVA

TRANSFORMER.

GENERAL NOTES

1. ALL PRIMARY CONDUITS, CONDUCTORS, AND PAD MOUNTED TRANSFORMER

SHALL BE PROVIDED AND INSTALLED BY CHELCO. THE ELECTRICAL

CONTRACTOR SHALL CONTACT CHRIS EDDY (850) 307-1229 AT CHELCO FOR ALL

THE ASSOCIATED COST FOR THE INSTALLATION. CONTRACTOR SHALL INCLUDE

ALL CHELCO COSTS IN THEIR BID.

2. ALL PRIMARY CONDUITS, CONDUCTORS, AND TRANSFORMERS ASSOCIATED

WITH TEMPORARY POWER SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL

CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE

INSTALLATION WITH CHELCO. THE CONTRACTOR SHALL CONTACT CHRIS EDDY

(850) 307-1229 AT CHELCO FOR ALL THE ASSOCIATED COST FOR THE FEES FOR

THE TEMPORARY SERVICE. CONTRACTOR SHALL INCLUDE ALL CHELCO COSTS

IN THEIR BID.

PANEL

4EP-T

600/3

MTS 600A

4 POLE

SPD

350KW/437kVA DIESEL

GENERATOR WITH 500KW

ALTERNATOR

PANEL

4EP2-T

SPD

GND

PROVIDE 6" X 6" X 8'

CONCRETE POST EMBED

POST 3' DEEP

NEW #2 EPR 133%

CONCENTRIC NEUTRAL

PRIMARY

1"C

METER AND ENCLOSURE

FURNISHED BY DIVISION

26. LSIG

MAIN PANELBOARD 4P1-T

POWER METER. SEE

SPECIFICATIONS FOR

REQUIREMENTS.

PROVIDE MOUNTING HARDWARE FOR

ALL C/B SPACES INDICATED ON

SCHEDULE. PROVIDE ADDITIONAL

SECTION AS REQUIRED.

NEW 500kVA 12,470-480V

PAD MOUNT TRANSFORMER BY

CHELCO

XFMR

TX1-T

PANEL

2P1-T

UPS-T

PANEL

PDU-1T

PANEL

PDU-2T

PANEL

2P2-T

PANEL

2VV-T

CONTROL CABLE

CONDUIT

10 11

1 1

PANEL

2C1-T

PANEL

SUB-T

QUAZITE

HAND HOLE

13 13

CONSULTING GROUP,INC.

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

TODD NICHOLSON P.E.

FLORIDA LICENSE NUMBER 56882

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

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1 ELECTRICAL SINGLE DIAGRAM - TROC

PANELBOARD INFORMATION SCHEDULE - TROC

PANEL

NAME

ENCLOSURE

VOLTAGE

# OF

PHASES WIRE

MCB

RATING

SERVICE

ENTRANCE

FAULT

RATING

(kAIC)*

BUS

RATING

NEUTRAL

BUS

RATING CB TYPE

FEEDERS

SPD NOTES TYPE

MOUNTIN

G

CONDUCTOR

MATERIAL CONDUCTORS GROUND CONDUIT

4P1-T NEMA 1 SURFACE 480Y/277 3 4 800A YES 35 800 A 800 A BOLT-ON CU 3 RUNS 4#300 NONE 3"C EA Yes TROC 4EP-T NEMA 1 SURFACE 480Y/277 3 4 600A NO 35 600 A 600 A BOLT-ON CU 2 RUNS 4#350 #1 3"C EA Yes TROC SUB-T NEMA 1 SURFACE 480Y/277 3 4 MLO NO 14 400 A 400 A BOLT-ON CU 4#4/0 #4 2-1/2"C Yes TROC 4EP2-T NEMA 1 SURFACE 480Y/277 3 4 MLO NO 35 100 A 100 A BOLT-ON CU 4#1 #6 1-1/2"C No TROC 2P1-T NEMA 1 SURFACE 208Y/120 3 4 400A NO 10 400 A 400 A BOLT-ON CU 4#500 #3 4"C No TROC

PDU-1T NEMA 1 FLOOR 208Y/120 3 4 225A NO 10 225 A 225 A BOLT-ON CU 4#4/0 #4 2-1/2"C No TROC PDU-2T NEMA 1 FLOOR 208Y/120 3 4 225A NO 10 225 A 225 A BOLT-ON CU 4#4/0 #4 2-1/2"C No TROC 2C1-T NEMA 1 SURFACE 208Y/120 3 4 100A NO 10 100 A 100 A BOLT-ON CU 4#1 #6 1-1/2"C No TROC 2P2-T NEMA 1 SURFACE 208Y/120 3 4 MLO NO 10 100 A 100 A BOLT-ON CU 4#1 #6 1-1/2"C No TROC 2VV-T NEMA 1 SURFACE 208Y/120 3 4 100A NO 10 100 A 100 A BOLT-ON CU 4#1 #6 1-1/2"C No TROC

TRANSFORMER SCHEDULE - TROC

MARK

PRIMARY

VOLTAGE

SECONDARY

VOLTAGE PHASE WIRE KVA

DEGREE

˚C TYPE PRIMARY FEEDER SIZE

SIZE GND TO 3/4"

x 10' GND ROD

SIZE GND TO FOUNDATION

REBAR, WATER & BLDG STEEL

TX1-T 480 208Y/120VA 3 4 112.5 115 DRY 3#3/0, #6G, 2"C #1/0 #1/0

TX-PDU-1-T 480 208Y/120V 3 4 75 115 DRY 3#1, #6G, 2"C #2 #2

TX-PDU-2-T 480 208Y/120V 3 4 75 115 DRY 3#1, #6G, 2"C #2 #2

AM

EN

D

M

EN

T

R

EV

IS

E D

P

AD

M O

U N

TE

D

T R

A N

SF

O

R M

ER

N

O

TE

JA

N

AM

EN

D M

EN

T

C

LA

R

IF

IE

D

P D

U T

R A

N

SF

O R

M

ER

FE

B

SHEET NOTES

SEE PANELBOARD INFORMATION SCHEDULE FOR FEEDER REQUIREMENTS.

#2/0 GROUND TO THREE 60'-0" GROUND RODS ON 60'-0" CENTERS IN EQUILATERAL

DELTA ARRANGEMENT.

#2/0 GROUNDS. BOND TO FOUNDATION REBAR, BUILDING WATER SERVICE AND

BUILDING STEEL.

SEE TRANSFORMER SCHEDULE FOR FEEDER REQUIREMENTS.

MAIN ELECTRICAL GROUNDING BUSBAR. SIZE AS REQUIRED. MOUNT IMMEDIATELY

ADJACENT TO MAIN PANEL IN A VISIBLE LOCATION. SEE DETAIL 2/E-501. "GEC" SHALL

BE CONTINUOUS FROM PANEL TO MADE ELECTRODE.

FEEDER SHALL BE 2 RUNS 4#350,#1G,3"C EACH.

480V/277 3Ø 150KVA UPS WITH BATTERY SUPPLY FOR 11 MIN RUN TIME AT FULL LOAD.

UPS SHALL HAVE A MINIMUM SHORT CIRCUIT RATING OF 35 KAIC.

BASE BID TO INCLUDE A MANUAL TRANSFER SWITCH AND CONDUIT PATHWAYS FOR

GENERATOR BLOCK HEATER, BATTERY CHARGER, AND CONTROLS TO GENERATOR.

MANUAL TRANSFER SWITCH WILL BE REMOVED AND REPLACED UNDER BID OPTION #

8.

GENERATOR TO BE PROVIDED UNDER BID OPTION #8.

HEAVY DUTY FOUR (4) POLE, 480V, 600A, GENERATOR CONNECTION CABINET IN NEMA

3R ENCLOSURE. PROVIDE WITH CAM-LOC GENERATOR CONNECTION.

FEED TO UPS SUB PABEL TO BE PROVIDED UNDER BASE BID.

FEEDER TO UPS, THE UPS, AND THE FEED FROM THE UPS TO THE UPS SUBPANEL TO

BE PROVIDED UNDER BID OPTION #10. HOMERUN SHALL BE 2 RUNS 3#250, #4G, 2 1/2"C

EACH.

480V TO 208Y/120V POWER DISTRIBUTION UNIT (PDU) WITH INTEGRAL 75 KVA

TRANSFORMER.

GENERAL NOTES

1. ALL PRIMARY CONDUITS, CONDUCTORS, AND PAD MOUNTED TRANSFORMER

SHALL BE PROVIDED AND INSTALLED BY CHELCO. THE ELECTRICAL

CONTRACTOR SHALL CONTACT CHRIS EDDY (850) 307-1229 AT CHELCO FOR ALL

THE ASSOCIATED COST FOR THE INSTALLATION. CONTRACTOR SHALL INCLUDE

ALL CHELCO COSTS IN THEIR BID.

2. ALL PRIMARYCONDUITS, CONDUCTORS, AND TRANSFORMERS ASSOCIATED

WITH TEMPORARY POWER SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL

CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE

INSTALLATION WITH CHELCO. THE CONTRACTOR SHALL CONTACT CHRIS EDDY

(850) 307-1229 AT CHELCO FOR ALL THE ASSOCIATED COST FOR THE FEES FOR

THE TEMPORARY SERVICE. CONTRACTOR SHALL INCLUDE ALL CHELCO COSTS

IN THEIR BID.

PANEL

4EP-G

600/3

ATS 600A

4 POLE

SPD

350KW/437kVA DIESEL

GENERATOR WITH 500KW

ALTERNATOR

PANEL

4EP2-G

SPD

GND

PROVIDE 6" X 6" X 8'

CONCRETE POST EMBED

POST 3' DEEP

PRIMARY BY CHELCO

1"C

METER AND ENCLOSURE

FURNISHED BY DIVISION

26. LSIG

MAIN PANELBOARD 4P1-G

POWER METER. SEE

SPECIFICATIONS FOR

REQUIREMENTS.

PROVIDE MOUNTING HARDWARE FOR

ALL C/B SPACES INDICATED ON

SCHEDULE. PROVIDE ADDITIONAL

SECTION AS REQUIRED.

NEW 500kVA 12,470-480V

PAD MOUNT TRANSFORMER BY

CHELCO

XFMR

TX1-G

PANEL

2P1-G

UPS-G

PANEL

PDU-1G

PANEL

PDU-2G

PANEL

2P2-G

1 1

PANEL

2VV-G

PANEL

2C1-G

CONTROL CABLE

CONDUIT

PANEL

SUB-G

QUAZITE

HAND HOLE 13

13 13

CONSULTING GROUP,INC.

901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURAL

COMMUNICATIONS INDUSTRIAL

S C H M I D T

SCG PROJECT: 2018-143

TODD NICHOLSON P.E.

FLORIDA LICENSE NUMBER 56882

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D

ES

IG

N

ED

B

Y:

BU

LL

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C

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PE

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AC

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LA

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2 3 4 5

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1695/FTFA 183002 & 1695/FTFA 183003

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AMENDMENT 0002

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