Drawings - DESC1803 Bulk Storage MCASI PH1-FIO DRAFT.pdf

PDF 11 MB Posted Jul 21, 2023

Attached to: FY18 DLA DESC1803 Construct Bulk Storage Tanks Phase 1, Marine Corps Air Station (MCAS) Iwakuni, Japan
Solicitation number: W912HV-23-Z-0026
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Written by GovTribe AI · Dec 20, 2023

This document provides details on a federal contract opportunity for construction services. The solicitation number is W912HV-23-Z-0026 and seeks to construct bulk storage tanks for Marine Corps Air Station Iwakuni in Japan during Phase 1 of the DESC1803 project. The opportunity pre-solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Japan. Responses to this solicitation are due on an unspecified future date, with the contract award also to occur at an unspecified future date. The bulk storage tanks are to be constructed according to drawings contained in an accompanying 11MB PDF file.

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DRAFT

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US Army Corps of Engineers

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C-001

GENERAL NOTES:

1. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

CIVIL GENERAL NOTES:

1. THE SITE CONTRACTOR SHALL COMPLY WITH ALL DEPARTMENT OF DEFENSE REGULATIONS

APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. DEVIATIONS FROM THESE PLANS AND NOTES WITHOUT PRIOR CONSENT FROM THE GOVERNMENT OR

THE CONTRACTING OFFICER MAY CAUSE THE WORK TO BE UNACCEPTABLE.

3. EXISTING CONDITIONS BASED ON TOPOGRAPHIC SURVEY PERFORMED BY OYO CORPORATION DATED

SEPTEMBER 15, 2022.

4. CONTRACTOR SHALL LOCATE ALL UTILITIES BEFORE WORK BEGINS. VERIFICATION OF THE LOCATION OF ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR. IF DIFFERING CONDITIONS EXIST, THE SITE CONTRACTOR SHALL NOTIFY THE

GOVERNMENT IMMEDIATELY.

5. CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES AND LANDSCAPING NOT MARKED FOR

DEMOLITION. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK WILL BE RESTORED TO

THE ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL TAKE PRECAUTIONS TO NOT OVERLOAD PAVEMENTS WHICH WILL REMAIN.

6. THE CONTRACTOR SHALL PHASE DEMOLITION OF EXISTING UTILITIES SUCH THAT NEW UTILITIES ARE IN PLACE PRIOR TO CUTTING INTO OR DISTURBING EXISTING SERVICES. COORDINATE UTILITY CUTOVERS WITH CONTRACTING OFFICER OR REPRESENTATIVE A MINIMUM OF 30 DAYS IN ADVANCE.

7. PAVEMENT TO BE REMOVED SHALL BE SAWCUT ALONG THE EDGE OF REMOVAL TO PROVIDE A

SMOOTH TIE IN OF NEW PAVEMENT.

8. PAVEMENT TO BE REMOVED FOR UTILITY INSTALLATION SHALL BE REPLACED WITH NEW MATERIAL

MATCHING THE EXISTING UNLESS NOTED OTHERWISE.

9. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL GOVERNMENT

REQUIREMENTS.

10. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER

THAT IS LEGAL AND CONSISTENT WITH ALL GOVERNMENT REQUIREMENTS.

11. CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO

CONSTRUCTION. BRING ANY DIFFERING CONDITIONS WITH LAYOUT TO ATTENTION OF CONTRACTING

OFFICER PRIOR TO STARTING CONSTRUCTION.

12. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINE, FACE OF CURB, EDGE OF PAVEMENT, FACE OF

WALL, TANK SHELL, OR EDGE OF SIDEWALK, UNLESS OTHERWISE NOTED.

13. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES AND DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE DISTURBED

DURING CONSTRUCTION. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE

VARIOUS STRUCTURES AND UTILITIES INDICATED SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS. GRADING SHALL BE AS INDICATED, AND SHALL

PRODUCE A FINISHED SURFACE WITH NO PONDING OF WATER, READY TO RECEIVE PLANTING

MATERIALS OR GRASSING.

14. CONTRACTORS SHALL ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE BOXES ARE RAISED

AND/OR LOWERED TO BE FLUSH WITH FINISHED GRADES, UNLESS OTHERWISE NOTED.

15. CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING, UNLESS OTHERWISE

NOTED.

16. DRAINAGE AND DEWATERING: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE, WHICH AFFECTS CONSTRUCTION OPERATIONS, WILL BE

CONTINUALLY AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND

DEWATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH

THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND

BACKFILLED. REMOVAL OF SURFACE WATER, GROUND WATER, AND PERCHED WATER CONDITIONS

THAT MIGHT BE ENCOUNTERED DURING EXCAVATION SHALL BE ACCOMPLISHED BY APPROVED

MEANS. REFER TO SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL REQUIREMENTS.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF EXISTING PRESSURIZED UTILITIES (SUCH AS WATER MAINS) ARE

IN CONFLICT WITH NEW GRAVITY SYSTEMS, THE CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER. THE CONTRACTOR SHALL COORDINATE THE GRADING OPERATIONS WITH ALL UTILITIES TO

BE INSTALLED. WHERE EARTHWORK CUTS ARE TO BE ACCOMPLISHED, ALL NEW AND EXISTING

UTILITIES AND EARTH COVER SHALL BE VERIFIED TO MEET REQUIRED MINIMUM COVER DEPTH.

18. COORDINATE LOCATION OF BORROW SITE AND ACCEPTABLE HAUL ROUTE TO THE PROJECT SITE WITH CONTRACTING OFFICER. DETERMINATION OF SOIL SUITABILITY IS THE RESPONSIBILITY OF THE

CONTRACTOR. DUE TO THE LOCATION BEING ADJACENT TO HIGH GROUNDWATER LEVELS,

DEWATERING OF AFFECTED AREAS MUST BE EXPECTED.

19. ALL AREAS WHERE EXISTING IMPROVEMENTS SHALL BE REMOVED SHALL BE BACKFILLED WITH SELECT GRANULAR MATERIAL. ALL SELECT BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED PER THE REQUIREMENTS OF THE SPECIFICATIONS AND THE ON-SITE GEOTECHNICAL ENGINEER.

20. THE EXISTING TANK CONTAINMENT BERMS CONTAIN HYDROCARBON IMPACTED SOIL. SEE SHEET C-101A FOR LIMITS OF HYDROCARBON IMPACTED SOIL. HYDROCARBON IMPACTED SOIL SHALL BE

REMOVED AND DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

GOVERNMENT LAWS AND REGULATIONS.

21. ASSUME ALL SOIL TO BE DISPOSED OF IS "HYDROCARBON IMPACTED SOIL." TO BE DIFFERENTIATED

FROM "HAZARDOUS MATERIAL/SOIL." TESTING RESULTS SHOW LEAD IS BELOW MCL TO BE

CONSIDERED HAZARDOUS. ALL EXCESS SOIL TO BE DISPOSED OF OFF BASE AT AN APPROVED

DISPOSAL SITE CERTIFIED TO HANDLE HYDROCARBON IMPACTED SOIL. REFER TO SPECIFICATION

SECTION 02 61 13 FOR TESTING, STOCKPILING, AND HANDLING REQUIREMENTS.

EXISTING PROPOSED

CIVIL LEGEND

X-XXX

STANDARD NORTH ARROWS

SECTION IDENTIFICATION

*SHEET NUMBERS OMITTED IF SECTION IS

CUT AND DETAILED ON SAME DRAWING.

ELEVATION IDENTIFICATION

COMM LINE

UG FIBER OPTIC LINE

UG WATER LINE

FIRE LINE

FUEL LINE

JET FUEL LINE

UG ELECTRIC

CHAIN LINK FENCE

UG SANITARY SEWER LINE

UG STORM DRAIN LINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

COMM

LPG

E x

SS x

SD x

COMM MANHOLE

WATER METER

WATER VALVE

FIRE HYDRANT

FIRE HYDRANT HOSE CABINET

FUEL PUMP

LIGHT POLE

ELECTRIC MANHOLE

ELECTRIC PULLBOX

POWER POLE

BOLLARD

TRAFFIC SIGN

SANITARY SEWER MANHOLE

SEPTIC TANK

STORM DRAIN CATCH BASIN

STORM DRAIN AREA INLET

STORM DRAIN MANHOLE

TOP OF FUEL PIPE ELEVATION

ASPHALT

CONCRETE

SPOT GRADE ELEVATION

SLOPE ARROW

SITE STAKING POINT

PIV

LIMITS OF CONSTRUCTION/ DISTURBANCE

GI A-2

0.75

1.649

DIRECTION OF SIGHT

OF ELEV. ON PLAN

SHEET NUMBER OF DWG.

WHERE ELEV. IS SHOWN

Meters

0 25 50

STANDARD SCALE BAR

F F

F F F F F F F F F F F

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H . S

M . D

H . S

M . A

N D

C-101 Meters

0 12.5 25

NOTES:

1. SEE C-001 FOR CIVIL GENERAL NOTES AND LEGEND. SEE G-003

FOR ABBREVIATIONS.

2. SEE SHEETS C-104 AND C-105 FOR FUEL FARM CIVIL SITE STAKING

PLANS AND POINT TABLES.

3. CONTRACTOR MUST RESTORE GRASS TO PRE CONSTRUCTION

CONDITIONS.

4. FOR CONCRETE PAVEMENT IN TANK CONTAINMENT AREA SEE

SECTION 32 13 15.20 CONCRETE CONTAINMENT DIKES.

KEY NOTES:

1. TANK CONTAINMENT AREA.

2. STORM STRUCTURE (TYP).

3. PERIMETER CONTAINMENT WALL. SEE STRUCTURAL PLANS.

4. CONTAINMENT WALL CROSSOVER STAIRS (TYP). SEE STRUCTURAL

PLANS .

5. PIPE CROSSOVER STAIRS (TYP). SEE STRUCTURAL PLANS.

6. FOUNDATION PLATFORM. SEE STRUCTURAL PLANS.

7. RELOCATED SECURITY FENCE

8. TIE INTO EXISTING FENCE

9. 1.2M- WIDE CONCRETE SIDEWALK.

10. CONCRETE SIDEWALK PATCH FOR UNDERGROUND CONDUIT.

11. RETAINING WALL. SEE STRUCTURAL PLANS.

12. PROVIDE SOD AT LOCATION OF PIPE TRENCH REMOVAL.

13. FUEL PIPES AND ASSOCIATED APPURTENANCES (TYP).

14. SITE LIGHTING (TYP). SEE ELECTRICAL PLANS.

NEW CONCRETE PAVEMENT

NEWLY GRASSED AREA

IWAKUNI STANDARD SECURITY FENCE

(2.1 M FABRIC HEIGHT WITH THREE STRAND

BARBED WIRE). SEE DETAIL A1/C-504.

LEGEND:

EX STORM DRAINAGE AREA

EX SECURITY FENCE

M R

JP-5

TRANSFER

PUMP

SHED

FF=1.685

EX EMERGENCY

EYEWASH STATION

PIV

EX GRATE INLET (TYP.)

GRASS

PUMPHOUSE

FF=1.780

GRASS

GENERATOR

BLDG 2613

FF=1.426

BLDG

FF=1.345

TEMP

BLDGS

BLDG

FF=1.812

EX UTILITY

POLE

(TYP.)

EX FUEL PIPES AND

ASSOCIATED

APPURTENANCES (TYP.)

EX FIRE

HYDRANT

EX DRAIN

INLET (TYP.)

EX PIPE TRENCH (TYP.)

TANK 5

11,514 KL

EX CONCRETE

SIDEWALK (TYP.)

EX ASPHALT FUEL

FARM ROAD

EX FIRE HYDRANT

EX ABOVEGROUND FUEL PIPE

EX FIRE

HYDRANT

EX HEADWALL

PIV

EX LIGHT POLE

EX EFSO

EX LIGHT POLE

DRAFT

AutoCAD SHX Text X

W W W W W W W

W W

W W W

W W W W W

W W

W W W

W W

W W WW

2 2

F F

F F F F F F F F F F F

-0.50

0.25

-0.25

1.25

0.75

1.25

1.5

1.25

W W

1.25

1.5

ST ST ST

STST

ST ST

GI B-2

TOP=1.452

INV OUT=0.650

62.1M 200mm DIP @ 0.50%

M m m D

1.485

-1.90%

1.479

1.700

1.784

1.730

1.671

1.4791.485

GI B-1

TOP=1.460

INV IN=0.339

INV OUT=0.339

GI C-1

TOP=1.575

INV OUT=0.780

MES C-0

INV IN=0.698

MES B-0

INV IN=0.171

BOTTOM OF

RING WALL ELEV

= 1.850 (TYP)

16.4M 200mm DIP @ 0.50%

IBW= 1.850 (TYP)

TOP OF CONTAINMENT

WALL ELEV

= 3.650 (TYP)

OBW=

2.250 OBW=

2.250

OBW=

1.850

OBW=

1.850

OBW=

1.850

OBW=

1.850

OBW=

1.850

OBW=

1.850

OBW=

2.250

BW 1.250

TW 1.750

BW 1.250

BW 1.500

TW 1.822

-1.

-2.46%

-1 .4

9% -1.09%-1.17%

-1 .4

-1.94%

-1 .0

-1.48%

-1 .2

1.826 1.826

1.25 1.00

0.75 0.50 0.25 0.25

0.500.25 0.25

1.00

1.50 1.25

0.50

1.752.00

1.50

1.00

1.25

1.50

1.75 1.50

1.7

1.75

1.7

1.75

1.50

-1.00%

-1 .0

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H . S

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A N

D D

C-102 Meters

0 12.5 25

GRADING LEGEND:

GRATE INLET

MITERED END SECTION WITH RIP RAP APRON

SEE A1/C-502

POST INDICATOR VALVE

DRAINAGE PATH

NOTES:

1. SEE C-001 FOR CIVIL GENERAL NOTES AND LEGEND. SEE G-003

FOR ABBREVIATIONS.

2. EXISTING CONDITIONS TAKEN FROM TOPOGRAPHIC SURVEY

PERFORMED BY OYO CORPORATION DATED SEPTEMBER 15, 2022.

3. CONTRACTOR TO ENSURE PROPOSED GRADE ELEVATIONS TIE

FLUSH INTO EXISTING AND THAT NO PONDING OF WATER WILL

OCCUR. ALL FINISHED GRADES SHALL DRAIN TO INTENDED

DRAINAGE STRUCTURES.

4. ALL CUT AND FILL SLOPES SHALL BE 4:1 OR FLATTER, UNLESS

OTHERWISE INDICATED.

5. ALL EXISTING MANHOLES, VALVE BOXES, LIGHT POLES, ETC. TO

REMAIN SHALL BE RAISED OR LOWERED TO MATCH THE NEW

FINISHED GRADE, UNLESS OTHERWISE NOTED.

6. FOR CLARITY, SOME EXISTING SITE FEATURES/ INFORMATION IS

NOT BEING SHOWN ON THIS SHEET.

7. CONTOURS ARE IN 0.25 M INTERVALS

ABBREVIATIONS:

CONC CONCRETE

DIP CEMENT LINE DUCTILE IRON PIPE

GI GRATE INLET

IBW INSIDE BOTTOM OF WALL AT FINISHED GRADE

MES MITERED END SECTION

OBW OUTSIDE BOTTOM OF WALL AT FINISHED GRADE

PIV POST INDICATOR VALVE

TW TOP OF RETAINING WALL

BW BOTTOM OF RETAINING WALL

TANK CONTAINMENT:

WALL ELEVATIONS (AT FINISHED GRADE)

TOP OF CONTAINMENT WALL: 3.650 M

INSIDE BOTTOM OF WALL IN

TANK CONTAINMENT: 1.850 M

CONTAINMENT VOLUME

(VOLUME OF TANK

PLUS 0.3 METERS OF FREE BOARD):

TANK 4: REQUIRED: 12,507 CUBIC METERS

PROVIDED: 12,923 CUBIC METERS

STORM DRAINAGE AREA

EX SECURITY

FENCE

M R

JP-5

TRANSFER

PUMP

SHED

FF=1.685 EX EMERGENCY

EYEWASH STATION

PIV

EX GRATE

INLET (TYP.)

GRASS

PUMPHOUSE

FF=1.780

GRASS

GENERATOR

BLDG 2613

FF=1.426

BLDG

FF=1.345

TEMP

BLDGS

BLDG

FF=1.812

EX UTILITY

POLE

(TYP.)

EX FUEL PIPES AND

ASSOCIATED

APPURTENANCES (TYP.)

EX FIRE

HYDRANT

EX DRAIN INLET (TYP.)

EX PIPE TRENCH (TYP.)

EX CONCRETE

SIDEWALK (TYP.)

EX ASPHALT FUEL

FARM ROAD

EX FIRE HYDRANT EX FIRE HYDRANT

EX HW

RCPØ450

OUT = 0.141

MANHOLE

(BENCHMARK)

ELEV=0.928

FOR PIPES PENETRATING

CONTAINMENT WALL SEE

STRUCTURAL PLANS. (TYP.)

EX MH

RIM = 1.722

INV IN = 0.222

INV OUT = 0.222

EX MH

RIM = 1.665

INV IN = 0.385

INV OUT = 0.365

EX GI

RIM = 1.292

INV = 0.662

EX GI

RIM = 1.099

INV IN = 0.459

INV IN = 0.479

INV OUT = 0.459

TANK 3

11,514 KL

TOP OF RINGWALL: 2.150

ADJUST HYDRANT

AND VALVE TO

MATCH THE NEW

FINISHED GRADE

ADJUST HYDRANT AND

VALVE TO MATCH THE

NEW FINISHED GRADE

MANHOLE

(BENCHMARK)

ELEV=1.627

MANHOLE

(BENCHMARK)

ELEV=1.460

MIN 0.20%

2:1 2:1

BUILDING 2620

PUMP SHELTER 2125

BUILDING 2621

D N

DN200 DN150

D N

DN200

D N

DN150 DN150

D N

DN200

D N

FROM BUILDING 2621

TO TANKS 16 & 17 DN300

FROM BUILDING 1027

TO PUMP SHELTER 2125 DN200

FROM BUILDING 1027

TO BUILDING 2621 DN300

PIG

LAUNCHER

JP-5 TO TANKS 8 & 9

DN200

JP-5 FROM TANKS 8 & 9

DN200

200x100

M V-

0.2MPA

M V-

0.2MPA

100PSI 100PSI

DN200

0-200PSI

DN200

50 LPD

DN50

0.2MPA

0-300KPa

100PSI

0-300KPa

100PSI

25 25

TO/FROM PUMP SHELTER 2125

TO TANKS 1, 2, AND 15 DN200

FROM BUILDING 2614 TO

PUMP SHED 2125 DN200

TO BUILDING 2614

DN50

FS-T1

FTP-1

CV-T1

FS-T2

FTP-2

CV-T2

FS-T3

FTP-3

CV-T3

DN300

DN300D

D N

DN350

DN200

D N

FROM BUILDING 2621

TO 909 DN200

FROM P945 OFFLOAD

TO PUMP HOUSE 2027

DN50

DN300

DN350

DN200

DN300

DN200

DN350

DN50

DN200

D N

DN50 WATER DRAW OFF FROM

TANK 3. FM004

DN300 JP-5 TO TANK 3

FM004

DN300 JP-5 FROM TANK 3

FM004

SCALE: N.T.S.

G . S

N O

G . S

N O

G . S

N O

M . A

N D

O W

G R

FM003

----A1 FLOW DIAGRAM

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DRAFT

AutoCAD SHX Text M

DN300 JP-5 TO TANK 3

FM003

DN50 WATER DRAW OFF

FROM TANK 3. FM003

DN300 JP-5 FROM TANK 3

FM003

DN300 TANK RECEIPT LINE

DN350 TANK ISSUE LINE

DN100 TANK LOW

SUCTION LINE

ATG

DN25 TO/FROM PST

D N

O /F

R O

M P

38LPM

PUMP

HHLS

HLS

ATG WATER PROBE WITH

TEMPERATURE SENSOR

HLCV FLOAT CHAMBER

DN15 TUBING

DN25 PRODUCT

RETURN LINE

200 LITER PRODUCT

SAVER TANK (PST)

DN25 WATER

DRAW-OFF LINE

OVERFLOW /

CIRCULATION VENT

HIGH AND HIGH-HIGH

LEVEL SWITCHES CHAMBER

INTERNAL FLOATING PAN

CS SS

CSSS

LLS

CS SS

LLLS

PRP-3

BALL JOINT

(TYP.)

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SCALE: N.T.S.

G . S

N O

G . S

N O

G . S

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FM004

A1 FLOW DIAGRAM - TANK 3 DRAFT

AutoCAD SHX Text

GENERATOR

BLDG 2613

BLDG

G A

M R

GRASS

EXISTING STORM DRAINAGE AREA

GRASS

PUMPHOUSE

PUMP

SHED

GRASS

BLDG

TEMP BLDGS

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US Army Corps of Engineers

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0SCALE: 1:250 5M 10M 15MA1 SITE PLAN

PLAN

NORTH

TANK 3

11514 kL

35000 Ø x 17000 HIGH

DN 300 FILL LINE

DN 350 ISSUE LINE

200 L PRODUCT SAVER TANK

DN 200 FROM

PUMPHOUSE 1027

DN 300 FROM

PUMPHOUSE 2621

DN 350 TO

PUMPHOUSE 2621

DN 200 TO

TANKS 8 AND 9

DN 200 FROM

TANKS 8 AND 9

G . S

N O

G . S

N O

G . S

N O

M . A

N D

FM111

Y2 2\

- 2

3\ E-

: 1

M ay

A, A M

: P

O N

D _N

C S.

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

2 3 4 5 6 7 8 9 10

C O

O R

S G

N D

A P

-05 /1

D -M

M X

M M

C O

N D

, C O

R U

C T

P H

M C

N I J

C O

N C

O T

C O

R U

O N

BUILDING 2611

FIBER TO ETHERNET

MEDIA CONVERTER

ATG LSHH MVO

TANK #1

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CAT6

AREA #1

LSH

LSL

LSLL

EX. WAGU PLC (IAS),

NOTE 6 & 7

NETWORK

ETHERNET SWITCH

LEGEND:

INTERNAL WIRING

EXTERNAL WIRING

COMMUNICATION CABLES

FIBER OPTIC CABLES

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FO FO

NOTES:

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES AND LEGEND.

2. NETWORK BLOCK DIAGRAM IS ONLY SHOWING NEW TANKS

INCLUDED WITHIN THE SCOPE OF THIS PROJECT.

3. EXISTING LEVEL ALARM LIGHTS, MVO LIGHTS, AND MVO

PUSHBUTTONS SHALL SHALL BE MODIFIED TO BE REUSED FOR THE

NEW TANKS. ANY UNUSED LIGHTS OR PUSHBUTTONS SHALL HAVE

NAME PLATES REPLACED WITH SPARE.

4. EX. PLC HMI SHALL ONLY DISPLAY MVO STATUS SIGNALS. ALL

REMOTE CONTROL OF MVO'S SHALL BE LOCATED AT EXISTING MVO

OPEN AND CLOSE PUSHBUTTONS IN BUILDING 2613. EX. HMI SHALL

BE UPDATED BY PLC INTEGRATOR TO INCORPORATE NEW

INSTRUMENTATION.

5. SEE ES401 FOR LOCATION OF ELECTRICAL EQUIPMENT.

6. FINAL TERMINATION POINTS INTO THE PLC SHALL BE INDICATED IN

THE PLC SHOP DRAWINGS PROVIDED BY THE PANEL

MANUFACTURER. THE CONTROL SYSTEM BLOCK DIAGRAM, DETAIL

A1/E-603, IS FOR REFERENCE ONLY AND PROVIDED FOR

DISPLAYING THE OVERALL CONNECTIVITY OF THE NEW CONTROL

SYSTEM.

7. UNDER A UPCOMING CCM PROJECT, A NEW PLC SYSTEM SHALL BE

INSTALLED. THIS WILL BE THE EXISTING PLC AS REFERENCED ON

THIS DRAWING. CONTRACTOR SHALL ROUTE ALL ATG

CONDUCTORS AND CIRCUITS TO THE EX. WAGO PLC (ATG) AND ALL

TANK INSTRUMENTATION TO THE EX. WAGO PLC (IAS). ONCE ALL

TERMINATIONS ARE MADE, PLC INTEGRATOR SHALL UPDATE

EXISTING SOFTWARE TO INCORPORATE THE NEW

INSTRUMENTATION SIGNALS.

8. EX. WAGO PLC (IAS) SHALL COMMUNICATE TO EX. FUJI ELECTRIC

PLC VIA CAT6 ETHERNET CABLE THIS SHALL SHARE INFORMATION

BETWEEN THE PLC'S SUCH AS TANK LEVEL SWITCHES AND MVO

STATUS SIGNALS.

BUILDING 2613

NOTE 3 NOTES

3 & 4

EXISTING

LOCAL LEVEL

ALARM LIGHTS

EXISTING

MVO LIGHTS &

PUSHBUTTONS

TANK #1

ELECTRICAL

JUNCTION BOX

FIBER OPTIC

PATCH PANEL

HORN/STROBE

ALARM

CAT6

PLC ENCLOSURE

TANK ATG

PLC INPUTS,

OUTPUTS

AND COMM.

EX.

HMI

CAT6

(ALL TANK LEVEL SWITCHES

AND MVO STATUS SIGNALS)

EX. FUJI

ELECTRIC PLC,

NOTE 8

o o o o o o o o o o o o o o o o

EX. WAGU PLC (ATG),

NOTES 6 & 7

ATG

POWER

ATG

SIGNALS

EX. FUEL R.S. PANEL

CAT6

LEVEL SWITCH

SIGNALS

MUG STATUS

SIGNALS

M . B

R U

C E

C C

G R

E-601

Sheets and Views

G-001 COVER

C-001 CIVIL GENERAL NOTES, LEGEND AND ABBREVIATIONS

C-101 SITE PLAN - NEW WORK

C-102 GRADING AND DRAINAGE PLAN

FM003 FLOW DIAGRAM

OLE1

FM004 FLOW DIAGRAM - TANK 3

OLE1

FM111 SITE PLAN

OLE1

E-601 SYSTEM DIAGRAM

OLE1

File details come from the government source that posted it. Updated Jul 21, 2023.