canada tatitlek bulk fuel upgrade anchorage issued …
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TATITLEK, ALASKA
ALASKAENERGY AUTHORITY
BULK FUEL UPGRADETATITLEK
RUSSIA
ANCHORAGE
NOME
KOTZEBUE
BARROW
JUNEAU
FAIRBANKS
CANADA
KODIAK
BETHEL
UNALASKA
ISSUED FOR CONSTRUCTION
DESIGN DRAWINGS
JANUARY 2020
OETATS
49
TH
A
AK
SALF
REGI STERED PROFESS IONAL ENGINEE
RAndrew M. HorazdovskyCE-14054
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MV
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MV
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MV
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GENERAL
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G1
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COVER SHEET
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G2
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NOTES, LEGEND, AND ABBREVIATIONS
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G3
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SETBACK & SIGNAGE PLAN
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G4
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SURVEY CONTROL
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G5
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COMPONENT SCHEDULES
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G6
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DECOMMISSIONING PLAN (ADD ALT 1 & 2)
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CIVIL
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C1
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OPERATING SCHEMATIC
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C2
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VICINITY MAP
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C3
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TANK FARM SITE PLAN
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C4
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GRADING PLAN
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C5
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PIPING PLAN
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C6
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TANK FARM PAD SECTIONS
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C7
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CONTAINMENT DIKE DETAIL
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C8
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CONTAINMENT DIKE DETAILS
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C9
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11,600 GALLON PROTECTED TANK DETAILS
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C10
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MISCELLANEOUS TANK DETAILS
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C12
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DISPENSER AND HOSE REEL ENCLOSURE
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C12
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DISPENSER AND HOSE REEL ENCLOSOURE DETAILS
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C13
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MISCELLANEOUS DETAILS
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C14
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FENCE DETAILS
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ELECTRICAL
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E1
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ELECTRICAL NOTES, LEGEND & ABBREVIATIONS
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E2
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ELECTRICAL CONTROL SPECIFICATIONS
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E3
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POWER ONE-LINE & PANEL SCHEDULES
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E4
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ELECTRICAL SITE PLAN
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E5
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GROUNDING PLAN
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E6
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TANK FARM ELECTRICAL PLAN
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E7
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ELECTRICAL AREA CLASSIFICATION PLAN
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E8
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PANEL CP LAYOUT & NARRATIVE
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E9
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PANEL CP ONE-LINE AND WIRE LIST
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E10
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DIESEL TANK & DIESEL DISPENSER CONTROLS
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E11
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DIESEL HOSE REEL & CONTROLS
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E12
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GAS TANK & GAS DISPENSER CONTROLS
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J:\JobsData\30413.00 Tatitlek BFU CA\00 CADD\01 Working Set\01 Civil\30413.00 Cover.dwg
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Department of Community and Economic Development
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State of Alaska
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Anchorage, Alaska 99503
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813 West Northern Lights Blvd.
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Rural Energy Group
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%%uPROJECT AREA MAP
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Construction Manager
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AEA Project Manager
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Construction Period
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(Consultant)
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Final Design
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Project Number
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Fire Marshal Approval
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As-Builts
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(Date)
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(Date)
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(From)
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(Date)
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(To)
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(AEA)
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30413.00
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-
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-
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FILE:
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A L E U T I A N
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OF
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BRISTOL BAY
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COOK INLET
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NORTON SOUND
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ARCTIC OCEAN
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GULF
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ALASKA
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I S L A N D S
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BERING SEA
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CHUKCHI SEA
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Susitna
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Koyukuk
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Yukon
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Yukon
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Kuskokwim
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River
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River
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River
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River
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Tanana
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River
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River
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Kobuk
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Colville
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River
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Copper
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River
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River
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ST. LAWRENCE ISLAND
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ST. MATTHEW ISLAND
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NUNIVAK ISLAND
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PRIBILOF ISLANDS
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PROPOSED BULK FUEL TANK FARM
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-
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Bill Price
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GRAPHIC SCALE
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0
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SCALE IN FEET
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300
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300
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600
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TATITLEK NARROWS
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RUNWAY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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LANDFILL
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FERRY DOCK
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20044
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%%UDRAWING INDEX
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1/29/2020
·
·
··
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Andr
ew M
. Hor
azdo
vsky
CE
-140
54
G2
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PROJECT ACTIVITIES WILL INCLUDE THE CONSTRUCTION OF:
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PROJECT SCOPE
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GENERAL NOTES
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INSTALLATION OF AN OWNER PROVIDED 11,600 GALLON HORIZONTAL DUAL PRODUCT, PROTECTED, SKID MOUNTED AST WITHIN A NEW CONCRETE DIKE CONTAINMENT AREA. NEW DUAL PRODUCT RETAIL DISPENSER, HOSE REEL, AND POINT OF SALE SYSTEM.. LIGHTING AND ELECTRICAL CONTROLS AS REQUIRED. REQUIRED SPILL CONTINGENCY EQUIPMENT.
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2%
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20
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CIVIL LEGEND (GENERAL)
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DETAIL/SECTION REFERENCES
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%%USECTION SYMBOL%%U
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%%UDETAIL SYMBOL%%U
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REFERENCE NUMBER OF DRAWING ON WHICH DETAIL IS DRAWN
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SECTION IDENTIFICATION
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DETAIL IDENTIFICATION
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ABBREVIATIONS
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ANTI-SIPHON VALVE
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BALL VALVE
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CHECK VALVE
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VERTICAL PIPE TRANSITION
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FILTER
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GATE VALVE
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PRESSURE TEST TAP
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REDUCER
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WYE STRAINER (MESH SIZE)
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CENTRIFUGAL PUMP
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CENTERLINE
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CULVERT
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DITCH LINE/DRAINAGE SWALE
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DRAINAGE DIRECTION & SLOPE
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TRAVELED WAY
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FILL SLOPE
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FENCE LINE
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FIRE EXTINGUISHER
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GROUND ELEVATION CONTOURS
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BOLLARD
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POWER POLE
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INFORMATION / WARNING SIGN
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SURVEY MONUMENT
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TEST PIT
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9
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C9
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1
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SHEET NOTE
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PROPERTY BOUNDARY
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A
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C10
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5
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FLEXIBLE CONNECTOR
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HOSE REEL CABINET
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DETAIL CALLOUT
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QUICK COUPLING
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SUBMERSIBLE PUMP
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PP
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CUT SLOPE
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FINISH GRADE ELEVATION
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XXX
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FUSIBLE VALVE
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METER
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F
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M
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TESTING, STARTUP AND COMMISSIONING PROCEDURES
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1.CONTRACTOR SHALL PERFORM SYSTEM TESTING, STARTUP AND COMMISSIONING IN ACCORDANCE CONTRACTOR SHALL PERFORM SYSTEM TESTING, STARTUP AND COMMISSIONING IN ACCORDANCE WITH THE PROCEDURES LISTED HERE, THE SPECIFICATIONS, AND IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. LEAVE ALL WORK SITES IN AN ORDERLY CONDITION CONSISTENT WITH THAT FOUND UPON ARRIVAL. 2.PRESSURE TEST ALL PIPING AND FILL OUT AEA-APPROVED PIPELINE PRESSURE TEST REPORTS, PRESSURE TEST ALL PIPING AND FILL OUT AEA-APPROVED PIPELINE PRESSURE TEST REPORTS, SEE SPECIFICATIONS FOR ADDITIONAL DETAILS. THE ENGINEER OR HIS APPROVED REPRESENTATIVE SHALL BE PRESENT DURING ALL PRESSURE TESTING UNLESS DIRECTED OTHERWISE IN WRITING. DELIVER ORIGINAL REPORTS TO AEA AND A COPY TO THE ENGINEER. 3.TEST ALL PRESSURE RELIEF AND ANTI-SIPHON VALVES FOR PROPER OPERATION AT SPECIFIED TEST ALL PRESSURE RELIEF AND ANTI-SIPHON VALVES FOR PROPER OPERATION AT SPECIFIED PRESSURE. 4.CONTRACTOR SHALL BE PRESENT DURING INITIAL FILLING OF TANKS. UPON FILLING OF TANKS CONTRACTOR SHALL BE PRESENT DURING INITIAL FILLING OF TANKS. UPON FILLING OF TANKS VERIFY PRODUCT LEVEL WITH GAUGING STICK AND RECALIBRATE ALL TANK GAUGES. REMOVE AND CLEAN ALL STRAINERS AND FILTERS AFTER INITIAL FILLING AND DISPENSING. 5.CHECK ALL PUMPS FOR PROPER ROTATION. PRIOR TO OPERATING CENTRIFUGAL PUMPS PRIME THE CHECK ALL PUMPS FOR PROPER ROTATION. PRIOR TO OPERATING CENTRIFUGAL PUMPS PRIME THE PUMP CAVITY WITH FUEL. IF TEMPERATURES ARE BELOW 40° F WARM PUMP BODY INACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 6.CHECK ALL CONTROL AND ALARM FUNCTIONS. MANIPULATE TANK FLOAT SWITCHES TO SIMULATE CHECK ALL CONTROL AND ALARM FUNCTIONS. MANIPULATE TANK FLOAT SWITCHES TO SIMULATE LOW AND HIGH LEVEL CONDITIONS. SET TIMING RELAYS FOR 30 SECONDS AND VERIFY TIME-OUT FUNCTION. RE-SET TIMERS TO SPECIFIED VALUES AFTER TESTING. VERIFY LATCHING AND RESET FUNCTIONS, EMERGENCY STOP FUNCTION, AND OPERATION OF ALL SIGNAL LAMPS AND HORNS. OBSERVE OPERATION OF MOTOR ACTUATED VALVES. VERIFY THAT AREA LIGHTING FUNCTIONS PROPERLY. 7.TEST THE BULK TRANSFER HOSE REEL, RETAIL DISPENSER, AND ALL RELATED COMPONENTS. TEST THE BULK TRANSFER HOSE REEL, RETAIL DISPENSER, AND ALL RELATED COMPONENTS. 8.VERIFY ALL SIGNS, PLACARDS, AND VALVE TAGS ARE PROPERLY LOCATED. VERIFY PROPER VERIFY ALL SIGNS, PLACARDS, AND VALVE TAGS ARE PROPERLY LOCATED. VERIFY PROPER PRODUCT COLOR CODE AND LABELING FOR ALL TANKS AND PIPING. 9.INSTALL PADLOCKS ON ALL VALVES AND FENCE GATES. KEY ALL LOCKS ALIKE. PROVIDE SPARE INSTALL PADLOCKS ON ALL VALVES AND FENCE GATES. KEY ALL LOCKS ALIKE. PROVIDE SPARE LOCKS AND KEYS AS INDICATED IN THE SPECIFICATIONS. 10.INSTRUCT LOCAL OPERATORS IN THE OPERATION AND MAINTENANCE OF ALL SYSTEMS. PLACE INSTRUCT LOCAL OPERATORS IN THE OPERATION AND MAINTENANCE OF ALL SYSTEMS. PLACE SPARE PARTS, INCINERATOR, AND SPILL RESPONSE SUPPLIES IN DESIGNATED LOCATION.
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M
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MOTOR ACTUATED BALL VALVE
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LEVEL FLOAT SWITCH
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EDGE OF WATER
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OR
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NOTE: SOME DETAILS UTILIZE SYMBOLS NOT IN THIS GENERAL LEGEND. WHERE THIS OCCURS, : SOME DETAILS UTILIZE SYMBOLS NOT IN THIS GENERAL LEGEND. WHERE THIS OCCURS, SYMBOLS ARE DEFINED ON THE SHEET IN WHICH THEY ARE USED.
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HOSE REEL
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(#10)
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FILL LIMITER
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REFERENCE NUMBER OF DRAWING ON WHICH DETAIL IS DRAWN
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P
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DIAMETER
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%%C
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CALL BEFORE YOU DIG
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WATER/SEWER
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NATIVE VILLAGE OF TATITLEK 907-525-2298
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ELECTRIC
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ADEC ALASKA DEPARTMENT OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADOTALASKA DEPARTMENT OF ALASKA DEPARTMENT OF TRANSPORTATION AEA ALASKA ENERGY AUTHORITY ALASKA ENERGY AUTHORITY ALCAP ALUMINUM SURVEY CAP ALUMINUM SURVEY CAP ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE APIAMERICAN PETROLEUM INSTITUTE AMERICAN PETROLEUM INSTITUTE APPROX APPROXIMATE APPROXIMATE ASTM AMERICAN SOCIETY FOR TESTING OF AMERICAN SOCIETY FOR TESTING OF MATERIALS ASTABOVEGROUND STORAGE TANK ABOVEGROUND STORAGE TANK AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY BLDGBUILDING BUILDING BV BALL VALVE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE DEMO DEMOLISH DEMOLISH DFT DRY FILM THICKNESS DRY FILM THICKNESS DIADIAMETER DIAMETER DWGDRAWING DRAWING E EAST EAST EAEACH EACH ELELEVATION ELEVATION ELEC ELECTRIC ELECTRIC EPA U.S. ENVIRONMENTAL PROTECTION U.S. ENVIRONMENTAL PROTECTION AGENCY ENGINEERCRW ENGINEERING GROUP, LLC CRW ENGINEERING GROUP, LLC E-VENT EMERGENCY VENT EMERGENCY VENT °FFAHRENHEIT FC FLEXIBLE CONNECT FFFINISH FLOOR ELEV. FINISH FLOOR ELEV. FGFINISH GRADE FINISH GRADE FORFUEL OIL RETURN FUEL OIL RETURN FOS FUEL OIL SUPPLY FUEL OIL SUPPLY FPT FEMALE NATIONAL PIPE TAPERED FEMALE NATIONAL PIPE TAPERED THREAD FTFOOT OR FEET FOOT OR FEET GAGAUGE GAUGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GPM GALLONS PER MINUTE GALLONS PER MINUTE GV GATE VALVE HDPEHIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HPHORSE POWER HORSE POWER HRHOUR HOUR IAWIN ACCORDANCE WITH IN ACCORDANCE WITH IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE IDINSIDE DIAMETER INSIDE DIAMETER IFCINTERNATIONAL FIRE CODE INTERNATIONAL FIRE CODE IPC INTERNATIONAL PLUMBING CODE INTERNATIONAL PLUMBING CODE LFLINEAR FEET LINEAR FEET LBPOUND POUND MMETERS METERS MAXMAXIMUM MAXIMUM MIL0.001 INCH 0.001 INCH MINMINIMUM MINIMUM MNPTMALE NATIONAL PIPE THREAD MALE NATIONAL PIPE THREAD NNORTH NORTH NCNORMALLY CLOSED NORMALLY CLOSED NFSNON-FROST SUSCEPTIBLE SOIL NON-FROST SUSCEPTIBLE SOIL NONORMALLY OPEN NORMALLY OPEN NPTNATIONAL PIPE TAPERED THREAD NATIONAL PIPE TAPERED THREAD NTSNOT TO SCALE NOT TO SCALE NVTNATIVE VILLAGE OF TATITLEK NATIVE VILLAGE OF TATITLEK NWRNATIONAL WILDLIFE REFUGE NATIONAL WILDLIFE REFUGE OAEOR APPROVED EQUAL OR APPROVED EQUAL ODOUTSIDE DIAMETER OUTSIDE DIAMETER OSHAOCCUPATIONAL SAFETY AND HEALTH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OZOUNCE OUNCE PCCPORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PLPLATE PLATE PRVPRESSURE RELIEF VALVE PRESSURE RELIEF VALVE PSFPOUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSIPOUNDS PER SQUARE INCH POUNDS PER SQUARE INCH RRADIUS RADIUS RFRAISED FACE RAISED FACE SSEWER SEWER SCHSCHEDULE SCHEDULE SHPOSTATE HISTORIC PRESERVATION STATE HISTORIC PRESERVATION OFFICE SIMSIMILAR SIMILAR SPECSPECIFICATION SPECIFICATION SQSQUARE SQUARE SSSTAINLESS STEEL STAINLESS STEEL SSPCSTEEL STRUCTURES PAINTING COUNCIL STEEL STRUCTURES PAINTING COUNCIL STASTATION STATION SYSQUARE YARD SQUARE YARD TBMTEMPORARY BENCH MARK TEMPORARY BENCH MARK TSTUBE STEEL TUBE STEEL TYPTYPICAL TYPICAL UGUNDERGROUND UNDERGROUND ULUNDERWRITERS LABORATORY UNDERWRITERS LABORATORY UPCUNIFORM PLUMING CODE UNIFORM PLUMING CODE USTUNDERGROUND STORAGE TANK UNDERGROUND STORAGE TANK ULSDULTRA LOW SULFUR DIESEL ULTRA LOW SULFUR DIESEL w/WITH WITH WWATERWATER
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1.THE CONTRACTOR SHALL PROTECT ALL ITEMS NOT SCHEDULED FOR THE CONTRACTOR SHALL PROTECT ALL ITEMS NOT SCHEDULED FOR DEMOLITION DURING CONSTRUCTION. DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION. 2.ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CONSULT WITH THE APPROPRIATE UTILITY ORGANIZATIONS TO VERIFY AND LOCATE UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONTACT INFORMATION ON THIS SHEET. 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE APPROPRIATE TEMPORARY CUT SLOPES AND SHORING FOR EXCAVATIONS AND TRENCHES FOR SITE SOILS, GROUNDWATER AND RUNOFF CONDITIONS AND SURFACE LOADING CONDITIONS. THE CONTRACTOR MUST COMPLY WITH APPLICABLE FEDERAL AND STATE OSHA REGULATIONS. THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES NECESSARY FOR SAFETY AND TRAFFIC CONTROL. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH EXISTING FACILITY OPERATORS, OTHER CONTRACTORS, SUBCONTRACTORS, THE CITY AND STATE AND FEDERAL AUTHORITIES. 5.THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW ALL FEATURES OF THE REQUIRED WORK. PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS REQUIRED FOR A COMPLETE, AND CODE COMPLIANT SYSTEM. VERIFY EXISTING FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION OF QUESTIONABLE ITEMS OR APPARENT CONFLICTS. 5.THE CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP IF ONE IS THE CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP IF ONE IS REQUIRED. 6.ALL ITEMS TO BE INSTALLED ARE NEW UNLESS SPECIFICALLY ALL ITEMS TO BE INSTALLED ARE NEW UNLESS SPECIFICALLY INDICATED AS EXISTING. INSTALL ALL MATERIALS AND EQUIPMENT IAW MANUFACTURERS RECOMMENDATIONS, INSTRUCTIONS, AND INSTALLATION DRAWINGS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 7.THE SPECIFICATION OF A NAME BRAND PRODUCT FOLLOWED BY THE THE SPECIFICATION OF A NAME BRAND PRODUCT FOLLOWED BY THE "OR EQUAL" PHRASE IS DONE MERELY TO ESTABLISH THE MINIMUM LEVEL OF QUALITY OF MATERIALS AND EQUIPMENT REQUIRED AND IS NOT A PRODUCT ENDORSEMENT. SUBMIT ANY PROPOSED SUBSTITUTIONS FOR REVIEW AND APPROVAL, UNLESS "NO SUBSTITUTIONS" IS SPECIFIED. 8.FACILITY DESIGN IS IN ACCORDANCE WITH THE 2009 INTERNATIONAL FACILITY DESIGN IS IN ACCORDANCE WITH THE 2009 INTERNATIONAL FIRE CODE, STATE OF ALASKA FIRE AND SAFETY REGULATIONS ADMINISTRATIVE CODES 13 AAC 50, 13 AAC 55, AND THE MOST RECENT MEMORANDUM OF AGREEMENT BETWEEN THE AEA AND THE STATE OF ALASKA FIRE MARSHALL. 9.CONTRACTOR TO PROVIDE SIGNAGE IAW THE SIGN SCHEDULE, AND AS CONTRACTOR TO PROVIDE SIGNAGE IAW THE SIGN SCHEDULE, AND AS IDENTIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. 10.PERFORM WORK WITH SKILLED CRAFTSMEN SPECIALIZED IN SAID WORK. PERFORM WORK WITH SKILLED CRAFTSMEN SPECIALIZED IN SAID WORK. INSTALL ALL MATERIALS IN A NEAT, ORDERLY, AND SECURE FASHION, AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND COMMONLY RECOGNIZED STANDARDS OF GOOD WORKMANSHIP. 11.SCHEDULE AND COORDINATE DEMOLITION AND NEW CONSTRUCTION / SCHEDULE AND COORDINATE DEMOLITION AND NEW CONSTRUCTION / RENOVATION ACTIVITIES SUCH THAT COMPLETE AND OPERABLE BULK FUEL STORAGE AND DISPENSING SYSTEMS ARE MAINTAINED AT ALL TIMES. 12.CONTRACTOR SHALL MAINTAIN A "REDLINE" SET OF DRAWINGS TO CONTRACTOR SHALL MAINTAIN A "REDLINE" SET OF DRAWINGS TO REFLECT FIELD CHANGES THROUGHOUT CONSTRUCTION. RED LINE CONSTRUCTION DRAWINGS SHALL BE SUBMITTED TO ENGINEER AT COMPLETION OF THE PROJECT. 13.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH U.S. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH U.S. ENVIRONMENTAL PROTECTION AGENCY, ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION, AND STATE AND FEDERAL OCCUPATIONAL HEALTH AND SAFETY REGULATIONS.
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PRESSURE RELIEF VALVE w/ FLOW DIRECTION
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UTILITY LINE/PIPELINE DESIGNATIONS
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FUEL
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DIESEL FUEL
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D
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F
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GASOLINE
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SANITARY SEWER
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G
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S
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WATER
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W
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HR
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HS
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HEAT RETURN
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HEAT SUPPLY
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UNDERGROUND UTILITY LINE/PIPELINE: EXISTING UNDERGROUND UTILITY LINE/PIPELINE: NEW ABOVEGROUND UTILITY LINE/PIPELINE: EXISTING ABOVEGROUND UTILITY LINE/PIPELINE: NEW UTILITY LINE/PIPELINE TO BE DECOMMISSIONED
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X
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X
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X
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X
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SPILL BASIN
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 General Sheets.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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NOTES, LEGEND, AND ABBREVIATIONS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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1/29/2020
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Andr
ew M
. Hor
azdo
vsky
CE
-140
54
G3
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MV
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MV
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MV
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PROPOSED PROJECT LEASE BOUNDARY (TYP)
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HOSE REEL ENCLOSURE
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12
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SPILL CONTINGENCY EQUIPMENT
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8
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9
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11,600 GALLON DUAL PRODUCT PROTECTED AST
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RETAIL DISPENSER
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5
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6
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11
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7
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FIRE EXTINGUISHER (TYP 5)
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3
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2
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4
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%%USETBACK/SEPARATION REQUIREMENTS:
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1. INSTALL 5 PORTABLE FIRE EXTINGUISHERS, INCLUDING ONE IN THE CONCRETE WALL CONTAINMENT AREA, ONE AT THE DISPENSER, ONE AT THE HOSE REEL ENCLOSURE, AND TWO SPARES TO BE STORED WITH SPILL RESPONSE EQUIPMENT. EXTINGUISHERS MOUNTED OUTSIDE SHALL BE WITHIN APPROVED WEATHER PROOF ENCLOSURE WITH HINGED DOORS. 2. SEE ELECTRICAL SHEETS FOR LOCATIONS OF EMERGENCY STOPS AND INSTALL SIGNS AT THOSE LOCATIONS.
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%%UNOTES:
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THE PROPOSED TANK FARM WILL PERFORM THREE FUNCTIONS - BULK STORAGE, DIESEL BULK TRANSFER, AND RETAIL DISPENSING. ALL TANKS ARE INSTALLED ABOVE GROUND. TO COMPLY WITH THE REQUIREMENTS OF THE 2012 INTERNATIONAL FIRE CODE, EPA, THE 2013 ALASKA ENERGY AUTHORITY/DIVISION OF FIRE PREVENTION MEMORANDUM OF AGREEMENT, AND STATE OF ALASKA REGULATIONS THE FOLLOWING MINIMUM CLEARANCES ARE REQUIRED: 10'FROM THE DISPENSER TO ALL BUILDINGS AND PROPERTY LINES. FROM THE DISPENSER TO ALL BUILDINGS AND PROPERTY LINES. 15'FROM PROTECTED DISPENSING TANKS (12000 GAL MAX) TO THE NEAREST IMPORTANT BUILDING OR FROM PROTECTED DISPENSING TANKS (12000 GAL MAX) TO THE NEAREST IMPORTANT BUILDING OR NEAREST SIDE OF A PUBLIC WAY. 25'FROM PROTECTED DISPENSING TANKS (12000 GAL MAX) TO THE NEAREST PROPERTY LINE WHICH IS OR FROM PROTECTED DISPENSING TANKS (12000 GAL MAX) TO THE NEAREST PROPERTY LINE WHICH IS OR CAN BE BUILT UPON. 25'FROM THE BULK TRANSFER HOSE STAND TO THE NEAREST TANK, THE NEAREST IMPORTANT BUILDING, FROM THE BULK TRANSFER HOSE STAND TO THE NEAREST TANK, THE NEAREST IMPORTANT BUILDING, THE NEAREST PROPERTY LINE WHICH IS OR CAN BE BUILT UPON, COMBUSTIBLE MATERIALS, AND FIXED SOURCES OF IGNITION. DISTANCE MAY BE REDUCED TO 15' IF NOT USED FOR TRANSFER OF CLASS I LIQUIDS.
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WARNING SIGNS - RED LETTERING ON WHITE BACKGROUND (3" HIGH X 1/2" STROKE LETTERS) - RED LETTERING ON WHITE BACKGROUND (3" HIGH X 1/2" STROKE LETTERS) "DANGER FLAMMABLE LIQUIDS" "NO SMOKING NO OPEN FLAMES" "FLAMMABLE ____ GALLONS GASOLINE" OR "COMBUSTIBLE ____ GALLONS DIESEL", INSERT VOLUME IN GALLONS AS APPROPRIATE. INFORMATIONAL PLACARDS - BLACK LETTERING ON WHITE BACKGROUND (2" HIGH 1/2" STROKE LETTERS) - BLACK LETTERING ON WHITE BACKGROUND (2" HIGH 1/2" STROKE LETTERS) "IMPORTANT - PRIOR TO DISPENSING: 1.SHUT OFF MOTOR SHUT OFF MOTOR 2.DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING A METAL SURFACE AWAY DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING A METAL SURFACE AWAY FROM THE NOZZLE 3.TO PREVENT STATIC CHARGE, DO NOT RE-ENTER YOUR VEHICLE WHILE FUEL IS PUMPING TO PREVENT STATIC CHARGE, DO NOT RE-ENTER YOUR VEHICLE WHILE FUEL IS PUMPING 4.IF A FIRE STARTS, DO NOT REMOVE NOZZLE - BACK AWAY IMMEDIATELY" IF A FIRE STARTS, DO NOT REMOVE NOZZLE - BACK AWAY IMMEDIATELY" "IT IS UNLAWFUL AND DANGEROUS TO DISPENSE FUEL INTO UNAPPROVED CONTAINERS" "ATTACH STATIC WIRE TO PORTABLE TANK PRIOR TO FILLING" "IN CASE OF FIRE SPILL OR RELEASE:" 1.USE EMERGENCY SHUTOFF USE EMERGENCY SHUTOFF 2.CONTACT THE NATIVE VILLAGE OF TATITLEK (907)-525-2278 CONTACT THE NATIVE VILLAGE OF TATITLEK (907)-525-2278 3.REPORT ACCIDENT TO ADEC (1-800-478-9300) REPORT ACCIDENT TO ADEC (1-800-478-9300) "SPILL CONTINGENCY EQUIPMENT" "EMERGENCY SHUTOFF" - SEE ELECTRICAL FOR SIGN LOCATIONS "PRESSURE NOT TO EXCEED 70 PSI" (NOTE THIS SIGN IS WELDED TO THE TRUCK HEADER SUPPORT) INSTRUCTION PLACARDS - BLUE LETTERING ON WHITE BACKGROUND (1/2" HIGH X 3/8" STROKE LETTERS) - BLUE LETTERING ON WHITE BACKGROUND (1/2" HIGH X 3/8" STROKE LETTERS) RETAIL DISPENSING: 1.SEE ATTENDANT TO PRE-PAY FOR FUEL SEE ATTENDANT TO PRE-PAY FOR FUEL 2.REMOVE NOZZLE, LIFT LEVER AND BEGIN FUELING REMOVE NOZZLE, LIFT LEVER AND BEGIN FUELING 3.REPLACE NOZZLE AFTER FUELING REPLACE NOZZLE AFTER FUELING 4.SEE ATTENDANT FOR RECEIPT" SEE ATTENDANT FOR RECEIPT" BULK TRANSFER: 1.SHUT OFF VEHICLE AND CONNECT GROUNDING REEL. SHUT OFF VEHICLE AND CONNECT GROUNDING REEL. 2.RESET METER - SET TO DESIRED VOLUME RESET METER - SET TO DESIRED VOLUME 3.DEPRESS "PUMP ON" BUTTON LOCATED NEAR HOSE REEL. DEPRESS "PUMP ON" BUTTON LOCATED NEAR HOSE REEL. 4.PLACE NOZZLE IN FUEL RECEPTACLE PLACE NOZZLE IN FUEL RECEPTACLE 5.DEPRESS NOZZLE LEVER TO BEGIN FLOW DEPRESS NOZZLE LEVER TO BEGIN FLOW 6.TO PREVENT STATIC CHARGE, DO NOT RE-ENTER YOUR VEHICLE WHILE FUEL IS PUMPING. TO PREVENT STATIC CHARGE, DO NOT RE-ENTER YOUR VEHICLE WHILE FUEL IS PUMPING. 7.IF FIRE STARTS, DO NOT REMOVE NOZZLE - BACK AWAY IMMEDIATELY. IF FIRE STARTS, DO NOT REMOVE NOZZLE - BACK AWAY IMMEDIATELY. 8.WHEN FUELING IS COMPLETE DEPRESS "PUMP OFF" BUTTON, REWIND HOSE AND HANG UP WHEN FUELING IS COMPLETE DEPRESS "PUMP OFF" BUTTON, REWIND HOSE AND HANG UP NOZZLE" PROVIDE PLACARDS INDICATING PRODUCT TYPE AT EACH HOSE REEL PROVIDE ADEC SPILL REPORTING SIGN: CONTRACTOR TO CONTACT ADEC FOR CURRENT SPILL SPILL REPORTING PLACARD (907-269-3063)
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%%UWARNING SIGNS & INFORMATION PLACARD SCHEDULE:
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PROVIDE ALL SIGNS INDICATED IN THE SCHEDULE BELOW, QUANTITY & LOCATION AS INDICATED ON THE DRAWINGS. ALL SIGNS SHALL BE CONSTRUCTED FROM 0.08" ALUMINUM PLATE, AND SIZED IAW 2009 IFC. SIGN LETTERING IS SHOWN BELOW IN QUOTATIONS. PROVIDE 3/16" HOLES IN ALL FOUR CORNERS. PROVIDE NON-REFLECTIVE VINYL BACKGROUND, 3M 3650-10, WITH 3M SERIES 225 HIGH PERFORMANCE VINYL LETTERS, ONE SIDE ONLY, COLOR AS INDICATED. ATTACH TO FENCING WITH GALVANIZED HOG RINGS OR STAINLESS STEEL CABLE TIES. SIGNAGE PLACED DIRECTLY ON TANKS SHALL CONSIST OF HIGH QUALITY ADHESIVE BACK DECALS OR PAINTED STENCILS.
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13
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12
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11
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10
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9
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8
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7
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6
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5
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4
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3
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2
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1
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TANK FARM SETBACK & SIGNAGE PLAN
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GRAPHIC SCALE
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1
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TATITLEK DOCK ACCESS ROAD
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13
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1
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SECURITY FENCE
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0
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10'
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20'
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10'
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Signage Setback.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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DATE
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File:
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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SETBACK & SIGNAGE PLAN
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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14
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9
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SECURITY FENCE
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7
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2
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1
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14
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1/29/2020
OETATS
49
TH
A
AKSALF
REGISTERED PR
OFES
SION
AL LA
ND SU
RVEYOR
Mich
ael L
. Jok
elaLS
-783
9
G4
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Tract B
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Tract G
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U.S. SURVEY NO. 3884
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Grant of Right of Way Book 126 Page 535
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ANCSA 14(C) TRACTS A-G (91-2)
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ANCSA 14(C) TRACTS A-G (91-2)
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ALASKA TIDELAND SURVEY 1483 (94-5)
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PROPOSED LEASE AREA
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GRAPHIC SCALE
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0
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SCALE IN FEET
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50
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50
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100
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COMMUNITY BUILDING
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POWER PLANT
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TATITLEK NARROWS
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123
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LEGEND
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Control Point #
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ALUMINUM CAP
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BRASS CAP
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TEMPORARY BENCH MARK
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SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF ALASKA, AND THAT THIS DRAWING REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AS DESCRIBED, AND THAT ALL DIMENSIONS AND OTHER DETAILS ARE CORRECT TO THE EXTENT SHOWN HEREON. MICHAEL L. JOKELA LS-7839 (DATE)
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VERTICAL & HORIZONTAL CONTROL STATEMENT The vertical datum is based on DCCED 2004 Community Mapping point #909-(CRW #601) Published Elevation 57.07' above Mean Lower Low Water(MLLW). DCCED point #909 -(CRW #601) is a BLM monument Corner 4 of US Survey 3884. DCCED obtain elevation from DOT & PF Site Plan & Survey Project "Tatitlek Dock & Equipment Facility" Project no. 50727. Horizontal Datum: Is a ground coordinate system with a basis of coordinates at CRW 601 N 2,508,056.6540' E 1,519,799.8949'Elevation = 57.07'. Elevation = 57.07'.
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NOTES 1.ALL COORDINATES AND DIMENSIONS SHOWN ARE IN U.S. SURVEY FEET. ALL COORDINATES AND DIMENSIONS SHOWN ARE IN U.S. SURVEY FEET. 2.THE FIELD SURVEY WAS CONDUCTED October 2013. THE FIELD SURVEY WAS CONDUCTED October 2013. 3. WHETHER LISTED OR NOT, ALL MONUMENTS OR PROPERTY MARKERS, CORNERS, OR ACCESSORIES, WHICH WILL BE DISTURBED OR BURIED, SHALL BE REFERENCED OR RE-ESTABLISHED IN THEIR ORIGINAL POSITION (A.S. 19.10.260) AND RECORDED (A.S. 34.65.040). 4. THE BACKGROUND LOT INFORMATION SHOWN IS FOR ORIENTATION PURPOSES ONLY AND DOES NOT REPRESENT ROW.
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xx/xx/2016
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\02 Survey\03 Survey Control\30413.00 SCS.dwg
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REVISION
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NO.
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Date
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Drawn
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DATE
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File:
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/28/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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SURVEY CONTROL
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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1/29/2020
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Andr
ew M
. Hor
azdo
vsky
CE
-140
54
G5
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TANK FARM VALVE SCHEDULE
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VALVE ID
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SIZE
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LOCATION
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END CONNECTION
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COMMENT
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ID TAG REQ'D
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BALL VALVES (BV)
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BV-1
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1 1/2"
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RETAIL DISPENSER
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FLANGED
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N.O.-CLOSE ONLY FOR SERVICE
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Y
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BV-2
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1 1/2"
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RETAIL DISPENSER
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FLANGED
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N.O.-CLOSE ONLY FOR SERVICE
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Y
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BV-3
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2"
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HOSE REEL
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FLANGED
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N.O.-CLOSE ONLY FOR SERVICE
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Y
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MOTORIZED VALVES (MV)
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MV-1
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2"
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TANK 1A
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FLANGED
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N.C.-OPEN FOR BULK TRANSFER
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Y
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MV-2
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2"
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TANK 1A
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FLANGED
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N.C.-OPEN FOR DISPENSING
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Y
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MV-3
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2"
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TANK 1B
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FLANGED
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N.C.-OPEN FOR DISPENSING
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Y
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FILL LIMITING VALVES (FLV)
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FLV-1
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3"
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TANK 1A FILL
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-
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-
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N
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FLV-2
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3"
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TANK 1B FILL
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-
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-
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N
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PRESSURE RELIEF VALVES (PRV)
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PRV-1
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1"
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MV-1
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FLANGED
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PRESSURE SETTING 75 PSI
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Y
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PRV-2
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1"
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MV-2
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FLANGED
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PRESSURE SETTING 50 PSI
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Y
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PRV-3
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1"
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MV-3
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FLANGED
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PRESSURE SETTING 50 PSI
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Y
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PRV-4
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1"
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HOSE REEL
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FLANGED
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PRESSURE SETTING 25 PSI
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Y
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ANTI SIPHON VALVE (ASV)
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ASV-1 TO ASV-3
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2"
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P-1, P-2, P-3 OUTLETS
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THREADED
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SEE NOTE 3
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N
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TANK FARM MISCELLANEOUS COMPONENTS
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COMPONENT ID
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SIZE
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LOCATION
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END CONNECTION
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COMMENT
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ID TAG REQ'D
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METER (M)
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M-1
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-
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DISPENSING AREA
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-
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-
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N
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FILTER (F)
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F-1
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2"
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METER M-1
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FLANGED X FLANGED
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-
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N
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FLEX CONNECT (FC)
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FC-1 TO FC-3
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2" X 18"
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TOP OF TANKS, TANK ISSUE
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FLANGED X FLANGED
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-
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FC- 4 TO FC-6
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2" X 18"
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TANK ISSUE, GROUND
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FLANGED X FLANGED
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-
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FC-7
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2" X 18"
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TANK 1B (ON GROUND)
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FLANGED X FLANGED
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-
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FC 8
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1.5" X 18"
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HOSE REEL
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FLANGED X MPT
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-
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FC -9 AND FC-10
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1.5" X 18"
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RETAIL DISPENSER
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FLANGED XMPT
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-
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STRAINERS (S)
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S-1 & S-1
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2"
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T1A ISSUE
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FLANGED X FLANGED
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-
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N
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S-3
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2"
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TIB ISSUE
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FLANGED X FLANGED
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-
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N
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QUICK COUPLER (QC)
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QC-1
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3"
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SB1
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4"
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-
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N
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QC-2
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3"
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SB2
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4"
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-
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N
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SPILL BUCKETS (SB)
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SB-1
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6 GAL
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TANK 1A FILL
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MTPXFTP
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SEE NOTE 1
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N
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SB-1
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6 GAL
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TANK 1B FILL
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MTPXFTP
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SEE NOTE 1
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N
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PRESSURE TEST POINT (P)
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PT-1
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3/4"
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RETAIL DISPENSER
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THREAD-O-LET
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-
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N
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PT-2
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3/4"
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RETAIL DISPENSER
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THREAD-O-LET
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-
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N
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PT-3
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3/4"
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HOSE REEL
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THREAD-O-LET
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-
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N
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REDUCERS
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2X1.5
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2"X1.5"
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BV-1, BV-2,AND HOSE REEL
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WELDED
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-
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N
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MISCELLANEOUS COMPONENTS
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PADLOCKS
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-
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BALL VALVES AND FENCE GATES
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-
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7 PADLOCKS (SEE NOTE 2)
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N
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PUMP SCHEDULE
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NAME
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TYPE
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PRODUCT
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LOCATION
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MOTOR
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ELECTRICAL
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COMMENTS
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P1
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SUBMERSIBLE
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DIESEL
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T1A
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3/4
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230 VAC, 1-PH
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SEE NOTE 3
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P2
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SUBMERSIBLE
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DIESEL
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T1A
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3/4
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230 VAC, 1-PH
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SEE NOTE 3
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P3
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SUBMERSIBLE
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GASOLINE
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T1B
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3/4
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230 VAC, 1-PH
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SEE NOTE 3
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TANK SCHEDULE
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NAME
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CAPACITY (GALLONS)
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PRODUCT
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TYPE
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COMMENTS
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T1A
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4500
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GASOLINE
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T1A
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CITY
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T1B
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7500
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DIESEL
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T1B
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CITY
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SEE NOTE 4
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NOTES: 1.PROVIDE SPILL BUCKET, QUICK CONNECT PROVIDE SPILL BUCKET, QUICK CONNECT COUPLING AND INTEGRAL FILL LIMITER VALVE ON TANK FILL PORT. 2.PROVIDE LOCKABLE PADLOCKS AND TWO PROVIDE LOCKABLE PADLOCKS AND TWO SETS OF KEYS FOR ALL ENCLOSURES INCLUDING MAN GATES. 3.PROVIDE SUBMERSIBLE PUMPS WITH PROVIDE SUBMERSIBLE PUMPS WITH INTEGRAL ANTI SIPHONING FEATURE. 4.PROVIDE TANK FLOAT SWITCH SYSTEM PROVIDE TANK FLOAT SWITCH SYSTEM (LSHA, LSH & LSL). SEE ELECTRICAL FOR COMPONENT INFORMATION.
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 General Sheets.dwg
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REVISION
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DATE
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Sheet No.
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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COMPONENT SCHEDULES
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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1/29/2020
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%%UADD ALT 1 & 2 NOTES:
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1.THE EXISTING TANKS SHOWN SHALL REMAIN IN OPERATION THE EXISTING TANKS SHOWN SHALL REMAIN IN OPERATION UNTIL THE NEW TANK FARM IS FULLY OPERATIONAL. 2.SEE SPECIFICATIONS FOR MORE DETAILS REGARDING SEE SPECIFICATIONS FOR MORE DETAILS REGARDING DESCRIPTION OF WORK. 3.CONTRACTOR SHALL TAKE OWNERSHIP OF THE EXISTING CONTRACTOR SHALL TAKE OWNERSHIP OF THE EXISTING TANKS, UNUSABLE CONTENTS, AND ALL ATTACHED FUEL SYSTEM COMPONENTS, AND IS RESPONSIBLE FOR REMOVAL FROM THE COMMUNITY IAW THE PROJECT DOCUMENTS. 4.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TANK CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TANK OWNER PRIOR TO TANK REMOVAL.
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EXISTING 2000 GALLON TANK
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SCALE: NTS
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1
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Decommisioning.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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DECOMMISSIONING PLAN (ADD ALT 1 & 2)
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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EXISTING 10000 GALLON TANK
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SCALE: NTS
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2
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1/29/2020
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C1
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QC-2
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M
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PRV-4
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BV-3
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FC-8
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M-1
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DIESEL
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FC-7
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P
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PT-1
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2x1 "12"
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F
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F-1
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2X1 12
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FC-9
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FC-10
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2X1 12
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BV-2
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BV-1
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GASOLINE
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DIESEL
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P
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P
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PT-3
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PT-2
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CP-1
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P-1
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P-3
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P-2
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ASV-1
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ASV-3
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ASV-2
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PRV-1
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PRV-3
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FC-3
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FC-2
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FC-1
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TANK T1A 7,100-GAL DIESEL
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TANK T1B 4,500-GAL GASOLINE
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LSHA-2
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LSH-2
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LSL-2
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LSHA-1
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LSH-1
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LSL-1
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MV-1
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M
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MV-2
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M
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MV-3
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M
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FC-4
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FC-5
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FC-6
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PRV-2
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SB-1
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SB-2
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QC-1
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FLV-1
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FLV-2
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S-2
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S-1
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S-3
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NOTES: 1.SYSTEM REPRESENTATIONS ON THIS SYSTEM REPRESENTATIONS ON THIS SHEET ARE SCHEMATIC. SEE SITE PLAN AND TANK DETAILS FOR MORE SPECIFIC INFORMATION ON COMPONENT LOCATIONS. 2.NOT ALL TANK APPURTENANCES ARE NOT ALL TANK APPURTENANCES ARE SHOWN ON THIS SHEET. SEE TANK SHEETS & SHOP DRAWINGS FOR INSTALLATION DETAILS. 3.SEE SHEET G1 FOR SYMBOL LEGEND. SEE SHEET G1 FOR SYMBOL LEGEND. 4.ABOVEGRADE PIPING IS TIMBER AND ABOVEGRADE PIPING IS TIMBER AND TANK SUPPORTED. 5.SEE ELECTRICAL FOR CONTROL PANEL SEE ELECTRICAL FOR CONTROL PANEL DETAILS & OPERATIONS. 6.SEE ELECTRICAL FOR FLOAT SWITCH SEE ELECTRICAL FOR FLOAT SWITCH INFORMATION (LSHA,LSH,LSL)
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2" SCH 80
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SECONDARY CONTAINMENT/ FENCED AREA
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RETAIL DISPENSER ENCLOSURE
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HOSE REEL ENCLOSURE
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TANK FARM OPERATIONAL NARRATIVE FILLING TANK T1A AND T1B FROM FUEL TRUCK TANK T1 IS FILLED VIA BARGE TRANSPORTED FUEL TRUCK: 1.BEFORE BEGINNING THE FILL PROCESS THE OPERATOR SHALL BEFORE BEGINNING THE FILL PROCESS THE OPERATOR SHALL CONFIRM SUBMERSIBLE PUMPS ARE OFF AND MOTORIZED VALVES ARE CLOSED. 2.CONNECT THE TRUCK GROUNDING SYSTEM AND ATTACH TRUCK CONNECT THE TRUCK GROUNDING SYSTEM AND ATTACH TRUCK SUPPLIED FUEL TRANSFER HOSE TO CAMLOK LOCATED INSIDE TANK MOUNTED SPILL BUCKET. 3.BULK TANK T1A & T1B SHOULD BE FILLED ONE AT A TIME. BULK TANK T1A & T1B SHOULD BE FILLED ONE AT A TIME. 4.LINE PRESSURE WILL BE SUPPLIED BY THE FUEL TRUCK PUMPING LINE PRESSURE WILL BE SUPPLIED BY THE FUEL TRUCK PUMPING SYSTEM. 5.THE TANK FARM OPERATOR WILL MONITOR THE FILLING PROCESS THE TANK FARM OPERATOR WILL MONITOR THE FILLING PROCESS VIA CLOCK GAUGES AND GAUGING ROD AT EACH TANK. 6.AT THE CONCLUSION OF FILLING, STOP PUMP, DISCONNECT FILL AT THE CONCLUSION OF FILLING, STOP PUMP, DISCONNECT FILL HOSE AND SECURE CAMLOK CAP AND SPILL BUCKET COVER.
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BULK TRANSFER/HOSE REEL OPERATION HOSE REEL HR-1 IS INTENDED TO FACILITATE THE FILLING OF NVT VEHICLES/HEAVY EQUIPMENT & BULK TRANSFERS. PRIOR TO FILLING, TURN OFF ENGINE, CHOCK WHEELS AND CONNECT STATIC GROUNDING CABLE. OPEN ISOLATION VALVE, INPUT DESIRED FUEL VOLUME INTO PRE-SET METER, SET SPRING LOADED MECHANICAL VALVE AND DEPRESS PUMP START BUTTON TO PRESSURIZE HOSE. UNWIND HOSE, PLACE NOZZLE IN APPROVED FUEL CONTAINER AND DEPRESS TRIGGER TO INITIATE FLOW. PROVIDE CONTINUOUS MONITORING DURING FUELING PROCESS. FLOW WILL AUTOMATICALLY STOP AT PRE-SET VOLUME, BUT PUMP WILL CONTINUE TO RUN. WHEN FUELING IS COMPLETE, DEPRESS PUMP STOP BUTTON, WIND HOSE ONTO REEL, HANG UP NOZZLE, AND NOTE VOLUME OF FUEL DISPENSED.
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RETAIL SALES DISPENSER OPERATION RETAIL FUEL CREDIT/DEBIT CARD SALES TRANSACTIONS WILL BE CONDUCTED VIA ELECTRONIC CARD READER LOCATED AT THE RETAIL DISPENSER. THE ELECTRONIC POINT OF SALE SYSTEM WILL BE LOCATED AT THE OLD CLINIC BUILDING (NEW OFFICE). CASH SALES WILL REQUIRE AN ATTENDANT AND WILL BE INITIATED FROM THE POS SYSTEM.
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TANK FARM OPERATIONS SCHEMATIC
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NTS
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1
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3" SCH 80
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SPILL RESPONSE CONEX
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CONTROL PANEL (SEE ELECTRICAL)
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2" SCH 80
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Schematic.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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OPERATING SCHEMATIC
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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INSTALL STRAINERS INSIDE CONTAINMENT AREA IN A SERVICEABLE LOCATION
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SEC. 32
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SEC. 5
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ST. NICHOLAS
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STREET
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SILKSTOCKING DRIVE (Hillside Drive)
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SCHOOL ACCESS ROAD
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HEART ATTACK HILL
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(Old Village Road)
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(Skiff Lane)
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(Copper Mountain Street)
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MV
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MV
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MV
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COMMUNITY BUILDING
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POWER PLANT
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TATITLEK NARROWS
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VICINITY MAP
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GRAPHIC SCALE
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1
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PROPOSED TANK FARM AND DISPENSING FACILITY
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ADOT&PF STATE FERRY DOCK (BEYOND)
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PROJECT LEASE BOUNDARY
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EXISTING TANKS TO BE DECOMMISSIONED (ADD ALT 1 & 2)
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TO AIRPORT & LANDFILL
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0
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100'
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200'
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100'
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1
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C3
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1
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G6
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J:\JobsData\30413.00 Tatitlek BFU CA\00 CADD\01 Working Set\01 Civil\30413.00 Vicinity Map.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
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VICINITY MAP
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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OLD VILLAGE OFFICE
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NEW OFFICE (LOCATION OF POS SYSTEM)
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1
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E4
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EXISTING ELECTRICAL SERVICE
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C6
C3
1
C6
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MV
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MV
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MV
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ACCESS DRIVE
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T1A
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ACCESS DRIVE
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18" CMP
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T1B
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PROJECT LEASE BOUNDARY
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TATITLEK DOCK ACCESS ROAD
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6' SECURITY FENCE
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100' MHW CONSTRUCTION SETBACK
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TANK FARM SITE PLAN
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GRAPHIC SCALE
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1
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SPILL RESPONSE CONNEX
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DUAL PRODUCT RETAIL DISPENSER AND HOSE REEL ENCLOSURE
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1
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C11
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DUAL PRODUCT PROTECTED DISPENSING TANK
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1
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C9
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CONCRETE CONTAINMENT DIKE
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1
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C7
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3' MAN GATE (TYP)
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2
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C14
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APPROX LOCATION OF EXISTING CULVERT
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0
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10'
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20'
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10'
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Site Plan.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
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TANK FARM SITE PLAN
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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APPROX LOCATION OF EXISTING BURIED POWER SERVICE (SEE ELECTRICAL)
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EXISTING ELECTRIC METER (SEE ELECTRICAL)
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BURIED POWER TO DOCK
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MATCH EXISTING ROAD SHOULDER
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18" CMP
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ARMOR ROCK DRAINAGE DITCH, TYP
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MATCH EXISTING ROAD SHOULDER
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APPROX 100' OFFSET FROM MHW. NO MATERIAL STOCK PILING, EQUIPMENT STORAGE OR OTHER CONSTRUCTION ACTIVITIES ARE PERMITTED WEST OF THIS LINE
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APPROX LOCATION OF EXISTING 24" CMP
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TANK FARM GRADING PLAN
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GRAPHIC SCALE
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1
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SEASONAL DRAINAGE
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TATITLEK DOCK ACCESS ROAD
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T0E OF 1.5:1 FILL SLOPE
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T0E OF 2:1 FILL SLOPE
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T0E OF 2:1 FILL SLOPE
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EXCAVATE AND GRADE DITCH AS REQUIRED TO DRAIN AND PROVIDE 1' OF COVER OVER CULVERT
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NOTES: 1.SEE SHEET C6 FOR PAD SECTIONS. SEE SHEET C6 FOR PAD SECTIONS. C6 FOR PAD SECTIONS. FOR PAD SECTIONS. 2.SEE SHEET C6 FOR PAD CONSTRUCTION SEE SHEET C6 FOR PAD CONSTRUCTION C6 FOR PAD CONSTRUCTION FOR PAD CONSTRUCTION SEQUENCE.
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TRANSITION FROM 1.5:1 TO 2:1 FILL SLOPE
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TRANSITION FROM 1.5:1 TO 2:1 FILL SLOPE
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CONCRETE DIKE WALL
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FG CONTOUR: 1.0' INTERVAL EG CONTOUR: 2.0' INTERVAL
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X
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X
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GROUND CONTOUR LEGEND
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0
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10'
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20'
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10'
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Grading And Piping Plan.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
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GRADING PLAN
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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-
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-
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MV
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MV
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MV
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NOTES: 1.SYSTEM REPRESENTATIONS ON THIS SHEET ARE SYSTEM REPRESENTATIONS ON THIS SHEET ARE SCHEMATIC. SEE OPERATING SCHEMATIC AND TANK DETAILS FOR MORE SPECIFIC INFORMATION ON COMPONENT LOCATIONS. 2.NOT ALL TANK APPURTENANCES (VENTS, ETC.) ARE SHOWN NOT ALL TANK APPURTENANCES (VENTS, ETC.) ARE SHOWN ON THIS SHEET. SEE SPECIFICATIONS AND TANK SHEETS FOR INSTALLATION DETAILS. 3.SEE SPECIFICATIONS FOR PIPING AND FITTING MATERIAL SEE SPECIFICATIONS FOR PIPING AND FITTING MATERIAL REQUIREMENTS. 4.SEE SHEET G2 FOR SYMBOL LEGEND.SEE SHEET G2 FOR SYMBOL LEGEND.G2 FOR SYMBOL LEGEND. FOR SYMBOL LEGEND.
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CONCRETE DIKE WALL
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TANK FARM PIPING PLAN
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GRAPHIC SCALE
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1
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DIESEL HOSE REEL & DUAL PRODUCT RETAIL DISPENSER
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1
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C11
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1
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C12
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DUAL PRODUCT PROTECTED DISPENSING TANK
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1
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C9
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DIKE SUMP & DRAIN
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4
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C13
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T1A GASOLINE
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T1B DIESEL
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SPILL RESPONSE CONNEX
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0
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5'
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10'
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5'
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Grading And Piping Plan.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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PIPING PLAN
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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2" SCH 80 PIPE (TYP)
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1
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C13
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BURIED 18" DRAINAGE CULVERT
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LIGHTING (SEE ELECTRICAL)
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DAYLIGHT 4" PERF FNDN DRAIN
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1&2
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C6
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℄
·
·
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TANK FARM SECTION
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SCALE: GRAPHIC
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2
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11,600 GALLON TANK
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1
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C9
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TOP OF PAD
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1.5
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1
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EXISTING GRADE
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CONCRETE PERIMETER WALL ELEV=46.7'
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1
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C7
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GEOTEXTILE/ EXCAVATION LIMITS
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4" PERF DRAIN PIPE w/SOCK TO DAYLIGHT (TYP)
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SECONDARY CONTAINMENT LINER
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1
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C7
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0
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4'
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8'
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4'
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PAD SECTION
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SCALE: GRAPHIC
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1
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SPILL RESPONSE CONNEX
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2
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1
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2
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1
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EXISTING GRADE
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CONCRETE CONTAINMENT WALL
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1
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C7
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GEOTEXTILE/ EXCAVATION LIMITS
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4" PERF DRAIN PIPE w/SOCK TO DAYLIGHT (TYP)
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T1A
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T1B
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0
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5'
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10'
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5'
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SECONDARY CONTAINMENT LINER
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1
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C7
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DISPENSER AND HOSE REEL ENCLOSURE (SKEWED VIEW)
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1
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C11
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11,600 GALLON TANK
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1
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C9
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TANK MOUNTED LIGHT POLE (SEE ELECTRICAL)
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11,600 GALLON TANK
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1
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C9
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SECURITY FENCE
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1
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C14
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SECURITY FENCE
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1
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C14
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Typical Sections.dwg
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REVISION
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NO.
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Designed
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Date
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DATE
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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TANK FARM PAD SECTIONS
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NCP
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NCP
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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DIKE STAIRS (NOT SHOWN FOR CLARITY)
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3
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C7
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MOUND GRAVEL IN-FRONT OF STAIR ENTRANCE TO ACCOMMODATE ACCESS
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SPILL RESPONSE CONNEX FOUNDATION (SEE NOTES)
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ROAD
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BURIED WATER LINE (SEE NOTES)
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NOTES: 1.CLEAR & GRUB PROJECT SITE TO THE CLEAR & GRUB PROJECT SITE TO THE EXTENT REQUIRED FOR EXCAVATION. PROJECT EXCAVATION LIMITS ARE GENERALLY DEFINED AS FOLLOWS: REMOVE & DISPOSE OF ALL ORGANIC & VEGETATIVE MATER TO EXPOSE IN-SITU MINERAL SOILS (AVERAGE DEPTH IN TEST HOLES WAS 5'). WASTE MATERIAL WAS OBSERVED AS LOOSE, DARK BROWN, SATURATED ORGANIC PEAT. EXCAVATION LIMIT IS AT IN-SITU MINERAL SILTS AS DEFINED BY ENGINEER (APPROX. DEPTH 5'). 2.IN-SITU MINERAL SILTS ARE KNOWN TO BE IN-SITU MINERAL SILTS ARE KNOWN TO BE MOISTURE SENSITIVE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT PRECIPITATION/RUNOFF FROM CONTACTING MOISTURE SENSITIVE MATERIALS. MATERIAL THAT BECOMES UNWORKABLE DUE TO EXPOSURE TO INCLEMENT WEATHER OR RUNOFF SHALL BE REMOVED AND REPLACED WITH CLASSIFIED FILL AT NO COST TO THE OWNER. 3.EXCAVATION WALLS SHALL BE SLOPED EXCAVATION WALLS SHALL BE SLOPED AND/OR BENCHED AS NECESSARY IN ORDER TO ALLOW FOR SAFE AND EFFICIENT BACKFILL PLACEMENT AND COMPACTION. 4.CONTRACTOR SHALL LOCATE ALL BURIED CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES WITHIN PROJECT AREA PRIOR TO CONSTRUCTION. 5.CONTRACTOR SHALL COORDINATE ANY AND CONTRACTOR SHALL COORDINATE ANY AND ALL EXISTING UTILITIY WORK, OR CONFLICTS, WITH THE NVT. 6.CONTRACTOR TO PROVIDE TIMBER CONNEX CONTRACTOR TO PROVIDE TIMBER CONNEX FOUNDATION: (12) 6X6X10 TREATED TIMBERS.
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2% MAX
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IMPORTANT NOTE: THE 24" FOOTING LEG FACES AWAY FROM THE CONTAINMENT AREA ON THE NORTH, EAST AND SOUTH AND TOWARD THE CONTAINMENT AREA ON THE WEST.
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#4 TRANSVERSE @ 12" O.C.
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3 EA. #4's CONTINUOUS
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#4 CONTINUOUS @ 12" O.C.
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FASTEN SHEET METAL COVERS TO 2x6 WITH RING SHANK GALVANIZED ROOFING NAILS, TYP
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TYPE 1 SHEET METAL COVER OVER LINER
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WRAP LINER & GEOTEXTILE OVER & AROUND TREATED 2x6, ATTACH TO DIKE WALL WITH RAMSET CONCRETE DRIVE PINS AT 1' O.C.
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TOP OF FOOTING/LINER
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DIKE MEMBRANE LINER WITH NON-WOVEN GEOTEXTILE
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DIKE MEMBRANE LINER WITH 2 LAYERS NON-WOVEN GEOTEXTILE ABOVE & 1 LAYER BELOW. NOTE THAT SECOND LAYER DOES NOT EXTEND UP WALL
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PROVIDE 3" MIN. SLACK IN LINER AT CORNER TO ALLOW FOR MOVEMENT
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TOP TRIM PIECE
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#4 EL @ 12" O.C.
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#5 TRANSVERSE @ 12" O.C.
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3 EA. #4's CONTINUOUS
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SEE FENCE DETAILS
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CONTINUOUS FOOTING
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SECONDARY CONTAINMENT DIKE WALL, TYP
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CONSTRUCTION JOINT AT 25'-0" MAX
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#4 BAR, SMOOTH
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GREASE THIS SIDE OF SMOOTH BAR, TYP
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TYPICAL HORIZONTAL REINFORCEMENT
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EXTERIOR DIKE WALL
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C10x15.3
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1'X4'X8"TH CONCRETE SLEEPER
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1.5'X5'X1'TH CONCRETE SLEEPER (TYP 2)
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C10x15.3
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INTERIOR DIKE WALL
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1.5'X5'X1'TH CONCRETE SLEEPER (TYP 3)
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C10x15.3 STRINGER (TYP, SEE NOTES)
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2"x11 3/4" 12 GA GRIP-STRUT TREADS
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1 1/2" HANDRAIL
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8"X8"X " PLATE W/ 14" PLATE W/ 4EA " X 6" SS 12" X 6" SSEXPANSION ANCHORS (TYP)
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TS 3x3x1/4" (TYP OF 4)
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#4 BARS @ 12" O.C EACH WAY
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1'X4'X8"TH CONCRETE SLEEPER (TYP 3)
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BOLT ON STAIR SET
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2"X11 "X12 GALV 34"X12 GALV GRIP STRUT
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TYPICAL CONCRETE PERIMETER DIKE WALL SECTION
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NTS
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1
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TYPICAL DIKE WALL CONSTRUCTION JOINT
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NTS
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2
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DIKE STAIR DETAIL
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NTS
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3
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NOTES 1.ALL CONNECTIONS SHALL BE WELDED IAW THE ALL CONNECTIONS SHALL BE WELDED IAW THE SPECIFICATIONS. 2.ALL STEEL SHALL BE PAINTED IAW ALL STEEL SHALL BE PAINTED IAW SPECIFICATIONS. 3.DIKE STAIRS ARE DIAGRAMMATIC. CONTRACTOR DIKE STAIRS ARE DIAGRAMMATIC. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER AND RECEIVE ENGINEER APPROVAL PRIOR TO FABRICATION OF DIKE STAIRS. 4.DIKE STAIRS ARE TO BE OSHA COMPLIANT.DIKE STAIRS ARE TO BE OSHA COMPLIANT.
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 11600 Tank.dwg
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REVISION
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NO.
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Designed
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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CONTAINMENT DIKE DETAIL
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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A - SECTION VIEW
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PLAN VIEW
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CONCRETE CONTAINMENT DIKE
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CORNER COVER AT PERIMETER DIKE INTERIOR CORNERS, TYP (4 CORNER COVERS)
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10' LONG TYPE 1 LINER COVER OVER INTERIOR OF DIKE UNLESS INDICATED OTHERWISE, OVERLAP AS REQUIRED
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CONCRETE FOOTING (TYP)
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CONCRETE FOOTING (TYP)
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PERIMETER DIKE INTERIOR EDGE
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TYPICAL TOP TRIM PIECE SECTION
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PLAN VIEW
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TYPICAL PERIMETER DIKE LINER COVER SECTION
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ISOMETRIC
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LAYOUT
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16 GA GALV SHEET METAL
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1/2" HEM TOP SIDE (TYP)
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CONTINUOUS WELD
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16 GA GALV SHEET METAL
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CORNER TOP PLATE
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1/2" HEM
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1/2" HEM
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10'-0"
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LINER COVER SECTION
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DIKE FACING SECTION
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LINER COVER ISOMETRIC
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1/2" HEM TOP SIDE
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16 GA GALV SHEET METAL
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1/2" HEM
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16 GA GALV SHEET METAL
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1/2" HEM SAME SIDE (TYP)
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CONCRETE CONTAINMENT & DIKE MEMBRANE LINER SHEET METAL COVER PLAN
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NTS
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1
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TYPE 1 LINER COVER
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NTS
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2
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CORNER COVER
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NTS
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3
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TOP TRIM PIECE
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NTS
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4
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(SIM,SEE NOTE 4.)
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CONTAINMENT NOTES: 1.DIKE MEMBRANE LINER SHALL BE WATER TIGHT TO DIKE MEMBRANE LINER SHALL BE WATER TIGHT TO THE TOP OF CONCRETE DRIVE-IN CURB. 2.FIELD WELDING OF THE MEMBRANE LINER SHALL BE FIELD WELDING OF THE MEMBRANE LINER SHALL BE PERFORMED BY MANUFACTURERS CERTIFIED TECHNICIAN. 3.ABOVE GRADE PORTIONS OF THE MEMBRANE LINER ABOVE GRADE PORTIONS OF THE MEMBRANE LINER SHALL BE COMPLETELY ENCAPSULATED BY BY THE SHEET METAL LINER COVER. 4.CONTAINMENT WALL IS OFFSET ON FOOTING. CONTAINMENT WALL IS OFFSET ON FOOTING. FOOTING HEAL AND TOE WIDTHS VARY AS SHOWN.
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SECTION AT CORNER
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SHEET METAL COVER PLAN
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NTS
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5
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 11600 Tank.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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CONTAINMENT DIKE DETAILS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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W8X35
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NOTE: 1.TAKE STEPS TO PROTECT LINER WHILE TAKE STEPS TO PROTECT LINER WHILE FORMING & POURING FOOTING. USE SNAP TIES OR ALL THREAD TO HOLD FORM BOARDS. DO DO NOT USE STAKES FOR SETTING FORMS.
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TANK SKID
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58"x8" HDG STEEL THREADED STUD - DRILL CONCRETE & SET STUD, IN EXPOXY, 3 PER SKID
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CHAMFER TOP CORNERS ALL AROUND
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DIKE MEMBRANE LINER
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#4 REBAR CONTINUOUS, SET 3" ABOVE BOTTOM, TYP (3)
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#4 REBAR @ 12" OC
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GENERAL NOTES: 1.PROTECTED 11,600 GALLON NOMINAL PROTECTED 11,600 GALLON NOMINAL CAPACITY DUAL PRODUCT TANK AND CATWALK IS OWNER PROVIDED. SHOP SHOP DRAWINGS AVAILABLE UPON REQUEST. ALL OTHER APPURTENANCES ARE CONTRACTOR PROVIDED. 2.ALL THREADED PENETRATIONS FNPT. ALL THREADED PENETRATIONS FNPT. 3.ALL REQUIRED PENETRATIONS, STANDOFFS, ALL REQUIRED PENETRATIONS, STANDOFFS, PIPE SUPPORTS ETC., SHALL BE BOLT ON OR FACTORY INSTALLED. FIELD WELDING ON FIELD WELDING ON TANKS IS PROHIBITED. 4.SEE G SHEETS AND OPERATING SCHEMATIC SEE G SHEETS AND OPERATING SCHEMATIC FOR COMPONENT SCHEDULES. 5.SEE TECHNICAL SPECIFICATIONS AND TANK SEE TECHNICAL SPECIFICATIONS AND TANK SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 6.TANK BOTTOM SHALL BE 12" (MAX) ABOVE TANK BOTTOM SHALL BE 12" (MAX) ABOVE GRADE. INFILL BETWEEN SKIDS AS REQUIRED.
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SPECIFIC TANK NOTES: 4" THREADED FILL, WITH FILL LIMITER VALVE AND 6 GALLON SPILL BASIN 2" THREADED WATER DRAW 3" FLANGED FLOATS 2" THREADED CLOCK GAUGE 2" PRESSURE VACUUM VENT WITH WHISTLE ALARM. VENT MUST BE 12' ABOVE FINISHED GRADE. FEED CABLE THROUGH PIPE PRIOR TO CONNECTING TO TANK. SET WHISTLE TO ALARM AT 90% FULL. 2" THREADED GAUGE HATCH 2" THREADED GAUGE HATCH 6" FLANGED E VENT 8" FLANGED EVENT SUBMERSIBLE PUMP 8" FLANGED SECONDARY E VENT 4" OUTER TANK HEAD (PLUGGED) 4" OUTER TANK HEAD (PLUGGED) 24" MANHOLE TANK MOUNT LIGHT POLE BASE (TYP 2) 2" MOTORIZED BALL VALVE 1" PRV 2" STRAINER
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1
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2
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3
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4
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5
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6
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11,600 GALLON DUAL PRODUCT DISPENSING TANK SECTION VIEW
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SCALE: NTS
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2
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11,600 GALLON DUAL PRODUCT DISPENSING TANK ELEVATION VIEW
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SCALE: NTS
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3
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11,600 GALLON DUAL PRODUCT DISPENSING TANK PLAN VIEW
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SCALE: NTS
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1
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7
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8
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9
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10
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11
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WATER DRAW
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12
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13
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FILL
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FLOATS
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CLOCK GAUGE
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14
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15
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16
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FILL
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GAUGE
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VENT
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E VENT
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E VENT
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PUMP
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SEC E VENT
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CLOCK GAUGE
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GAUGE
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VENT
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FLOATS
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PUMP
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PUMP
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T1A GASOLINE
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T1B DIESEL
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T1B DIESEL
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T1A GASOLINE
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TYPICAL HORIZONTAL TANK FOOTING
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NTS
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4
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17
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2
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C10
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1
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C10
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3
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C10
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18
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18
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18
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WATER DRAW
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1
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5
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7
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8
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10
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12
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13
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14
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2
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3
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4
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5
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6
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11
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14
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1
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10
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10
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2
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3
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4
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14
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18
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9
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15
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15
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16
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16
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16
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17
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17
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17
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10
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10
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10
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5
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5
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4
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4
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9
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7
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8
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14
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2
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3
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6
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2
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3
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1
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12
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FULL-HEIGHT INTERIOR BAFFLE WALL
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LIFTING LUG (TYP OF 2)
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BOLT ON PIPE SUPPORT, (OWNER PROVIDED ,TYP OF 6)
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UNI-STRUT
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PIPE SUPPORT STAND-OFF (TYP 4)
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LADDER AND CATWALK (OWNER PROVIDED, CONTRACTOR INSTALLED)
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FILL DROP TUBE (TYP 2)
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FILL LIMITER VALVE (TYP2)
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11
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1
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TO RETAIL DISPENSER
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TO FLEET DISPENSER
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TO RETAIL DISPENSER
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4
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-
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4" FILL PORT INSIDE 6 GALLON SPILL BUCKET (TYP2)
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 11600 Tank.dwg
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REVISION
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NO.
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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11,600 GALLON PROTECTED TANK DETAILS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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13
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13
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SUBMERSIBLE PUMP
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4" PIPE NIPPLE LENGTH AS REQUIRED
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2" 2000# STREET ELBOW
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2" x12" SS FLEX FITTING(FLOATING FLANGE X MPT)
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2" ANTI-SIPHON VALVE
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2"X18" LONG NIPPLE AND COUPLING
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CLOCK GAUGE-SET GREEN ARROW AT 50% LEVEL AND RED ARROW AT 90% LEVEL
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3" SCH 40 STEEL PIPE, CENTER UNDER PENETRATION & INSTALL PLUMB - WELD TO TANK SHELL TOP ONLY
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CLOCK GAUGE FLOAT
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SLIP JOINT FOR EXPANSION
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4" SCH 40 STEEL PIPE, CENTER UNDER BUNG - WELD TO TANK SHELL BOTTOM ONLY, CUT SLOTS AS SHOWN
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BOTTOM OF TANK
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1/2" WIDE x 6" LONG SLOTS ONE SIDE - FACE SLOTS AWAY FROM TANK HEAD (TYP 2)
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TOP OF TANK
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2" THREADED PENETRATION FOR GAUGE
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NOTE: INTERNAL TANK STILLING WELL COMPONENTS ARE INCLUDED WITH OWNER PROVIDED TANKS. CLOCK GAUGE AND NIPPLE ARE NOT OWNER PROVIDED.
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4"
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1" MALE CAMLOCK W/ CAP
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INSERT 1" SCH 80 PIPE THROUGH FEMALE THREADS OF BUSHING AND FILLET WELD PIPE TO BUSHING
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1/4
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2"x1 " FORGED STEEL 14" FORGED STEEL THREADED BUSHING (SIZE AS REQD @ SIM)
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EXTEND 1" PIPE TO WITHIN 1" OF TANK BOTTOM
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2" PENETRATION (FIELD VERIFY SIZE @ SIM)
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NOTE: WATER DRAW ASSEMBLY COMPONENTS WILL BE OWNER PROVIDED WITH THE EXCEPTION OF THE CAMLOCK FITTING AND CAP.
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GENERAL NOTES: 1.SEE SPECIFICATIONS FOR DETAILED SEE SPECIFICATIONS FOR DETAILED COMPONENT DESIGNATIONS. 2.PROVIDE UL APPROVED GROUNDING LUG ON PROVIDE UL APPROVED GROUNDING LUG ON TANK SKIDS (TYP 2, ON OPPOSITE CORNERS)
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SUBMERSIBLE PUMP ASSEMBLY
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NTS
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1
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GAUGE FLOAT STILLING WELL
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NTS
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2
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TYP WATER DRAW
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NTS
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3
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Details-Tank.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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MISCELLANEOUS TANK DETAILS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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1/29/2020
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Andr
ew M
. Hor
azdo
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CE
-140
54
C11C11
C121
-7
-4
-5
-3
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3/16"
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L
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L
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3/16"
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3/16"
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P 1/4"x8"
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#5 REBAR
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CONCRETE SLAB
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P 1/4"x10"
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#5 REBAR
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CONCRETE SLAB
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L 4x4x3/8"
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WELDED WIRE FABRIC, TACK WELD TO ANGLES AND PLATE
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CONCRETE SLAB END PLATE
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WELD ANGLE TO SLAB END PLATE
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2x2xW8 SS WWF
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WELD ON HINGE WITH 3/8" PIN AND ZERKFITTING (TYP OF 3 PER DOOR)
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ENCLOSURE LOCK
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DOOR FRAME L 2x2x1/4" (TYP)
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2x2xW8 STAINLESS STEEL WELDED WIRE FABRIC ON THREE SIDES AND DOORS. WELD TO INSIDE OF ANGLE.
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L 3x3x1/4" (TYP OF 4)
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TS 2x2x1/4" (TYP OF 4)
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DISPENSER BASE
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EDGE OF ROOF PLATE
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FIRE EXTINGUISHER
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(TYP 3 SIDES)
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L
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P 1/4"x30"X36" (TYP OF 2) CENTERED ON TS, NOTCH ENDS AS REQUIRED FOR PIPING
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CONCRETE SLAB
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HOSE REEL DISPENSER
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RETAIL DISPENSER
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CORNER DETAIL AT SLAB (TYP)
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FIRE EXTINGUISHER
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4
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C12
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6
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-
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CARD READER MASTER UNIT
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2
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-
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L 3x3x1/4"
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1/4"
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ENCLOSURE LOCK
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TOP OF SLAB
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8" THICK CONCRETE SLAB
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#5 BARS AT 12" OC EACH WAY WELDED TO PLATES
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L 3x3x1/4"
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1/4"
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TYP
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12
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1
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L 4x4x3/8"
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L 4x4x3/8"
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1/4"
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CORNER TO PLATE (TYP ALL CORNERS)
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DRIP EDGE ALL 4 SIDES
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L 3x3x1/4"
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P 1/4"x30"x36"
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L
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TS 2x2x1/4"
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FLEET DISPENSING COMPONENTS NOT SHOWN
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TYPE B-36 18 GA GALV STEEL CORRUGATED ROOF
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L 2x2x1/4"
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2x2xW8 SS WIRE FABRIC WELDED TO INSIDE OF L 2x2
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DOOR STOP PL 6x3x1/4", TOP AND BOTTOM ON ALL DOORS
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1/8"
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ENCLOSURE LOCK
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HEAVY DUTY HINGES, (TYP OF 3 PER DOOR)
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P 1/4"x8"
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TOP OF CONC
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NOTE: COAT ALL STEEL IN ACCORDANCE WITH THE SPECIFICATIONS.
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DISPENSER ENCLOSURE PLAN
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NOT TO SCALE
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1
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DOOR FRAME
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NOT TO SCALE
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2
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DISPENSER ENCLOSURE SECTION
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NOT TO SCALE
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3
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DISPENSER ENCLOSURE FRONT ELEVATION
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NOT TO SCALE
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7
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CONCRETE SLAB ENDS
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NOT TO SCALE
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4
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CONCRETE SLAB FRONT
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NOT TO SCALE
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5
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CORNER DETAIL AT SLAB
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NOT TO SCALE
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6
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ATTACH IAW MANUFACTURER'S RECOMMENDATIONS (MINIMUM 8" OC)
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3
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C12
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J:\JobsData\30413.00 Tatitlek BFU CA\00 CADD\01 Working Set\01 Civil\30413.00 Details-Despenser.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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DISPENSER AND HOSE REEL ENCLOSURE
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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J:\JobsData\30413.00 Tatitlek BFU CA\00 CADD\01 Working Set\01 Civil\30413.00 Details-Despenser.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
AutoCAD SHX Text
1/27/20
AutoCAD SHX Text
TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
AutoCAD SHX Text
DISPENSER AND HOSE REEL ENCLOSURE
AutoCAD SHX Text
NCP
AutoCAD SHX Text
KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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SIGNAGE
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1
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G3
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2
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5
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6
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4
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7
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1
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8
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13
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1/29/2020
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Andr
ew M
. Hor
azdo
vsky
CE
-140
54
C12
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ISOMETRIC VIEW
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B
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B
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A
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A
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SECTION B-B
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2"%%c
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L
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-
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4
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A
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-
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1/4" PL, 59.5" x 14" (TYP EA SIDE)
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14" x 59.5" x 1/4"
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SIDE PLATE (TYP OF 2)
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L
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1/4"
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BREAKAWAY COUPLING AND FLOW CONTROL VALVE
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HOSE SWIVEL
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DISPENSER NOZZLE
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OVERHEAD HOSE RETRACTOR
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DUAL PRODUCT DISPENSER
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DISPENSER HOSE
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1 1/2" 3000# FORGED UNION
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1 1/2" SCH80 NIPPLE
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1/2" EPOXY ANCHOR BOLTS (TYP)
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1 1/2" THREADED FORGED ELBOW
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1 1/2" x18" FLEX FITTING(MPT x FLOATING FLANGE)
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1 1/2" BALL VALVE
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1 1/2" SCH 80 NIPPLE
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1 1/2" SHEAR VALVE
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2"x1 1/2" CONCENTRIC REDUCER
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DISPENSER BASE ASSEMBLY
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UNISTRUT PIPE SUPPORT WITH CLAMP
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CONCRETE SLAB
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SECOND DOOR OR FIXED ANGLE
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DOOR
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1/4" P
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L
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HSS 6"x6"x1/4" 6" LONG
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DOOR
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SECOND DOOR OR FIXED ANGLE
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1/4" P CONTINUOUSLY WELDED TO TUBE STEEL
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6"x6"x1/4" TUBE STEEL
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1-1/4"x3/8" THICK FLAT BAR DRILLED FOR PADLOCK. PROVIDE INDUSTRIAL GRADE CORROSION RESISTANT PADLOCK
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OPEN ON BOTTOM
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L3x3x1/4
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1/4" PL, 59.5" x 14" (TYP EA SIDE)
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14" x 30" x 1/4" REMOVABLE REAR PLATE
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1-5/8"x1-5/6"x12 GAUGE STRUT
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1/4" PL, 24"x53.5"
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PIPING AND CONDUIT PENETRATIONS (TYP)
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30" x 14" x 1/4" REMOVABLE END PLATE
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MOUNT BASE TO SLAB WITH 3/8" x 1" EXPANSION ANCHORS (TYP OF 4 PER SIDE), CAULK PENETRATIONS LIQUID TIGHT
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L3x3x1/4" (TYP 4 SIDES)
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1-5/8"x1-5/6"x12 GAUGE STRUT
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43.5" x 30" x 1/4" REMOVABLE TOP PLATE
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L3x3x1/4 (TYP)
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L3x3x1/4 CROSS MEMBER, COPE ENDS INTO TOP FRAME
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14" x 30" x 1/4" REMOVABLE FRONT COVER PLATE, ATTACH WITH 6 EA 3/8" x 1" SELF-TAPPING SCREWS
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BOTTOM PLATE
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L3x3x1/4 FRAME AROUND TOP THREE SIDES, AND BOTTOM FOUR SIDES
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L3x3x1/4 CROSS MEMBER, COPE ENDS INTO TOP FRAME
AutoCAD SHX Text
COVER PLATE MOUNTING HOLES (TYP OF 8)
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14" x 30" x 1/4" REMOVABLE REAR COVER PLATE, ATTACH WITH 4 EA 3/8" x 1" SELF-TAPPING SCREWS
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CUT HOLES IN END PLATE AS REQUIRED FOR PIPING AND CONDUIT PENETRATIONS. SEAL WITH ENVIROFLEX PENETRATION BOOTS.
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1 1/2"x18" SS FLEX FITTING (MPT x FLOATING FLANGE)
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P 1/8" COVER
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1 1/2" BALL VALVE
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DISPENSER BASE ASSEMBLY
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2"x1 1/2" REDUCER
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UNISTRUT PIPE SUPPORT WITH CLAMP
AutoCAD SHX Text
2" GASOLINE ANDDIESEL LINES FROM DISPENSING TANK
AutoCAD SHX Text
SECTION A-A
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43.5" x 30" x 1/4" REMOVABLE TOP PLATE
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DISPENSER PIPING
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DISPENSER BASE, ATTACH TO SLAB WITH SS EXPANSION ANCHOR BOLTS AS SHOWN. BOLT DISPENSER TO BASE IAW MANUFACTURER'S INSTRUCTIONS
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METER
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HOSE REEL
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TS 2x2x1/4" (TYP)
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L 3x3x1/4" (TYP)
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P 1/4" (TYP)
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L
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LISTED DUAL PRODUCT DISPENSER WITH VOLUME AND PRICE READOUTS, ARCTIC GRADE FUEL RATED HOSES, SAFETY BREAKS, & LISTED AUTOMATIC SHUTOFF NOZZLES, (SEE SPECIFICATIONS)
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DIESEL
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GAS
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PROVIDE 1" HIGH LETTERING TO IDENTIFY PRODUCTS
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2" x 8" LONGSCH 40 PIPE WITH CAP, WELD TO SHELF
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STATIC GROUNDING REEL. BOND TO GROUND SYSTEM (TYP)
AutoCAD SHX Text
FLEX CONNECTION
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2" BALL VALVE
AutoCAD SHX Text
2" SCH 80 (TYP)
AutoCAD SHX Text
DRILL 2-1/2" HOLE IN PLATE FOR PIPE PENETRATIONS
AutoCAD SHX Text
OVERHEAD HOSE RETRACTOR, POSITION 1'± BEHIND DISPENSER AND MOUNT TO STRUT WITH ANGLE BRACKET, (TYP OF 2)
AutoCAD SHX Text
FUEL ISLAND TERMINAL (SEE SPECIFICATIONS)
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NOTE: CONTRACTOR TO VERIFY DISPENSER BASE DIMENSIONS SHOWN ARE COMPATIBLE PRIOR TO FABRICATION.
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A - SECTION VIEW
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PLAN VIEW
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HOSE REEL & RETAIL DISPENSER - ELEVATION VIEW
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NOT TO SCALE
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1
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RETAIL DISPENSER DETAILS
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NOT TO SCALE
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2
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DISPENSER BASE FABRICATION
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NOT TO SCALE
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4
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ENCLOSURE LOCK
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NOT TO SCALE
AutoCAD SHX Text
3
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J:\JobsData\30413.00 Tatitlek BFU CA\00 CADD\01 Working Set\01 Civil\30413.00 Details-Despenser.dwg
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REVISION
AutoCAD SHX Text
NO.
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Designed
AutoCAD SHX Text
Date
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Approved
AutoCAD SHX Text
DATE
AutoCAD SHX Text
File:
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Sheet No.
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BY
AutoCAD SHX Text
Plot
AutoCAD SHX Text
PHONE: (907) 562-3252
AutoCAD SHX Text
ANCHORAGE, ALASKA 99503
AutoCAD SHX Text
3940 ARCTIC BLVD. SUITE 300
AutoCAD SHX Text
#AECL882-AK
AutoCAD SHX Text
ALASKA ENERGY AUTHORITY
AutoCAD SHX Text
1/27/20
AutoCAD SHX Text
TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
AutoCAD SHX Text
DISPENSER AND HOSE REEL ENCLOSOURE DETAILS
AutoCAD SHX Text
NCP
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KEG
AutoCAD SHX Text
AH
AutoCAD SHX Text
A
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ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AH
AutoCAD SHX Text
JAN 2019
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1/29/2020
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Andr
ew M
. Hor
azdo
vsky
CE
-140
54
C13
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C
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L
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FABRICATE SUMP FROM ADS N-12 DUAL WALL SMOOTH I.D. PIPE (PERF SIDEWALLS WITH " HOLES EVERY 38" HOLES EVERY4" EA WAY)
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DEPRESS LINER AS REQUIRED
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12" HDPE PLATE BOTTOM FUSE WELDED TO SUMP
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4" ADS 402 PIPE FUSE WELDED TO SUMP
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4" ADS 412 COUPLING, TYP (2)
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4" FABRIC WRAPPED PERFORATED ADS 472 DRAIN PIPE, SEE PLANS FOR LENGTH
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DEPRESS LINER 4" ±
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BACKFILL WITHIN 6" OF DRAIN PIPE WITH SELECT GRAVEL FREE OF SILT & FINE SAND
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FINISHED FLOOR OF DIKE
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4" ADS 432 END CAP, TYP (2)
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A
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A
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SECTION A-A
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2 LAYERS OF NON-WOVEN GEOTEXTILE OVER TOP
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DIKE MEMBRANE LINER
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NON-WOVEN GEOTEXTILE
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PIPE
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3/4" THREAD-O-LET
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3/4" THREADED BALL VALVE WITH CAP
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3/4" NIPPLE
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6" x 6" TREATED TIMBER (BURY HALF WAY)
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1-5/8" UNISTRUT CHANNEL
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UNISTRUT PIPE STRAP, TYP.
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WELDED STEEL PIPE(S) (SCHEDULE AND SIZES AS SPECIFIED)
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ELECTRICAL CONDUIT (NUMBER AND SIZES AS SPECIFIED)
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PRESSURE TEST CONNECTION
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NOT TO SCALE
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3
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TIMBER PIPE SUPPORT
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NOT TO SCALE
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1
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DIKE DRAIN & SUMP INSTALLATION
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NTS
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4
AutoCAD SHX Text
TYPICAL LINER INSTALLATION
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NTS
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5
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\01 Civil\30413.00 Details-Misc.dwg
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REVISION
AutoCAD SHX Text
NO.
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Designed
AutoCAD SHX Text
Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
AutoCAD SHX Text
Plot
AutoCAD SHX Text
PHONE: (907) 562-3252
AutoCAD SHX Text
ANCHORAGE, ALASKA 99503
AutoCAD SHX Text
3940 ARCTIC BLVD. SUITE 300
AutoCAD SHX Text
#AECL882-AK
AutoCAD SHX Text
ALASKA ENERGY AUTHORITY
AutoCAD SHX Text
1/27/20
AutoCAD SHX Text
TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text
NCP
AutoCAD SHX Text
KEG
AutoCAD SHX Text
AH
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AH
AutoCAD SHX Text
JAN 2019
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BURIED PIPE DETAIL
AutoCAD SHX Text
SCALE: NTS
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2
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ELECTRICAL CONDUIT (NUMBER AND SIZES AS SPECIFIED)
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DETECTABLE WARNING TAPE
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NFS MATERIAL COMPACTED TO 90% OF MAXIMUM DRY DENSITY
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NOTE: 1.WHERE BURIED PIPELINES CROSS EXISTING TRAVELED WHERE BURIED PIPELINES CROSS EXISTING TRAVELED WAY, SEGREGATE GRAVEL ROAD CAP FROM GENERAL TRENCH EXCAVATION AND USE TO RE-CAP DISTURBED AREA. 2.SEE SPECS FOR BACK FILL REQUIREMENTSSEE SPECS FOR BACK FILL REQUIREMENTS
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1/29/2020
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Andr
ew M
. Hor
azdo
vsky
CE
-140
54
C14
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GENERAL FENCE NOTES: 1.MAXIMUM PULL POST SPACING 75 MAXIMUM PULL POST SPACING 75 FEET. EACH PULL POST SHALL BE SUPPORTED WITH A DIAGONAL BRACE RAIL TO THE ADJACENT LINE POSTS. 2.BRACE RAILS AND TRUSS RODS SHALL BRACE RAILS AND TRUSS RODS SHALL BE SECURELY FASTENED TO POSTS WITH BRACE BANDS AND THREADED TAKE-UP ADAPTER FOR TRUSS RODS. 3.INSTALL 1 PIECE GATES AT DIKE INSTALL 1 PIECE GATES AT DIKE EGRESS POINTS. 4.GATES AT CONCRETE WALL DIKE GATES AT CONCRETE WALL DIKE EGRESS POINTS WITH STAIRS SHALL BE ELEVATED ABOVE STAIR PLATFORM AS SHOWN. GATES AT EGRESS POINTS WITHOUT STAIRS SHALL BE INSTALLED FLUSH WITH TOP OF DIKE. 5.MAN GATES ON CONCRETE DIKE WALL MAN GATES ON CONCRETE DIKE WALL AT LOCATIONS WHERE NO STAIRS ARE PROPOSED WILL NOT INCLUDE THE STAIR PLATFORM. INSTALL GATE WITH 4-INCH GAP BETWEEN BOTTOM OF GATE AND TOP OF CONCRETE WALL. 6.SEE ELECTRICAL SHEET E6 FOR SEE ELECTRICAL SHEET E6 FOR GROUNDING.
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LINE POST
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GALVANIZED PIPE STRAP BOLTED TO WALL WITH LDT RED HEAD " DIA. x 3.5" (2 EA, 12" DIA. x 3.5" (2 EA, PER PIPE STRAP, MIN 18" VERTICAL SEPARATION)
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GATE POST
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END POST AT CORNER
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FINISHED GRADE
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GATE DETAIL
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NOT TO SCALE
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1
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J:\JobsData\30413.00 Tatitlek BFU CA\00 CADD\01 Working Set\01 Civil\30413.00 Details-Fence.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/27/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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FENCE DETAILS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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1/29/2020
ABBREVIATIONS LEGEND
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
EE-7
879
E1
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A AFF AIC AVEC bCU BKT C C CCT C1D1 C1D2 CP CT DISP DWG EA ENT EOL ESD EXP FVNR G GAS GFI H HOA HP HPS KVA KW LTFC LTG MAX MCM MCP MIN MV N NEMA NLT NTS OCP P POS RCP RMC SG SIG SL SS TWSH TYP U/G UON V VA VFD WP XFMR
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AMPERE ABOVE FINISH FLOOR AMPERES INTERRUPTING CAPACITY ALASKA VILLAGE ELECTRIC COOPERATIVE BARE COPPER BRACKET CONDUCTOR CONDUIT CORRELATED COLOR TEMPERATURE CLASS 1, DIVISION 1 CLASS 1, DIVISION 2 CONTROL PANEL CURRENT TRANSFORMER DISPENSER DRAWING EACH ELECTRICAL NON-METALLIC TUBING END OF LINE RESISTOR EMERGENCY SHUTDOWN EXPLOSION PROOF FULL VOLTAGE NON-REVERSING, THERMAL MAGNETIC OCP GROUND CONDUCTOR GASOLINE GROUND FAULT INTERRUPTING HOT CONDUCTOR HAND OFF AUTO HORSEPOWER HIGH PRESSURE SODIUM KILO-VOLT-AMPERES KILOWATT LIQUID-TIGHT FLEXIBLE METAL CONDUIT LIGHTING MAXIMUM THOUSAND CIRCULAR MILLS MAGNETIC ONLY CIRCUIT PROTECTOR MINIMUM MOTORIZED VALVE NEUTRAL CONDUCTOR NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION NO LESS THAN NOT TO SCALE OVERCURRENT PROTECTION POLE POINT OF SALE RECEPTACLE RIGID METAL CONDUIT, GALVANIZED SPECIFIC GRAVITY SIGNAL CONDUCTOR SWITCH LEG STAINLESS STEEL TWISTED/SHIELDED CONDUCTOR TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED VOLTS VOLT-AMPERES VARIABLE FREQUENCY DRIVE WEATHER PROOF TRANSFORMER
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CONTROL PANEL
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PILOT LIGHT
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R=RED, B=BLUE, A=AMBER, G=GREEN
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R
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NORMALLY CLOSED CONTACT
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NORMALLY OPEN CONTACT
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INSTRUMENT DEVICE LOCATION (SEE TAG)
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M
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X-Y,Z
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BUS
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EXPOSED CONDUIT
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GROUND
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CONDUIT RUN - CHANGE IN ELEVATION
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GROUND ROD
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LIQUID-TIGHT FLEXIBLE CONDUIT
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CONDUIT TEE
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PANELBOARD
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SINGLE POLE SWITCH 120/277V 20A
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KILOWATT-HOUR METER
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MOLDED CASE CIRCUIT BREAKER, X = AMPERE
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RATING, Y = NO. OF POLES
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CONDUIT/CABLE RUN UNDERGROUND OR IN CONCRETE
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HOMERUN TO PANEL "X", CIRCUITS NO. Y AND Z
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X/Y
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CONDUIT RUNS NOT DEFINED ARE 1/2" C with 3#12.
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MOTOR, HP AS SHOWN, SINGLE PHASE, "F" = FRACTIONAL
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MOTOR OVERLOAD
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S
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GFI
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ELECTRICAL EQUIPMENT TAG "X"
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THERMAL/MAGNETIC UON
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XX
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XXXX
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RELAY COIL
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HP
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TRANSFORMER
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X
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FUSE, X=SIZE IN AMPS
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MOTOR, HP AS SHOWN, THREE PHASE
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HP
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T
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MOTORIZED VALVE
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MV
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DISCONNECT SWITCH
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MANUAL MOTOR STARTER (FVNR)
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SEAL-OFF FITTING
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PHOTO ELECTRIC CONTROL
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PC
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COMBINATION MAGNETIC MOTOR STARTER (FVNR) WITH DISCONNECT
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REMOTE OPERATOR FOR CONTROL PANEL
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MUSHROOOM HEAD, EMERGENCY PUSHBUTTON
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SHEET NOTE "X"
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X
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X
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ELECTRICAL EQUIPMENT SCHEDULE
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ITEM NO.
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DESCRIPTION
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MANUFACTURER
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EMERGENCY SHUTOFF SWITCH. NEMA 4 DIE-CAST ALUMINUM ENCLOSURE, 2-1/4" DIA. RED MUSHROOM HEAD MAINTAINED CONTACT PUSH BUTTON WITH 1 EA. NC CONTACT, 10A RATED.
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ALLEN BRADLEY 800T-FX6D4 WITH 800T-1TZ ENCLOSURE & 800T-N247R HEAD
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WEATHER PROOF RECEPTACLE. COMPLETE WITH 20A, 125V DUPLEX GFCI RECEPTACLE. INSTALL IN CAST SINGLE GANG FD BOX WITH WEATHERPROOF COVER.
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P&S 2095TRWRI RED DOT CCGV COVER RED DOT IH32LM BOX
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20A SINGLE POLE LIGHT SWITCH. INSTALL IN CAST BOX WITH WEATHERPROOF COVER.
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P&S PS20AC1-I SWITCH CROUSE-HINDS FD-2 BOX CROUSE-HINDS DS-32G COVER
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LOCKABLE SWITCH. NEMA 4, 7, 9 EXPLOSION PROOF CONSTRUCTION WITH 3/4" FEED THRU HUB, 4PST, 250V, 20A.
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KILLARK
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MULTI-TONE ALARM WITH STROBE, 115V, NEMA 3R, WEATHER RESISTANT SURFACE MOUNT BELL BOX.
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WHEELOCK MT4-115-WH-VNS
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THREE POSITION FLOAT ACTIVATED LEVEL SWITCH, 316 SS STEM, 2" 316 SS FLOAT, 2" NPT BUSHING, 1/2" NPT CONDUIT ENTRY, EXPLOSION PROOF CONSTRUCTION, LISTED FOR CLASS 1, DIVISION 1, GROUP D, 120VAC, 100W MAX SWITCHING POWER. PROVIDE FLOAT ACTIVATED SWITCHES AT DIMENSIONS BASED ON APPROVED SHOP DRAWINGS. CONTRACTOR SHALL VERIFY ACTUAL TANK DIMENSIONS AND SUBMIT SWITCH DIMENSIONS TO CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO ORDERING.
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CUSTOM SWITCHES, INC. MODEL LS-1900 TYPE 7 OR APPROVED EQUAL. CONTRACTOR TO VERIFY CUSTOM PROBE LENGTHS PRIOR TO ORDERING. SEE DESCRIPTION.
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20A, 125V DUPLEX GFCI RECEPTACLE. INSTALL IN CAST BOX WITH WEATHERPROOF COVER.
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HUBBEL GFTWRST20GY RECEPTACLE CROUSE-HINDS FD2 BOX CROUSE-HINDS WLGF-FS COVER
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1
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2
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3
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4
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5
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6
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6
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XXX
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YYY
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[ZZZ]
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TIME DELAY RELAY CONTACTS NORMALLY CLOSED TIMED OPEN
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XXX= DESCRIPTION
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YYY=RELATED COIL & CONTACT #
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ZZZ=COIL RUNG
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ZZZ=COIL RUNG
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YYY=RELATED COIL & CONTACT #
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XXX= DESCRIPTION
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TIME DELAY RELAY CONTACTS NORMALLY OPEN TIMED CLOSED
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XXX
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YYY
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[ZZZ]
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X= LENS TINT
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PUSH TO TEST PILOT LIGHT
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X
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ST
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STROBE ALARM
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FLOAT OPERATED SWITCH, NORMALLY CLOSED
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FLOAT OPERATED SWITCH, NORMALLY OPEN
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O
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H
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H
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A
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A
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O
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HAND-OFF-AUTO SWITCH
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XXX
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YYY
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[ZZZ]
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ZZZ=COIL RUNG
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YYY=RELATED COIL & CONTACT #
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XXX= DESCRIPTION
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TIME DELAY RELAY CONTACTS NORMALLY OPEN TIMED OPEN
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PUSHBUTTON NORMALLY CLOSED, MOMENTARY CONTACT
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PUSHBUTTON NORMALLY OPEN, MOMENTARY CONTACT
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FIXTURE SCHEDULE
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SYMBOL
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LAMP SIZE
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MOUNTING
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DESCRIPTION
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MANUFACTURER
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25W LED
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SURFACE MOUNT
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VAPORTITE L.E.D AREA LIGHT SURFACE MOUNT
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CROUSE HINDS: V2LCA3/UNV1 WITH J-BOX VXFT20 - MOUNT 18" FROM DISPENSER
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53W LED
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SURFACE MOUNTED
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L.E.D SURFACE CANOPY LIGHT, ALUMINUM HOUSING. 4000K COLOR TEMPERATURE. 5400 LUMENS
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DSXSC LED 30C 700 40K T5W 120 SRM DNAXD
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143W LED
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CLASS 5 25' WOOD STUB POLE. MOUNT AT 20'
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L.E.D AREA LIGHT, ROUND POLE MOUNTING, 120V, 60LEDs, 700mA DRIVER, 4000K CCT, TYPE V DISTRIBUTION, NEMA TWIST-LOCK RECEPTACLE. PROVIDE ACCESSORIES PHOTOCELL - SSL TWIST-LOCK (120-277V) AND SHORTING CAP. ALSO PROVIDE 2' ALUMINUM ELLIPTICAL TUBE ARM.
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LITHONIA: DSX1 LED 2 30B700/40K SR5 MVOLT RPA PER DNATXD PHOTOCELL: DSS124N 1.5 TJJE U SHORTING CAP: SC U ARM: AMACE T20 US2 DNA
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A
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B
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125V DUPLEX GROUND FAULT INTERRUPT WEATHER PROOF RECEPTACLE, NEMA CONFIGURATION 5 - 20R.
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FIELD MOUNTED INSTRUMENT
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XX
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YY
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XX = FUNCTION; YY = TAG NO.
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INSTRUMENT DEVICE LOCATION (SEE TAG)
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J
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JUNCTION BOX OR FITTING
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X
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - LEGEND-E1-E2.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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ELECTRICAL NOTES, LEGEND & ABBREVIATIONS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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JUNCTION BOX
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TERMINAL - X = CONTRACTOR DERIVED NUMBERING
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1/29/2020
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1/29/2020
CONTROL SPECIFICATION - DIV 26 SPECIFICATIONS TAKE PRECIDENCE OVER THIS SPECIFICATION SHOULD DIFFERENCES OCCUR.
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
EE-7
879
E2
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CONTROLS FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS REQUIRED FOR FINAL DESIGN, FABRICATION AND INSTALLATION OF THE FACILITY CONTROLS AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ON ALL OF THE DRAWINGS. STANDARDS, CODES AND REGULATIONS: CONTRACTOR SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), AND NFPA 79 AND UL 508A. SUBMITTALS PRODUCT DATA: INCLUDE MANUFACTURER'S TECHNICAL LITERATURE FOR EACH CONTROL DEVICE. INDICATE DIMENSIONS, CAPACITIES, PERFORMANCE CHARACTERISTICS, ELECTRICAL CHARACTERISTICS, FINISHES FOR MATERIALS, AND INSTALLATION AND STARTUP INSTRUCTIONS FOR EACH TYPE OF PRODUCT INDICATED. EACH CONTROL DEVICE LABELED WITH SETTING OR ADJUSTABLE RANGE OF CONTROL. SHOP DRAWINGS: SUBMITTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMITTAL FORMAT SHALL BE BASED ON A 22X34 SIZE SHEET WITH EITHER VENDOR'S OR OWNERS BORDER. HARD COPY SUBMITTALS SHALL BE 1/2 SIZE (11X17) ON BOND PAPER AND A SINGLE COPY OF A ".PDF" FILE AND A .DWG FILE IN AUTOCAD 2010 WITH CTB FILE FOR PRINTING. ELECTRONIC MEDIA SHALL BE SUBMITTED ON CD FORMATTED FOR READING ON INTEL-BASED PC'S (NOT MAC). DATA TO BE INCLUDED ON THE SUBMITTAL DRAWINGS INCLUDE: DIMENSIONED OPERATOR DOOR AND BACK PANEL LAYOUT SHOWING ALL COMPONENTS. BILL OF MATERIALS WITH MANUFACTURER AND RELEVANT PART NUMBERS. SCHEMATIC DIAGRAM. POWER, SIGNAL, AND CONTROL WIRING. DIFFERENTIATE BETWEEN MANUFACTURER-INSTALLED AND FIELD-INSTALLED WIRING. DETAILS OF CONTROL PANEL FACES, INCLUDING CONTROLS, INSTRUMENTS, AND LABELING. TERMINAL ASSIGNMENTS WITH ALL EXTERNAL COMPONENT TERMINATIONS SHOWN. DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION. WRITTEN DESCRIPTION OF SEQUENCE OF OPERATION. MAINTENANCE DATA INCLUDE THE FOLLOWING: MAINTENANCE INSTRUCTIONS AND LISTS OF SPARE PARTS FOR EACH TYPE OF CONTROL DEVICE. INTERCONNECTION WIRING DIAGRAMS WITH IDENTIFIED AND NUMBERED SYSTEM COMPONENTS AND DEVICES. STEP-BY-STEP PROCEDURES INDEXED FOR EACH OPERATOR FUNCTION. INSPECTION PERIOD, CLEANING METHODS, CLEANING MATERIALS RECOMMENDED, AND CALIBRATION TOLERANCES. METHODS, CLEANING MATERIALS RECOMMENDED, AND CALIBRATION TOLERANCES. CALIBRATION RECORDS AND LIST OF SET POINTS. PROJECT RECORD DOCUMENTS: SUBMIT ALL CUT-SHEETS, O&M INFORMATION AND INSTRUCTIONS IN EITHER MS WORD (.DOC) OR ADOBE (.PDF) FORMAT ON CD FORMATTED FOR USE ON INTEL-BASED PC'S. QUALITY ASSURANCE: ALL CONTROL/ALARM PANELS PROVIDED FOR THIS PROJECT SHALL BE LISTED OR LABELED AS AN ELECTRICAL ASSEMBLY BY AN AGENCY ACCEPTABLE TO THE STATE OF ALASKA DEPARTMENT OF LABOR - MECHANICAL INSPECTIONS DIVISION. CONSTRUCTION SHALL PROCEED ONLY AFTER THE OWNER APPROVES THE REQUIRED SUBMITTALS. AS-BUILT DRAWINGS: UPON RECEIPT OF APPROVED SUBMITTALS AND AFTER CONSTRUCTION OF THE PANEL(S), PREPARE AS-BUILT DRAWINGS USING THE APPROVED SUBMITTAL FILES. SUBMIT 3 SETS OF FULL SIZE DRAWINGS ENCLOSED WITHIN EACH PANEL AND A CD WITH A COPY OF AUTOCAD FILES (22X34 DRAWING SIZE) OF THE SUBMITTAL DRAWINGS EDITED TO AS-BUILT STATUS. PROVIDE ONE CD FOR EACH PANEL. O&M MATERIAL: PROVIDE AS-BUILT VERSIONS OF PROJECT RECORD DOCUMENTS, CURRENT PRICE AND SOURCE FOR ALL REPLACEABLE COMPONENTS (I.E. PLUG-IN RELAYS, PILOT LIGHT LAMPS, ETC). IF A COMMON COMPONENT IS USED IN SEVERAL PANELS, A SINGLE CUT SHEET/DESCRIPTOR IS ACCEPTABLE IF ALL APPLICABLE PANELS ARE ANNOTATED ON THE SUBMITTAL. ALL PREPARED O&M MATERIAL SHALL BE TYPED IN MS WORD OR SCANNED AND CONVERTED TO .PDF FORMAT. O&M DATA CAN BE FURNISHED ON THE SAME CD WITH AS-BUILT DWGS. PRODUCTS CONTROL PANEL: ENCLOSURES SHALL BE NEMA 4X NON-METALLIC. CONTROL PANEL ENCLOSURE INTERIOR SHALL BE PROVIDED WITH A STEEL BACK PANEL FOR MOUNTING OF CONTROL AND POWER DISTRIBUTION COMPONENTS. HOFFMAN OR EQUAL. WIRE MARKERS: SHALL CONSIST OF WHITE OR YELLOW, SLIP-ON ELASTIC SLEEVES SIZED TO TIGHTLY GRIP THE WIRE INSULATION AND MARKED IN BLOCK PRINTING WITH THE LETTERS OR NUMBERS TO IDENTIFY THE CIRCUIT. TERMINAL BLOCKS: SHALL BE ALLEN BRADLEY 1492 SERIES OR EQUAL. POWER TERMINATIONS FOR SUPPLY AND MOTOR LOADS A MINIMUM RATING OF 600 VOLTS AC AND 35 AMPS. CONTROL AND SENSOR CONTROL AND SENSOR TERMINALS SHALL BE DETERMINED BY THE MANUFACTURER AND BASED ON UPSTREAM OVER CURRENT PROTECTION, FAULT DUTY ETC. WHEN INDIVIDUAL DEVICES OR COMPONENT TERMINAL BLOCKS ARE ENCOUNTERED WITH SCREW TERMINALS, TERMINATION SHALL BE BY SLIP ON SPADE TONGUE INSULATED COMPRESSION TERMINATORS. NAMEPLATES: SHALL BE INSTALLED PLUMB AND PARALLEL TO THE LINES OF DOORS OR STRUCTURE TO WHICH THEY ARE ATTACHED. A NAMEPLATE SHALL BE PROVIDED FOR EACH PANEL. IT SHALL BE 2"X6" MINIMUM SIZE WITH 1/2 INCH MINIMUM ENGRAVED LETTERS. THE ENGRAVING SHALL BE AS SHOWN ON THE DRAWINGS FOR THE IDENTIFICATION OF EACH PANEL. PANEL COMPONENTS SHALL BE AS LISTED UNDER THE COMPONENT SCHEDULE. INSTALLATION CONTROL PANELS: SHALL BE FACTORY OR SHOP FABRICATED UNITS COMPLETELY ASSEMBLED, WIRED AND TESTED IN THE PRESENCE OF AN OWNER REPRESENTATIVE BEFORE SHIPMENT TO THE JOB SITE. PANEL CONSTRUCTION SHALL, IN GENERAL, MEET APPLICABLE NEMA AND IEEE STANDARDS. THE PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF AND BEAR THE LABEL OF AN ACCREDITED NATIONALLY RECOGNIZED TESTING LABORATORY. THE ASSEMBLED PANEL SHALL BE MEGGERED AND TESTED TO BE FREE FROM GROUNDS AND SHORTS. ALL CONTROLLERS, CIRCUITS AND INTERLOCKS SHALL BE RUNG OUT AND TESTED TO ASSURE THAT THEY FUNCTION CORRECTLY BEFORE THE PANEL IS SHIPPED. REVISE ALL DRAWINGS UPON COMPLETION OF THE WORK TO SHOW "AS SHIPPED" CONDITION OF THE PANEL. AFTER COMPLETION OF SHOP ASSEMBLY AND TESTING, PANELS SHALL BE ENCLOSED IN HEAVY-DUTY POLYETHYLENE ENVELOPES OR SECURED SHEETING TO PROVIDE COMPLETE PROTECTION FROM DUST AND MOISTURE. DEHUMIDIFIERS SHALL BE PLACED INSIDE THE POLYETHYLENE COVERING. THE EQUIPMENT SHALL THEN BE SKID-MOUNTED FOR FINAL TRANSPORT. SHIPPING WEIGHT SHALL BE SHOWN ON SHIPPING TAGS, TOGETHER WITH INSTRUCTIONS FOR UNLOADING, TRANSPORTING, STORING, AND HANDLING ON JOB SITE. WIRING DUCT: SHALL BE PROVIDED FOR WIRING WITHIN THE PANEL ENCLOSURE INCLUDING ALL FIELD WIRING. WIRING WITHIN THE PANEL SHALL BE LABELED WITH WIRE NUMBERS AND RUN IN WIRING DUCT NEATLY TIED AND BUNDLED WITH TIE WRAPS OR SIMILAR MATERIALS. LINE VOLTAGE (120 VOLT OR HIGHER) WIRING IN PANELS SHALL BE CLASS C STRANDED COPPER CONDUCTOR #14AWG, WITH TYPE MTW OR SIS INSULATION. COLOR CODING OF INSULATION SHALL BE: BLACK: UNGROUNDED LINE, LOAD, AND CONTROL CONDUCTORS AT LINE VOLTAGE. RED: UNGROUNDED AC CONTROL CONDUCTORS, AT LESS THAN LINE VOLTAGE. BLUE: UNGROUNDED DC CONTROL CONDUCTORS. YELLOW: UNGROUNDED CONTROL CIRCUIT CONDUCTORS THAT MAY REMAIN ENERGIZED WHEN THE MAIN DISCONNECTING MEANS IS IN THE OFF POSITION. THESE CONDUCTORS SHALL BE YELLOW THROUGHOUT THE ENTIRE CIRCUIT, INCLUDING WIRING IN THE CONTROL PANEL AND THE EXTERNAL FIELD WIRING. WHITE OR NATURAL GRAY: GROUNDED CIRCUIT CONDUCTOR. WHITE WITH BLUE STRIPE: GROUNDED (CURRENT-CARRYING) DC CIRCUIT CONDUCTORS. WIRING WHICH IS AN INTERNAL PART OF A DEVICE AND IS NOT CONNECTED TO EXTERNAL TERMINAL BLOCKS MAY BE WIRED USING THE MANUFACTURER'S STANDARD WIRE DESIGNATIONS. WIRE WHICH CONNECTS TO EXTERNAL CIRCUITS, TO TERMINAL BLOCKS, OR THE NUMBERS SHOWN ON THE ELEMENTARY WIRING DIAGRAMS SHALL IDENTIFY OTHER DEVICES THAT ARE CONNECTED TO EXTERNAL CIRCUITS. EVERY WIRE TERMINATION, INCLUDING ALL JUMPERS, SHALL BE IDENTIFIED WITH WIRE MARKERS. WIRE MARKERS SHALL BE INSTALLED OVER WIRE TERMINATORS OR DIRECTLY ADJACENT TO THEM. MARKERS SHALL BE ARRANGED TO PERMIT READING OF IDENTIFICATION. TERMINAL BLOCKS SHALL BE PROVIDED FOR THE TERMINATION OF POWER AND CONTROL WIRING. WHERE MULTIPLE TERMINAL BLOCKS ARE SHOWN FOR A GIVEN WIRE NUMBER, ADDITIONAL BLOCKS SHALL BE PROVIDED AND JUMPERED AS NECESSARY TO PROVIDE TERMINAL SPACES FOR EACH INDIVIDUAL OUTGOING WIRE. TERMINAL STRIPS SHALL BE MOUNTED ON A FLAT STEEL CHANNEL OR STRUT WHICH RAISES THEM TO THE LEVEL OF THE ADJACENT WIRE GUTTERS (2 INCH TO 3 INCH ABOVE BACKPLATE). PROVIDE SPACE FOR A MINIMUM OF 10 PERCENT ADDITIONAL CONTROL WIRING TERMINAL BLOCKS ON EACH SIDE. NAMEPLATES SHALL BE PROVIDED FOR ALL RELAYS, TIMERS, TRANSFORMERS, FUSES, TERMINAL BLOCK, SWITCHES MOUNTED INTERNALLY, AND OTHER COMPONENTS THAT ARE MOUNTED TO THE INTERNAL MOUNTING PANEL. THESE NAMEPLATES SHALL BE SIZED TO THE SCALE OF THE DEVICE TO WHICH THEY REFER. THE ENGRAVING SHALL BE AS SHOWN FOR THE DEVICE ON THE ELEMENTARY WIRING DIAGRAMS. OPERATION: AFTER THE PANEL INSTALLATION HAS BEEN INSPECTED AND APPROVED, VENDOR SHALL VERIFY AND DEMONSTRATE TO THE PROJECT MANAGER, OR HIS DESIGNATED REPRESENTATIVE, PROPER OPERATION OF EACH FUNCTION AS DESCRIBED IN THESE SPECIFICATIONS. EACH FUNCTION WILL BE TESTED - SIMULATED INPUTS AND OR FAILURES WILL BE USED WHERE THE ACTUAL CONDITIONS ARE NOT POSSIBLE (I.E. OVERLOAD TRIP). ANY DISCREPANCY NOTED SHALL BE CORRECTED AND PROPER FUNCTION DEMONSTRATED TO PROJECT MANAGER OR DESIGNATED REPRESENTATIVE.
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CONTROLS FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS REQUIRED FOR FINAL DESIGN, FABRICATION AND INSTALLATION OF THE FACILITY CONTROLS AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ON ALL OF THE DRAWINGS. STANDARDS, CODES AND REGULATIONS: CONTRACTOR SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), AND NFPA 79 AND UL 508A. SUBMITTALS PRODUCT DATA: INCLUDE MANUFACTURER'S TECHNICAL LITERATURE FOR EACH CONTROL DEVICE. INDICATE DIMENSIONS, CAPACITIES, PERFORMANCE CHARACTERISTICS, ELECTRICAL CHARACTERISTICS, FINISHES FOR MATERIALS, AND INSTALLATION AND STARTUP INSTRUCTIONS FOR EACH TYPE OF PRODUCT INDICATED. EACH CONTROL DEVICE LABELED WITH SETTING OR ADJUSTABLE RANGE OF CONTROL. SHOP DRAWINGS: SUBMITTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMITTAL FORMAT SHALL BE BASED ON A 22X34 SIZE SHEET WITH EITHER VENDOR'S OR OWNERS BORDER. HARD COPY SUBMITTALS SHALL BE 1/2 SIZE (11X17) ON BOND PAPER AND A SINGLE COPY OF A ".PDF" FILE AND A .DWG FILE IN AUTOCAD 2010 WITH CTB FILE FOR PRINTING. ELECTRONIC MEDIA SHALL BE SUBMITTED ON CD FORMATTED FOR READING ON INTEL-BASED PC'S (NOT MAC). DATA TO BE INCLUDED ON THE SUBMITTAL DRAWINGS INCLUDE: DIMENSIONED OPERATOR DOOR AND BACK PANEL LAYOUT SHOWING ALL COMPONENTS. BILL OF MATERIALS WITH MANUFACTURER AND RELEVANT PART NUMBERS. SCHEMATIC DIAGRAM. POWER, SIGNAL, AND CONTROL WIRING. DIFFERENTIATE BETWEEN MANUFACTURER-INSTALLED AND FIELD-INSTALLED WIRING. DETAILS OF CONTROL PANEL FACES, INCLUDING CONTROLS, INSTRUMENTS, AND LABELING. TERMINAL ASSIGNMENTS WITH ALL EXTERNAL COMPONENT TERMINATIONS SHOWN. DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION. WRITTEN DESCRIPTION OF SEQUENCE OF OPERATION. MAINTENANCE DATA INCLUDE THE FOLLOWING: MAINTENANCE INSTRUCTIONS AND LISTS OF SPARE PARTS FOR EACH TYPE OF CONTROL DEVICE. INTERCONNECTION WIRING DIAGRAMS WITH IDENTIFIED AND NUMBERED SYSTEM COMPONENTS AND DEVICES. STEP-BY-STEP PROCEDURES INDEXED FOR EACH OPERATOR FUNCTION. INSPECTION PERIOD, CLEANING METHODS, CLEANING MATERIALS RECOMMENDED, AND CALIBRATION TOLERANCES. METHODS, CLEANING MATERIALS RECOMMENDED, AND CALIBRATION TOLERANCES. CALIBRATION RECORDS AND LIST OF SET POINTS. PROJECT RECORD DOCUMENTS: SUBMIT ALL CUT-SHEETS, O&M INFORMATION AND INSTRUCTIONS IN EITHER MS WORD (.DOC) OR ADOBE (.PDF) FORMAT ON CD FORMATTED FOR USE ON INTEL-BASED PC'S. QUALITY ASSURANCE: ALL CONTROL/ALARM PANELS PROVIDED FOR THIS PROJECT SHALL BE LISTED OR LABELED AS AN ELECTRICAL ASSEMBLY BY AN AGENCY ACCEPTABLE TO THE STATE OF ALASKA DEPARTMENT OF LABOR - MECHANICAL INSPECTIONS DIVISION. CONSTRUCTION SHALL PROCEED ONLY AFTER THE OWNER APPROVES THE REQUIRED SUBMITTALS. AS-BUILT DRAWINGS: UPON RECEIPT OF APPROVED SUBMITTALS AND AFTER CONSTRUCTION OF THE PANEL(S), PREPARE AS-BUILT DRAWINGS USING THE APPROVED SUBMITTAL FILES. SUBMIT 3 SETS OF FULL SIZE DRAWINGS ENCLOSED WITHIN EACH PANEL AND A CD WITH A COPY OF AUTOCAD FILES (22X34 DRAWING SIZE) OF THE SUBMITTAL DRAWINGS EDITED TO AS-BUILT STATUS. PROVIDE ONE CD FOR EACH PANEL. O&M MATERIAL: PROVIDE AS-BUILT VERSIONS OF PROJECT RECORD DOCUMENTS, CURRENT PRICE AND SOURCE FOR ALL REPLACEABLE COMPONENTS (I.E. PLUG-IN RELAYS, PILOT LIGHT LAMPS, ETC). IF A COMMON COMPONENT IS USED IN SEVERAL PANELS, A SINGLE CUT SHEET/DESCRIPTOR IS ACCEPTABLE IF ALL APPLICABLE PANELS ARE ANNOTATED ON THE SUBMITTAL. ALL PREPARED O&M MATERIAL SHALL BE TYPED IN MS WORD OR SCANNED AND CONVERTED TO .PDF FORMAT. O&M DATA CAN BE FURNISHED ON THE SAME CD WITH AS-BUILT DWGS. PRODUCTS CONTROL PANEL: ENCLOSURES SHALL BE NEMA 4X NON-METALLIC. CONTROL PANEL ENCLOSURE INTERIOR SHALL BE PROVIDED WITH A STEEL BACK PANEL FOR MOUNTING OF CONTROL AND POWER DISTRIBUTION COMPONENTS. HOFFMAN OR EQUAL. WIRE MARKERS: SHALL CONSIST OF WHITE OR YELLOW, SLIP-ON ELASTIC SLEEVES SIZED TO TIGHTLY GRIP THE WIRE INSULATION AND MARKED IN BLOCK PRINTING WITH THE LETTERS OR NUMBERS TO IDENTIFY THE CIRCUIT. TERMINAL BLOCKS: SHALL BE ALLEN BRADLEY 1492 SERIES OR EQUAL. POWER TERMINATIONS FOR SUPPLY AND MOTOR LOADS A MINIMUM RATING OF 600 VOLTS AC AND 35 AMPS. CONTROL AND SENSOR CONTROL AND SENSOR TERMINALS SHALL BE DETERMINED BY THE MANUFACTURER AND BASED ON UPSTREAM OVER CURRENT PROTECTION, FAULT DUTY ETC. WHEN INDIVIDUAL DEVICES OR COMPONENT TERMINAL BLOCKS ARE ENCOUNTERED WITH SCREW TERMINALS, TERMINATION SHALL BE BY SLIP ON SPADE TONGUE INSULATED COMPRESSION TERMINATORS. NAMEPLATES: SHALL BE INSTALLED PLUMB AND PARALLEL TO THE LINES OF DOORS OR STRUCTURE TO WHICH THEY ARE ATTACHED. A NAMEPLATE SHALL BE PROVIDED FOR EACH PANEL. IT SHALL BE 2"X6" MINIMUM SIZE WITH 1/2 INCH MINIMUM ENGRAVED LETTERS. THE ENGRAVING SHALL BE AS SHOWN ON THE DRAWINGS FOR THE IDENTIFICATION OF EACH PANEL. PANEL COMPONENTS SHALL BE AS LISTED UNDER THE COMPONENT SCHEDULE. INSTALLATION CONTROL PANELS: SHALL BE FACTORY OR SHOP FABRICATED UNITS COMPLETELY ASSEMBLED, WIRED AND TESTED IN THE PRESENCE OF AN OWNER REPRESENTATIVE BEFORE SHIPMENT TO THE JOB SITE. PANEL CONSTRUCTION SHALL, IN GENERAL, MEET APPLICABLE NEMA AND IEEE STANDARDS. THE PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF AND BEAR THE LABEL OF AN ACCREDITED NATIONALLY RECOGNIZED TESTING LABORATORY. THE ASSEMBLED PANEL SHALL BE MEGGERED AND TESTED TO BE FREE FROM GROUNDS AND SHORTS. ALL CONTROLLERS, CIRCUITS AND INTERLOCKS SHALL BE RUNG OUT AND TESTED TO ASSURE THAT THEY FUNCTION CORRECTLY BEFORE THE PANEL IS SHIPPED. REVISE ALL DRAWINGS UPON COMPLETION OF THE WORK TO SHOW "AS SHIPPED" CONDITION OF THE PANEL. AFTER COMPLETION OF SHOP ASSEMBLY AND TESTING, PANELS SHALL BE ENCLOSED IN HEAVY-DUTY POLYETHYLENE ENVELOPES OR SECURED SHEETING TO PROVIDE COMPLETE PROTECTION FROM DUST AND MOISTURE. DEHUMIDIFIERS SHALL BE PLACED INSIDE THE POLYETHYLENE COVERING. THE EQUIPMENT SHALL THEN BE SKID-MOUNTED FOR FINAL TRANSPORT. SHIPPING WEIGHT SHALL BE SHOWN ON SHIPPING TAGS, TOGETHER WITH INSTRUCTIONS FOR UNLOADING, TRANSPORTING, STORING, AND HANDLING ON JOB SITE. WIRING DUCT: SHALL BE PROVIDED FOR WIRING WITHIN THE PANEL ENCLOSURE INCLUDING ALL FIELD WIRING. WIRING WITHIN THE PANEL SHALL BE LABELED WITH WIRE NUMBERS AND RUN IN WIRING DUCT NEATLY TIED AND BUNDLED WITH TIE WRAPS OR SIMILAR MATERIALS. LINE VOLTAGE (120 VOLT OR HIGHER) WIRING IN PANELS SHALL BE CLASS C STRANDED COPPER CONDUCTOR #14AWG, WITH TYPE MTW OR SIS INSULATION. COLOR CODING OF INSULATION SHALL BE: BLACK: UNGROUNDED LINE, LOAD, AND CONTROL CONDUCTORS AT LINE VOLTAGE. RED: UNGROUNDED AC CONTROL CONDUCTORS, AT LESS THAN LINE VOLTAGE. BLUE: UNGROUNDED DC CONTROL CONDUCTORS. YELLOW: UNGROUNDED CONTROL CIRCUIT CONDUCTORS THAT MAY REMAIN ENERGIZED WHEN THE MAIN DISCONNECTING MEANS IS IN THE OFF POSITION. THESE CONDUCTORS SHALL BE YELLOW THROUGHOUT THE ENTIRE CIRCUIT, INCLUDING WIRING IN THE CONTROL PANEL AND THE EXTERNAL FIELD WIRING. WHITE OR NATURAL GRAY: GROUNDED CIRCUIT CONDUCTOR. WHITE WITH BLUE STRIPE: GROUNDED (CURRENT-CARRYING) DC CIRCUIT CONDUCTORS. WIRING WHICH IS AN INTERNAL PART OF A DEVICE AND IS NOT CONNECTED TO EXTERNAL TERMINAL BLOCKS MAY BE WIRED USING THE MANUFACTURER'S STANDARD WIRE DESIGNATIONS. WIRE WHICH CONNECTS TO EXTERNAL CIRCUITS, TO TERMINAL BLOCKS, OR THE NUMBERS SHOWN ON THE ELEMENTARY WIRING DIAGRAMS SHALL IDENTIFY OTHER DEVICES THAT ARE CONNECTED TO EXTERNAL CIRCUITS. EVERY WIRE TERMINATION, INCLUDING ALL JUMPERS, SHALL BE IDENTIFIED WITH WIRE MARKERS. WIRE MARKERS SHALL BE INSTALLED OVER WIRE TERMINATORS OR DIRECTLY ADJACENT TO THEM. MARKERS SHALL BE ARRANGED TO PERMIT READING OF IDENTIFICATION. TERMINAL BLOCKS SHALL BE PROVIDED FOR THE TERMINATION OF POWER AND CONTROL WIRING. WHERE MULTIPLE TERMINAL BLOCKS ARE SHOWN FOR A GIVEN WIRE NUMBER, ADDITIONAL BLOCKS SHALL BE PROVIDED AND JUMPERED AS NECESSARY TO PROVIDE TERMINAL SPACES FOR EACH INDIVIDUAL OUTGOING WIRE. TERMINAL STRIPS SHALL BE MOUNTED ON A FLAT STEEL CHANNEL OR STRUT WHICH RAISES THEM TO THE LEVEL OF THE ADJACENT WIRE GUTTERS (2 INCH TO 3 INCH ABOVE BACKPLATE). PROVIDE SPACE FOR A MINIMUM OF 10 PERCENT ADDITIONAL CONTROL WIRING TERMINAL BLOCKS ON EACH SIDE. NAMEPLATES SHALL BE PROVIDED FOR ALL RELAYS, TIMERS, TRANSFORMERS, FUSES, TERMINAL BLOCK, SWITCHES MOUNTED INTERNALLY, AND OTHER COMPONENTS THAT ARE MOUNTED TO THE INTERNAL MOUNTING PANEL. THESE NAMEPLATES SHALL BE SIZED TO THE SCALE OF THE DEVICE TO WHICH THEY REFER. THE ENGRAVING SHALL BE AS SHOWN FOR THE DEVICE ON THE ELEMENTARY WIRING DIAGRAMS. OPERATION: AFTER THE PANEL INSTALLATION HAS BEEN INSPECTED AND APPROVED, VENDOR SHALL VERIFY AND DEMONSTRATE TO THE PROJECT MANAGER, OR HIS DESIGNATED REPRESENTATIVE, PROPER OPERATION OF EACH FUNCTION AS DESCRIBED IN THESE SPECIFICATIONS. EACH FUNCTION WILL BE TESTED - SIMULATED INPUTS AND OR FAILURES WILL BE USED WHERE THE ACTUAL CONDITIONS ARE NOT POSSIBLE (I.E. OVERLOAD TRIP). ANY DISCREPANCY NOTED SHALL BE CORRECTED AND PROPER FUNCTION DEMONSTRATED TO PROJECT MANAGER OR DESIGNATED REPRESENTATIVE.
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ADJUSTABLE TIME DELAY RELAY, 1.8-180 SECOND ON DELAY, 120V, DPDT, SQUARE D, CLASS 9050 TYPE JCK15V20 OR EQUAL.
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2-POSITION SELECTOR SWITCH, 120V, NEMA 4X, ON-OFF, 10A RATED CONTACTS, SQUARE D, CLASS 9001.
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COMPONENT SCHEDULE
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ITEM
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PILOT LIGHT, 120V, LED, NEMA 4X, LENS TINT AS SHOWN, SQUARE D, CLASS 9001 TYPE SKP
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120V RELAY, 3PDT, 11-PIN OCTAL SOCKET MOUNT WITH PILOT LIGHT SQUARE D TYPE KP13P14V20.
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PILOT LIGHT, PUSH TO TEST, 120V, LED, NEMA 4X, LENS TINT AS SHOWN SQUARE D CLASS 9001, TYPE SKT
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DIN RAIL MOUNTED POWER CONDITIONER. HARDWIRED SOLA CVW SERIES, 1kVA, 120V, ±1% REGULATION. P/N 22-23-210-8.
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2-POLE, SINGLE PHASE, 600V, COMBINATION MOTOR CONTROLLER WITH NEMA SIZE 00 FVNR CONTACTOR SUITABLE FOR GROUP MOTOR PROTECTION. PROVIDE WITH O/L AND AUX CONTACT SETS AS REQUIRED. CUTLER-HAMMER N307UNSAX3N OR EQUAL W C320TR11 TRIP AND C3320SA20 AUX
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MULTI-POLE CONTACTOR, 120V COIL, 20A RATED CONTACTS. # OF CONTACTS AS REQUIRED.
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ALARM STROBE, 120V, FEDERAL ELECTRA FLASH #141 W/ RED LEXAN DOME.
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3-POSITION SELECTOR SWITCH, 120V, NEMA 4X, HAND-OFF-AUTO, WITH SPRING RETURN FROM HAND TO OFF POSITION, SQUARE D, CLASS 9001 TYPE SKS63B .
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INTEGRAL POWER DISTRIBUTION.
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120V, PANEL HEATER W/ INTEGRAL THERMOSTAT WATTAGE AS REQUIRED, HOFFMAN SERIES #D-AH.
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NORMALLY OPEN PUSHBUTTON, 120V, 10A, NEMA 4X, SQUARE D CLASS 9001, TYPE SKR1 - CONTACT BLOCKS AS REQUIRED.
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CLASS 1, DIVISION 2 RATED START/STOP PUSHBUTTON CONTROL, HERMETICALLY SEALED 10 NO/NC CONTACTS. KILARK FXCS 1B4
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DIN RAIL MOUNTED TERMINAL BLOCK RELAY 2P, 24VDC. ALLEN BRADLEY 700-HL-T-1-2-Z24-X.
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ADJUSTABLE TIME DELAY RELAY, 1.2-120 MINUTE ON DELAY, 120V, DPDT, SQUARE D, CLASS 9050 TYPE JCK19V20 OR EQUAL.
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#
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12
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13
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14
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17
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18
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SEE E1 FOR FIELD MOUNTED ELECTRICAL EQUIPMENT SCHEDULE.
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - LEGEND-E1-E2.dwg
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REVISION
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NO.
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DATE
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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ELECTRICAL CONTROL SPECIFICATIONS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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NOT USED
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15
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NOT USED
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16
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1/29/2020
ɸ
ɸ
···
NOTES
ɸ
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
EE-7
879
E3
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M
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100/2
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120/240V 1ɸ FROM FROM TATITLEK ELECTRIC UTILITY. SEE PANEL SCHEDULE FOR LOADING INFO
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20/1
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20/1
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15/1
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20/1
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GFI
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GFI
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SPILL RESPONSE CONNEX LIGHTING
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DISPENSER PAD AND AREA LIGHTING
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DISTRIBUTION PANEL "A"
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CONTROL PANEL "CP-1" SEE E10 FOR DETAILS
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50/2
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20/1
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20/1
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SPARE
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SPARE
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DISPENSER ENCLOSURE LIGHTING
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CONNECT TO TANK GROUND RING. SEE 1/E5
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4
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3/4"X10' COOPER CLAD STEEL GROUND RODS CONNECTED WITH #2 bCU. BOND GROUND TO SERVICE USING #6 bCU. 1-1/2"C, 3#2 XXHW-2 CU, COORDINATE WITH LOCAL UTILITY FOR POWER SUPPLY CONNECTION. 120/240V, 100A METER MAIN COMBO. 100A, 120/240V, 1ɸ, 3 WIRE, 20 SPACE NEMA 12 SURFACE , 3 WIRE, 20 SPACE NEMA 12 SURFACE MOUNT PANEL. PROVIDE PLACARD ON MAIN (CONFIRM WITH ENGINEER AFTER INSTALLATION): AIC = 4,45A (INFINITE BUS) VOLT = 120/240 PPE = LEVEL 1 LIGHTING CONTACTOR, 120V COIL. HOA, NEMA 12 ENCLOSSURE WITH REMOTE PHOTOELECTRIC CONTROL. 2P-20A RATED CONTACTS, SQUARE D 8903SMAV102C OR EQUAL.
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1
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EXT
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INT
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15/2
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15/2
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15/2
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BASEBOARD HEATER
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BASEBOARD HEATER
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BASEBOARD HEATER
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HOSE REEL WINDER
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PANEL "A" SCHEDULE
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LOCATION: SPILL RESPONSE CONEX
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240/120V
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1ɸ , 3 WIRE , 3 WIRE
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0
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SERVED FROM: TATITLEK ELECTRIC UTILITY
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100A MAINS
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NEMA 3R
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POLE
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AMP
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LOAD
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POLE
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MLO
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POLE
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LOAD
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AMP
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POLE
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#
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TRIP
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DESCRIPTION
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Kva
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L1
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L2
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kVA
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DESCRIPTION
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TRIP
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#
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1
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20/1
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RECEPTACLES
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0.2
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4.3
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4.1
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CP-1
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50/2
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2
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3
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20/1
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CONEX LIGHTING
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0.3
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4.4
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4.1
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4
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5
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20/1
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DISPENSER AREA LIGHTING
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0.6
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1.6
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1.0
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1KW BASEBOARD HEATER
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15/2
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6
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7
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15/2
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0.5KW BASEBOARD HEATER
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0.5
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1.5
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1.0
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8
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9
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0.5
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1.5
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1.0
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1KW BASEBOARD HEATER
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15/2
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10
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11
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20/1
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SPARE
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0.0
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1.0
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1.0
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12
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13
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20/1
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SPARE
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0.0
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0.0
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0.0
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POS RTU AND PANEL
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20/1
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14
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15
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0.0
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0.0
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0.0
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SPARE
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20/1
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16
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17
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0.0
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0.0
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0.0
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18
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19
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0.0
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0.0
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0.0
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20
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7.4
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6.9
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TOTAL kVA =
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14.3
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kVA
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* = GFCI CIRCUIT BREAKER
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TOTAL AMPS @ 240V =
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59.6
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A
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BULK FUEL POWER ONE-LINE
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SCALE: NTS
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1
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PANEL SCHEDULE
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SCALE: NTS
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2
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WP
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - ONE-LINE-E4.dwg
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REVISION
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DATE
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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POWER ONE-LINE & PANEL SCHEDULES
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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25kVA 12,470/7200:120/240V PAD MOUNT/OIL FILLED TRANSFORMER
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B
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B
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B
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A
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A
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2
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5
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5
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"LC"
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6
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6
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OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
EE-7
879
E4
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MV
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MV
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MV
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*
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ELECTRICAL SITE PLAN
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1
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DIESEL HOSE REEL
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DISPENSER TANKS
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RETAIL DISPENSER
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - SITE PLAN-E5.dwg
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REVISION
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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ELECTRICAL SITE PLAN
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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EMERGENCY SPILL CONNEX DISTRIBUTION, DISPENSER AND PUMP CONTROLS AND POS INTERFACE EQUIPMENT.
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PROVIDE POS INTERFACE AND RETAIL COMPONENTS PER SPECIFICATIONS. PROVIDE 120V DEDICATED POWER SUPPLY.
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PROVIDE SURGE PROTECTOR FOR COAX. PROVIDE #6 BCU DOWN LEAD AND #3/4x10' GROUND ROD. BOND TO BUILDING GROUND.
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TATITLEK ELECTRIC UTILITY TRANSFORMER
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GRAPHIC SCALE
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SEE
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E5
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FOR GROUNDING PLAN
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SEE
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E6
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FOR ELECTRICAL PLAN
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SEE
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E7
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FOR AREA CLASSIFICATION
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SERVICE CONNECTION SEE ONE LINE SHEET E3E3
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WOOD POLE FOUNDATION
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NO SCALE
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2
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6'-6" FOR 45' POLE 6'-0" FOR 35' POLE
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BACKFILL INTERSTITIAL SPACE WITH NATIVE/NFS MATERIAL IN 6" LIFTS.
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PERFORMANCE REQUIREMENTS FOR POINT OF SALE SYSTEM ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 1.COORDINATION WITH THE POS EQUIPMENT VENDOR AND THE OWNER AS REQUIRED. COORDINATION WITH THE POS EQUIPMENT VENDOR AND THE OWNER AS REQUIRED. 2.PROVIDING ELECTRICAL SUPPORT FOR THE COMPONENTS RELATED TO THE POS, PROVIDING ELECTRICAL SUPPORT FOR THE COMPONENTS RELATED TO THE POS, CONTROL PANEL, CARD READER, FUEL DISPENSER AND COMMUNICATIONS. 3.PROVIDING INTERFACE BETWEEN CP, CARD READER, DISPENSER AND POS SYSTEM. PROVIDING INTERFACE BETWEEN CP, CARD READER, DISPENSER AND POS SYSTEM. 4.PROVIDING INSTALLATION, INCLUDING DATA AND POWER FOR POS MODULES AT PROVIDING INSTALLATION, INCLUDING DATA AND POWER FOR POS MODULES AT EMERGENCY SPILL CONNEX, REMOTE RETAIL COUNTER. 5.ANTENNA POLES, INSTALLATION OF COAX AND ANTENNAS PER MANUFACTURERS ANTENNA POLES, INSTALLATION OF COAX AND ANTENNAS PER MANUFACTURERS REQUIREMENTS. INSTALLATION TO INCLUDE GROUNDING AND SURGE PROTECTION AT STRUCTURE PENETRATIONS. 6.PROVIDE OPERATOR TRAINING FOR THE POS, CARD READER AND DISPENSER SALES PROVIDE OPERATOR TRAINING FOR THE POS, CARD READER AND DISPENSER SALES SYSTEM DURING STARTUP AND COMMISSIONING. 7.PROVIDE AS-BUILT REDLINE DRAWINGS SHOWING ALL NEW WORK AND INTERFACE PROVIDE AS-BUILT REDLINE DRAWINGS SHOWING ALL NEW WORK AND INTERFACE WITH CP, CARD READER AND DISPENSER. 8.ALL WIRING AND INFRASTRUCTURE INSTALLATION SHALL BE PERFORMED IN ALL WIRING AND INFRASTRUCTURE INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND WHERE NOT EXPLICITLY SPECIFIED THEN IN ACCORDANCE WITH THE APPLICABLE CODE. 9.CONTRACTOR MUST PROVIDE A COMPLETE, SECURE AND OPERABLE POINT OF SALE CONTRACTOR MUST PROVIDE A COMPLETE, SECURE AND OPERABLE POINT OF SALE AND FUEL DISPENSING SYSTEM. SEE TECHNICAL SPECIFICATIONS FOR MORE DETAIL.
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PROVIDE 45' CLASS 4 WOOD POLE FOR POS ANTENNA. SEE 2/E4 FOR POLE FOUNDATION AND GROUNDING. PROVIDE SIMILAR AT THE EMERGENCY SPILL CONNEX.
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DEMOLITION NOTES 1.DISCONNECT/REMOVE SERVICE, PANELBOARD, DISCONNECT/REMOVE SERVICE, PANELBOARD, RECEPTACLES, BRANCH CIRCUITS, AND SUPPORTS. PULL BACK SERVICE LATERAL TO "X" LOCATION SHOWN FOR REUSE. SEE E6.E6..
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POS COMM POLE/ANTENNA SAME AS AT PROPOSED TRIBAL OFFICE BUILDING
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1
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1/29/2020
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PROPOSED TRIBAL OFFICE BUILDING
NOTES
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
EE-7
879
E5
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MV
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MV
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MV
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B
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B
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B
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PC
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ST
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LC
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B
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B
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B
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S
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T
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T
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PC
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ST
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LC
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GROUND CLAMP
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14"X14"X18"D UNDERGROUND JUNCTION BOX WITH CAST COVER.
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FINISHED GRADE
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STONE DRAIN
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BOND GROUND TO PIPE. SEE NOTE 5 FOR TYPE OF BOND. #2 bCU GROUND RING BURIED MIN 30" BELOW GRADE. #2 bCU GROUND CONDUCTOR BURIED 6" BELOW GRADE. #6 bCU JUMPER. TYPICAL CONNECTION TO RING. BELOW GRADE BOND: EXOTHERMIC WELDMENT ABOVE GRADE BOND: FENCEPOST/STAIRS, SPLIT BOLT TANK SKID: EXOTHERMIC WELDMENT, DO NOT WELD TO TANK, TOUCH UP AND PAINT AREA AFFECTED WHEN WELD IS COMPLETE. #6 BRAID ON HINGED POST. EXTEND #6 GROUND TO BARBED WIRE AND BOND AT ALL CORNERS AND WHERE SHOWN. PROVIDE ATTACHMENT POINT FOR GROUND REEL AT FLEET DISPENSER. COORDINATE LOCATION AND CONNECTION MEANS WITH GROUND REEL SUPPLIER. GROUND TEST POINT, SEE 3/E6 FOR DETAILS. GROUND DUAL DISPENSER PER MANUFACTURER RECOMMENDATIONS. 1"C, 4#6 (2H, N, G) SEE E6 FOR CONDUIT ROUTING TO TANK AND E6 FOR CONDUIT ROUTING TO TANK AND FOR CONDUIT ROUTING TO TANK AND DISPENSER AREAS. 1"C, POS RESPONSE SIGNALS PER MANUFACTURER. 1"C, DATA LINKS FOR CARD READER AND DISPENSER. LM400 ARMORED COAX FOR "ZIPLINE" TELEMETRY. GROUNDED SURGE ARRESTOR. YAGI ANTENNA ATOP WOOD POLE, SEE E4. E4. . 1KW CHROMALOX BASEBOARD HEATERS. ICH48100 PCN# 228128 0.5KW CHROMALOX BASEBOARD HEATERS. ICH28050 PCN# 228048 EXTEND GROUND TO SPLICE POINT J-BOX. BOND TO COVER. #6bCU IN CONDUIT, SEE NOTE 21, SHEET E6.E6..
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7
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8
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9
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10
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TYP
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HOSE REEL ENCLOSURE
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RETAIL DISPENSER
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T1B
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T1A
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TYP
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TYP
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TYP
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TYP
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TYP
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GROUNDING PLAN
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SCALE: GRAPHIC
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1
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GRAPHIC SCALE
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0
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SCALE IN FEET
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10
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10
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20
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GROUND TEST POINT ELEVATION
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SCALE: NTS
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2
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - GROUNDING PLAN-E6.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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DATE
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File:
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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GROUNDING PLAN
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NCP
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NCP
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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10
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11
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12
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13
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14
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15
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16
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17
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SPILL RESPONSE CONNEX PLAN
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SCALE: GRAPHIC
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3
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GRAPHIC SCALE
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0
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SCALE IN FEET
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2
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2
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4
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12
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GFI/WP
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A-1
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14
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A-14
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A-6,8
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13
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A-1
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A-6,8
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A-10,12
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+48"
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A-2,4
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SPILL CONTINGENCY EQUIPMENT
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"A"
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POS PANEL AND RTU
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"CP"
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A-3
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17
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SEE C13 FOR TRENCH DETAILC13 FOR TRENCH DETAIL FOR TRENCH DETAIL
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18
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19
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GFI/WP
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20
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72" #6 BRAID
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PHOTOCELL/ALARM MOUNTING DETAIL
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SCALE: NTS
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4
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CONNEX INTERIOR
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CONNEX EXTERIOR
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PHOTOCELL OR ALARM STROBE
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CONDULET BODY
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1-5/8" STRUT WITH CONDUIT SUPPORT EQUIPMENT
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LB FITTING
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LIGHTING CONTACTOR OR "CP"
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LIGHTING CONTACTOR. SEE NOTE 6, E3E3
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SEE DETAIL 4 FOR MOUNTING
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SEE DETAIL 4 FOR MOUNTING
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A-5
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TO SITE LIGHTING, SEE NOTE 5, SHEET E6E6
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OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
EE-7
879
E6
NOTES
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MV
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MV
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MV
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1/3
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1/3
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1/3
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J
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J
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J
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J
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J
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J
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J
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J
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J
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J
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J
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ST
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2"%%C
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2"%%C
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J
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J
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ELECTRICAL PLAN
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GRAPHIC SCALE
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1
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T1B GASOLINE
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T1A DIESEL
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SPILL RESPONSE CONNEX SEE E5.E5..
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0
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4'
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8'
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4'
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - ELECTRICAL PLANS_Nov2019.dwg
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REVISION
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NO.
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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TANK FARM ELECTRICAL PLAN
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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TO CP
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DUAL-PRODUCT DISPENSER
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PROVIDE ADDITIONAL CONDUIT SEALOFF AT 18" (HORIZONTAL) FROM THE DISPENSER
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4
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SEE DETAIL 2, THIS SHEET
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SEE C5 FOR SITE PLANC5 FOR SITE PLAN FOR SITE PLAN
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ESD +48"
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GF/WP
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MV-3
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CARD READER
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"CP"
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"A"
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DISPENSER SHELTER PLAN
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SCALE: NTS
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2
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TO ESD
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TO LIGHTING
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3/4"C, 7#14(H, N, G, 4SIGNAL).
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3/4"C, 5#14(H, 3SIGNAL, G).
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1-1/4"C, 17#14(3H, 2N, 11SIGNAL, G).
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3/4"C, 3#12(2ESD, G).
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3/4"C,3#10(SWITCHLEG, N, G,).
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1 1/2"C, 19#12(3H, 3N, G, 12SIGNAL).
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1"C, 5#10(4H, G).
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1"C, CARD READER AND DISPENSER I/O CABLE
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3/4"C, 3#10(2H, G).
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1"C, 10#10(2GAS, 2DIESEL, H, N, G, 3CONTROL).
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1"C, 3#10(2H, G).
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PROVIDE SEALOFFS FOR ALL CONDUITS LEAVING HAZARD CLASSIFICATION AREAS - SEE E7 FOR MORE DETAILS. PROVIDE EXPLOSION PROOF FLEXIBLE COUPLING E7 FOR MORE DETAILS. PROVIDE EXPLOSION PROOF FLEXIBLE COUPLING FOR MORE DETAILS. PROVIDE EXPLOSION PROOF FLEXIBLE COUPLING FOR DEVICES ON T1B (GASOLINE)
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LM400 ARMORED COAX FOR POS SYSTEM RADIO LINK.
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POS RADIO TELEMETRY PANEL. SERVE FROM CP. RUN SIGNAL FROM CARD READER.
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1"C, CARD READER POE CABLE
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1"C, 11#14(2H, N, 7SIG, G)
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1-1/2"C, 27#14(5H, 3N, 18SIG, G)
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1"C, 7#10(6H, G)
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PROVIDE 2'X3'X24" UNDERGROUND J-BOX WITH H2O (TRAFFIC) RATED COVER. LOGO "ELECTRIC SERVICE". EXISTING SERVICE LATERAL CONSITS OF AL URD CABLE IN (HDPE) CONDUIT. TRIM CONDUIT AND LEAVE 36" CABLE. PROVIDE DIRECT BURIAL SPLICE TO SERVE SPILL RESPONSE CONNEX.
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PROVIDE 2"C, 3C2 AL URD AND # 6bCU TO SPLICE AND EXTEND LATERAL TO SPILL RESPONSE CONNEX. BURY NLT 36". PROVIDE LFMC AT METER RISER.
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20
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21
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ESD +48"
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SEE NOTE 13,E5
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SEE E5
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A
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A
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1/29/2020
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DC
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LC
NOTES
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
EE-7
879
E7
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CLASS 1, DIVISION 1
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CLASS 1, DIVISION 2
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CLASSIFICATION LEGEND
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CLASS 1, DIVISION 1 RATING EXTENDS 5' IN ALL DIRECTIONS AROUND GASOLINE TANK VENTS. CLASS 1, DIVISION 2 RATING EXTENDS 10' IN ALL DIRECTIONS OF TANK. THE AREA 18" ABOVE GRADE WITHIN 20' OF DUAL DISPENSER IS CLASS 1, DIVISION 2 RATED. THE AREA INSIDE THE DUAL DISPENSER AND INSIDE AND BELOW THE PAN BASIN IS CLASS 1, DIVISION 1 RATED. THE AREA WITHIN 18" OF DISPENSER SHELTER IS CLASS 1, DIVISION 2 RATED.
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ALL WORK IN CLASSIFIED AREAS SHALL BE DONE IN STRICT COMPLIANCE WITH ARTICLES 500, 501, 514 AND 515 OF THE NATIONAL ELECTRICAL CODE. PROVIDE SEAL-OFFS ON ALL CONDUIT PENETRATING CLASSIFIED LOCATIONS AS REQUIRED BY CODE.
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TANK FARM AREA CLASSIFICATION PLAN PROFILE VIEW
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SCALE: NTS
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GRAPHIC SCALE
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10
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10
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20
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TANK FARM AREA CLASSIFICATION PLANS
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SCALE: GRAPHIC
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2
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TANK CLASSIFICATION PLAN PROFILE VIEW
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SCALE: NTS
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4
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5
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - CLASSIFICATION.dwg
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REVISION
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DATE
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Sheet No.
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BY
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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ELECTRICAL AREA CLASSIFICATION PLAN
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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DISPENSER
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SCALE: NTS
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3
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C1D1 INSIDE DISPENSER & PAN BELOW
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C1D2 TO 18" FROM DISPENSER
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OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
O-14
318
E8
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ALARM
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ACKNOWLEDGE
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R
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DISPENSER
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EMERGENCY
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SHUTDOWN
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B
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CONTROL
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POWER
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R
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TANK FARM
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EMERGENCY
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SHUTDOWN
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G
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GAS
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PUMP
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RUNNING
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R
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GAS
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PUMP
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OVERLOAD
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G
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DIESEL
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PUMP
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RUNNING
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R
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DIESEL
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PUMP
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OVERLOAD
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DIESEL
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H
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O
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A
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GAS
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H
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O
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A
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TATITLEK
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PUMP CONTROL
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AND ALARM PANEL
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FUEL TANK
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LEVEL STATUS
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CONTROL POWER
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PUMP CONTROL PUMP OPERATES BASED ON DISPENSER OR FLEET VALVE/START COMMAND. PUMP WILL STOP WHEN SWITCH IS RELEASED. EMERGENCY OPERATION: DISPENSER PUMPS CAN BE RUN BY HOLDING THE HOA SWITCH IN HAND. THE SWITCH IS SPRING LOADED AND MUST BE HELD ON FOR PUMP TO RUN.
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DISPENSER
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GAS PUMP
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DISPENSER
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DIESEL PUMP
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G
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DIESEL
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PUMP
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RUNNING
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R
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DIESEL
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PUMP
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OVERLOAD
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DIESEL
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H
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O
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A
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HOSE REEL
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DIESEL PUMP
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MAIN BREAKER LOCATED INSIDE PANEL. CONTROL POWER SWITCH ONLY DISABLES PUMP AND VALVE POWER. CAUTION! ALL ALARMS, ESD ALARMS, ESD CONTROL AND VALVE AND PANEL HEATERS WILL REMAIN ENERGIZED WHEN CONTROL POWER SWITCH IS OFF.
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R
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GAS DISPENSE
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TANK T1B
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HIGH
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R
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DIESEL DISPENSE
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TANK T1A
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HIGH
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B
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GAS DISPENSE
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TANK T1B
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FULL
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B
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DIESEL DISPENSE
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TANK T1A
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FULL
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A
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GAS DISPENSE
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TANK T1B
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LOW
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A
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DIESEL DISPENSE
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TANK T1A
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LOW
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R
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DIESEL
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PUMP
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TIMEOUT
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CONTROL
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OFF
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ON
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A
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MV-3
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OPEN
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B
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MV-3
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CLOSED
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A
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MV-2
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OPEN
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B
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MV-2
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CLOSED
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A
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MV-1
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OPEN
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B
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MV-1
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CLOSED
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E S D
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PUMP
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START
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PUMP
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STOP
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The control panel provides critical high alarms for the two product dispensing tank, and operates the gasoline and diesel retail dispensing pumps, the hose reel diesel pump and provides emergency shutdown for the entire fuel system. ALARMS Each tank is equipped with a CRITICAL HIGH (LSHA - XX) Level Float switch that, when fuel reaches its level, opens a circuit (fail safe) and causes an alarm horn/strobe to signal a CRITICAL HIGH Level has been reached. The CRITICAL HIGH Level condition is indicated on the front of the panel as well, identifying the tank(s) with high level(s). The operator can acknowledge the alarm by pressing the ALARM ACKNOWLEDGE button on the control panel. This extinguishes the strobe and silences the horn, but the front panel light will remain illuminated until sufficient fuel is drained from the tank to drop its fuel level below the CRITICAL HIGH float's sensing point. At that time the front panel light will extinguish.` The control logic for alarms is set up so that each new alarm condition will cause the audible and visual alarms to annunciate, regardless of any existing (acknowledged) alarm conditions. The Emergency shutdown system, when engaged, will cause the alarm horn/strobe to be energized. There are three emergency shutdown stations; one by the dispenser, one by the spill control equipment building and one at the hose reel. The alarm is enabled by pushing the ESD button and is extinguished by pulling the Emergency push button "out", clearing the signal. When an ESD button is pushed, all powered conductors to the dispensers are disconnected and all pumps are shut down. The motorized valves are all sent a CLOSE signal and after a brief time delay to allow them to close they too will be disconnected from all current carrying conductors. Lighting and alarms are NOT de-energized and will remain active. DISPENSING PUMPS The dispenser pumps can be operated manually or by the dipsenser. The following applies to both the Gas and Diesel systems. The dispensing tanks are equipped with Low Level Floats (LSL). If tank fuel level drops below the float, the associated pump will stop until transfer is completed. Manual Operation By placing (and holding) the HOA switch in the HAND position, the dispenser pump will start and run. Its RUN light will turn on and the pump will continue running until either it experiences an overload condition where either the panel mounted motor starter control is opened internally, or an internal temperature sensor in the motor detects an overheat condition or the operator releases the HOA switch. If a panel-based overload causes the shutdown, a pilot light on the panel front will be energized (no other indication will be given, other than the pump stopping). A RESET pushbutton on the pump motor starter located inside the panel must be pressed to clear the overload relay in order to allow the pump to restart. The HOA switch is spring loaded so that upon release it will return to OFF from the HAND position. The HAND or manual mode is provided for maintenance and testing however it could be used to operate the Fleet Dispensing system in the event of control failure. Auto Operation By placing the HOA switch in AUTO, the pumps are under control of the dispenser "hook" switch. Lifting the nozzle from the dispenser starts the pump. Hose Reel Pump Setting the valve counter to the desired amount will enable the system. Press START to begin flow. The pump stops when the valve setting is reached.
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ALARM AND PUMP CONTROL NARRATIVE
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TANK FARM PANEL CP LAYOUT
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SCALE: NTS
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1
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TANK HOSE REEL CONTROL LAYOUT
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SCALE: NTS
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2
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1
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - CP1.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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PANEL CP LAYOUT & NARRATIVE
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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1
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3
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3
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13
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5
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3
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3
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3
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5
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3
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3
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11
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3
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13
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3
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12
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1/29/2020
1E6
See
E9
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
O-14
318
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Pump Controls See E9-16
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Dual Product Tank T1 A/B
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HOSE REEL DIESEL PUMP P-1
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Panel Heater
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Control Panel "CP" See E9 for layout and narrative.
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DISPENSER
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15/2
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15/2
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15/1
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10/1
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10/1
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10/1
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15/1
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10/1
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60/2
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Power Conditioner
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ESD
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TOTAL CONNECTED LOAD = A @ 240v ESTIMATED MAXIMUM DEMAND BASED ON AUTO LOCKOUT FEATURES= 27A @ 240V
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INCOMING SUPPLY 120/240V SINGLE PHASE
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3/4
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3/4
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3/4
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DIESEL DISP PUMP P-2
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GAS DISP PUMP P-3
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VSD
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MV1
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MV2
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MV3
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15/2
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HOSE REEL DIESEL
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DIESEL DISP
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GAS DISP
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G
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N
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AC2
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AC1
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L1
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L10
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LN1
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LN2
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LN3
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L10
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N10
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P1
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P2
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P3
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CRS 100-2
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Acknowledge
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4
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N1
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ST
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CRS T1A-2
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Acknowledge
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CRS T1B-2
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Acknowledge
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CONTROL POWER SEE DETAIL 1 THIS SHEET FOR PANEL ONE LINE
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ESD
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T30
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DISPENSER ESD
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ESD
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T10
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CP ESD
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ESD
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HS T30-2
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ESD
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HS T10-1
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HS CPK-1
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ACKNOWLEDGE
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CRS
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100
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CRS 100-1
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R
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YAL
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T30
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DISPENSER
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EMERGENCY
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SHUTDOWN
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R
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YAL
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T10
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TANK FARM
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EMERGENCY
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SHUTDOWN
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KSD
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100
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Valve Close Delay
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KSD 100-1
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VSD
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100
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1
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L1
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L1
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N1
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3
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L1
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CRS
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CPK
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CRS CPK-1
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ESD T30-1
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ESD T10-1
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ESD 100-1
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ESD
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ESD T30-2
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ESD T10-2
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ESD
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T31
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ESD
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T11
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ESD
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101
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DISPENSER AND HOSE REEL RELAYS
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CP ESD RELAYS
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MULTIPOLE ALARM ACKNOWLEDGE RELAY
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TANK FARM ESD (POLE)
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ESD
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HS T30-1
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2
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1
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ESD ALARM SILENCE RELAY
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VALVE POWER OFF DELAY ON ESD
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VALVE POWER RELAY, 20A MULTIPOLE
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ESD T30-3
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ESD
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100
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ESD T10-3
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ESD SHUTDOWN RELAYS
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TYP
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5
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1
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1
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1
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LHH T1A-2
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Diesel Dispenser Tank Critical High
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LHH T1B-2
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Gas Dispenser Tank Critical High
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TYP
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9
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10
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4
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L1
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10/1 CIRCUIT BREAKER L1 SEE 1/E12
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LADDER 120V
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N1
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POWER SUPPLY NEUTRAL
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LADDER NEUTRAL
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L1
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HS T30-2
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L1
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HS T10-1
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L1
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T1A FLOAT SWITCH POWER
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L1
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T1B FLOAT SWITCH POWER
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1
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HS T30-2
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2
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HS T30-1
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3
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HS T10-1
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5
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LSHA T1A
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6
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LSH T1A
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7
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LSL T1A
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8
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9
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10
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MV-3 OPEN
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14
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DIESEL VALVE OPN IND
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15
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DIESEL VALVE CLS IND
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16
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DIESEL DISPENSER ENABLE
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L10
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DISPENSER POWER
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N10
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DISPENSER NEUTRAL
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L11
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DISPENSER KIOSK LIGHT POWER
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N11
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DISPENSER KIOSK LIGHT NEUTRAL
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L10E
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CONDITIONED POWER TO DISPENSER
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N10E
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CONDITIONED POWER TO DISPENSER
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L11E
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DISPENSER KIOSK LIGHTS
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N11E
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DISPENSER KIOSK LIGHTS
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17
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DIESEL DISPENSER RELAY
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N1
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ALARM HORN/STROBE
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LADDER NEUTRAL
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4
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ALARM HORN/STROBE
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11
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MV-3 CLOSE
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12
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MV-3 VALVE HEATER
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13
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MV-3 NEUTRAL
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TYP
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11
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CP-1 AND FIELD EQUIPMENT POWER ONE-LINE
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SCALE: NTS
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1
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CP-1 WIRE LIST
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SCALE: NTS
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2
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18
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LSHA T1B
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19
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LSH T1B
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20
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LSL T1B
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21
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22
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MV-1 OPEN
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26
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HOSE REEL VALVE OPN IND
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27
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HOSE REEL VALVE CLS IND
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23
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MV-1 CLOSE
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24
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MV-1 VALVE HEATER
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25
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MV-1 NEUTRAL
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28
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MV-2 OPEN
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32
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GAS VALVE OPN IND
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33
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GAS VALVE CLS IND
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29
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MV-2 CLOSE
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30
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MV-2 VALVE HEATER
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31
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MV-2 NEUTRAL
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34
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GAS DISPENSER ENABLE
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35
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GAS DISPENSER RELAY
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - CP1.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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PANEL CP ONE-LINE AND WIRE LIST
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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G
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P1
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DIESEL HOSE REEL PUMP P-1
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P1
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DIESEL HOSE REEL PUMP P-1
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G
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P2
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DIESEL DISPENSER PUMP P-2
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P2
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DIESEL DISPENSER PUMP P-2
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G
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P3
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GAS DISPENSER PUMP P-3
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P3
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GAS DISPENSER PUMP P-3
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36
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HOSE REEL STOP
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37
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HOSE REEL RUN
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38
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HOSE REEL START
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N10
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DISPENSER NEUTRAL
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LM1
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MV-1 POWER SUPPLY
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NM1
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MV-1 POWER SUPPLY NEUTRAL
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LM2
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MV-2 POWER SUPPLY
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NM2
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MV-2 POWER SUPPLY NEUTRAL
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LM3
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MV-3 POWER SUPPLY
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NM3
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MV-3 POWER SUPPLY NEUTRAL
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1/29/2020
E10
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
O-14
318
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B
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YL
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100
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CONTROL
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POWER
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CONTROL POWER SWITCH
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13
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R
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YLHH
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T1A
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DIESEL DISPENSER
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TANK T1A
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HIGH
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LHH
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T1A
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LSHA T1A
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CRS
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T1A
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CRS T1A-1
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5
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L1
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1
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E6
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See
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B
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YLH
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T1A
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DIESEL DISPENSER
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TANK T1A
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FULL
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6
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CRS CPK-3
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LHH T1A-1
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A
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YLL
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T1A
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DIESEL DISP.
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TANK T1A
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LOW
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7
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LSH T1A
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TANK 1A
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LL T1A-1
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LL
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T1A
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LSL T1A
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ESD 100-2
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ESD 100-3
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MS
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P1
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P1
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P1
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3/4
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MS-P1-1
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MS-P1-2
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ESD enabled circuit
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HOSE REEL PUMP P1
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240v
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O
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A
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H
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A
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H
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A
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R
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TO
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P1
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LL TIA-3
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ESD enabled circuit
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G
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STOP
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START
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36
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38
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37
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KDC-P1-1
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MS-P1-AUX
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TO-P1-1
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KDC
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P1
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R
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O/L P1-2
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KDC-P1-1
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G
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15
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24
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23
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22
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25
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26
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27
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A
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ZLO
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MV1
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MOTORIZED
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HOSE REEL
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VALVE OPEN
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B
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ZLC
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MV1
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MOTORIZED
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HOSE REEL
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VALVE CLOSED
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TO P1-2b
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TO P1-2a
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VSD 100-2
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PUMP CABINET ENCLOSURE
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Note: Field adjust end switch #4 so it closes when valve is open a quarter turn.
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Valve Heater
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Open
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Close
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Note: Field adjust end switch #9 so it closes when valve is fully closed
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1
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12
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11
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6
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3
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2
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8
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9
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MV-1
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VSD 100-1
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1
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E9
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See
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for One-Line
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NM1
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LM1
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120v
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N
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - CP1.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
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3940 ARCTIC BLVD. SUITE 300
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#AECL882-AK
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ALASKA ENERGY AUTHORITY
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1/29/20
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TATITLEK, ALASKA
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AEA BULK FUEL UPGRADES
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DIESEL TANK & DIESEL DISPENSER CONTROLS
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NCP
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KEG
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AH
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A
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ISSUED FOR CONSTRUCTION
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AH
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JAN 2019
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T1A FLOAT (P1&P2) SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
1
AutoCAD SHX Text
MV-1 (P1) SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
3
AutoCAD SHX Text
P1 CONTROL SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
2
AutoCAD SHX Text
SEE DETAIL 1, THIS SHEET
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1/29/2020
E11
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
O-14
318
AutoCAD SHX Text
O/L P2-1
AutoCAD SHX Text
MS
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P2
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P2
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P2
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3/4
AutoCAD SHX Text
MS P2-1
AutoCAD SHX Text
MS P2-2
AutoCAD SHX Text
ESD enabled circuit
AutoCAD SHX Text
Diesel Dispenser Pump P-2
AutoCAD SHX Text
1
AutoCAD SHX Text
E6
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See
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for locations
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Control
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D DISP-1
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O
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H
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H
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A
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A
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O
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R
AutoCAD SHX Text
RLF
AutoCAD SHX Text
P2
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DIESEL DISPENSER
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
OVERLOAD
AutoCAD SHX Text
O/L P2-2
AutoCAD SHX Text
Overload Trip
AutoCAD SHX Text
ESD 101-3
AutoCAD SHX Text
G
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DIESEL DISPENSER
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
RUNNING
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Note: Signal from dispenser is usually a 120V (dispenser power) enable. Neutral may be derived from the dispenser circuit but verify before rough-in or run dedicated pair for each pump.
AutoCAD SHX Text
1
AutoCAD SHX Text
E9
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See
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for One-Line
AutoCAD SHX Text
LL T1A-2
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Tank Low
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CR
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P2
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G
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240v
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15
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D
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DISP
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16
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17
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N10
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DISPENSER
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12
AutoCAD SHX Text
11
AutoCAD SHX Text
10
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13
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14
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15
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A
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ZLO
AutoCAD SHX Text
MV2
AutoCAD SHX Text
MOTORIZED
AutoCAD SHX Text
DIESEL VALVE
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
B
AutoCAD SHX Text
ZLC
AutoCAD SHX Text
MV2
AutoCAD SHX Text
MOTORIZED
AutoCAD SHX Text
DIESEL VALVE
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
CR-P2-1b
AutoCAD SHX Text
CR-P2-1a
AutoCAD SHX Text
VSD 100-4
AutoCAD SHX Text
PUMP CABINET ENCLOSURE
AutoCAD SHX Text
Note: Field adjust end switch #4 so it closes when valve is open a quarter turn.
AutoCAD SHX Text
Valve Heater
AutoCAD SHX Text
Open
AutoCAD SHX Text
Close
AutoCAD SHX Text
Note: Field adjust end switch #9 so it closes when valve is fully closed
AutoCAD SHX Text
1
AutoCAD SHX Text
12
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11
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6
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3
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2
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8
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9
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MV-2
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VSD 100-3
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1
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E9
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See
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for One-Line
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NM2
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LM2
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120v
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N
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J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - CP1.dwg
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REVISION
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NO.
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Designed
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Date
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Drawn
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Approved
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DATE
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File:
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Sheet No.
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BY
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Plot
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PHONE: (907) 562-3252
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ANCHORAGE, ALASKA 99503
AutoCAD SHX Text
3940 ARCTIC BLVD. SUITE 300
AutoCAD SHX Text
#AECL882-AK
AutoCAD SHX Text
ALASKA ENERGY AUTHORITY
AutoCAD SHX Text
1/29/20
AutoCAD SHX Text
TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
AutoCAD SHX Text
DIESEL HOSE REEL & CONTROLS
AutoCAD SHX Text
NCP
AutoCAD SHX Text
KEG
AutoCAD SHX Text
AH
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
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AH
AutoCAD SHX Text
JAN 2019
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P2 CONTROL SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
1
AutoCAD SHX Text
MV-2 (P2) SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
2
AutoCAD SHX Text
1/29/2020
E12
OETATS
49
TH
A
AKSALF
REGI STERED P
ROF E
SSIO
NAL EN
GINEER
Willi
am M
. McD
onald
O-14
318
AutoCAD SHX Text
TANK T1B
AutoCAD SHX Text
R
AutoCAD SHX Text
YLHH
AutoCAD SHX Text
T1B
AutoCAD SHX Text
GAS
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DISPENSER
AutoCAD SHX Text
TANK T1B HIGH
AutoCAD SHX Text
LHH
AutoCAD SHX Text
T1B
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LSHA T1B
AutoCAD SHX Text
CRS
AutoCAD SHX Text
T1B
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CRS T1B-1
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18
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L1
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1
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E6
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See
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B
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YLH
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T1B
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GAS
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DISPENSER
AutoCAD SHX Text
TANK T1B FULL
AutoCAD SHX Text
19
AutoCAD SHX Text
CRS CPK-7
AutoCAD SHX Text
LHH T1B-1
AutoCAD SHX Text
20
AutoCAD SHX Text
LL
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T1B
AutoCAD SHX Text
GAS DISPENSER CRITICAL HIGH
AutoCAD SHX Text
ALARM SILENCE
AutoCAD SHX Text
A
AutoCAD SHX Text
YLL
AutoCAD SHX Text
T1B
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GAS
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DISPENSER
AutoCAD SHX Text
TANK T1B LOW
AutoCAD SHX Text
GAS DISPENSER TANK T1B LOW
AutoCAD SHX Text
LSL T1B
AutoCAD SHX Text
LL T1B-1
AutoCAD SHX Text
LSH T1B
AutoCAD SHX Text
ESD enabled circuit
AutoCAD SHX Text
ESD enabled circuit
AutoCAD SHX Text
O/L P3-1
AutoCAD SHX Text
MS
AutoCAD SHX Text
P3
AutoCAD SHX Text
P3
AutoCAD SHX Text
P3
AutoCAD SHX Text
3/4
AutoCAD SHX Text
MS P3-1
AutoCAD SHX Text
MS P3-2
AutoCAD SHX Text
Gas Dispenser Pump P-3
AutoCAD SHX Text
1
AutoCAD SHX Text
E6
AutoCAD SHX Text
See
AutoCAD SHX Text
for locations
AutoCAD SHX Text
Control
AutoCAD SHX Text
G DISP-1
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
RLF
AutoCAD SHX Text
P3
AutoCAD SHX Text
GAS DISPENSER
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
OVERLOAD
AutoCAD SHX Text
O/L P3-2
AutoCAD SHX Text
Overload Trip
AutoCAD SHX Text
G
AutoCAD SHX Text
GAS DISPENSER
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
RUNNING
AutoCAD SHX Text
G
AutoCAD SHX Text
DISP
AutoCAD SHX Text
34
AutoCAD SHX Text
35
AutoCAD SHX Text
Note: Signal from dispenser is usually a 120v (dispenser power) enable. Neutral may be derived from the dispenser circuit but verify before rough-in or run dedicated pair for each pump.
AutoCAD SHX Text
1
AutoCAD SHX Text
E9
AutoCAD SHX Text
See
AutoCAD SHX Text
for One-Line
AutoCAD SHX Text
LL T1B-2
AutoCAD SHX Text
Tank Low
AutoCAD SHX Text
CR
AutoCAD SHX Text
P3
AutoCAD SHX Text
G
AutoCAD SHX Text
N10
AutoCAD SHX Text
240v
AutoCAD SHX Text
15
AutoCAD SHX Text
DISPENSER
AutoCAD SHX Text
30
AutoCAD SHX Text
29
AutoCAD SHX Text
28
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
A
AutoCAD SHX Text
ZLO
AutoCAD SHX Text
MV3
AutoCAD SHX Text
MOTORIZED
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
B
AutoCAD SHX Text
ZLC
AutoCAD SHX Text
MV3
AutoCAD SHX Text
MOTORIZED
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
CR-P3-1b
AutoCAD SHX Text
CR-P3-1a
AutoCAD SHX Text
VSD 100-6
AutoCAD SHX Text
PUMP CABINET ENCLOSURE
AutoCAD SHX Text
Note: Field adjust end switch #4 so it closes when valve is open a quarter turn.
AutoCAD SHX Text
Valve Heater
AutoCAD SHX Text
Open
AutoCAD SHX Text
Close
AutoCAD SHX Text
Note: Field adjust end switch #9 so it closes when valve is fully closed
AutoCAD SHX Text
1
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
9
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MV-3
AutoCAD SHX Text
VSD 100-5
AutoCAD SHX Text
1
AutoCAD SHX Text
E9
AutoCAD SHX Text
See
AutoCAD SHX Text
for One-Line
AutoCAD SHX Text
NM3
AutoCAD SHX Text
LM3
AutoCAD SHX Text
120v
AutoCAD SHX Text
N
AutoCAD SHX Text
J:\JobsData\30413.00 Tatitlek Bfu Ca\00 CADD\01 Working Set\03 Electrical\30413.00 - CP1.dwg
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
Designed
AutoCAD SHX Text
Date
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Approved
AutoCAD SHX Text
DATE
AutoCAD SHX Text
File:
AutoCAD SHX Text
Sheet No.
AutoCAD SHX Text
BY
AutoCAD SHX Text
Plot
AutoCAD SHX Text
PHONE: (907) 562-3252
AutoCAD SHX Text
ANCHORAGE, ALASKA 99503
AutoCAD SHX Text
3940 ARCTIC BLVD. SUITE 300
AutoCAD SHX Text
#AECL882-AK
AutoCAD SHX Text
ALASKA ENERGY AUTHORITY
AutoCAD SHX Text
1/29/20
AutoCAD SHX Text
TATITLEK, ALASKA
AutoCAD SHX Text
AEA BULK FUEL UPGRADES
AutoCAD SHX Text
GAS TANK & GAS DISPENSER CONTROLS
AutoCAD SHX Text
NCP
AutoCAD SHX Text
KEG
AutoCAD SHX Text
AH
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AH
AutoCAD SHX Text
JAN 2019
AutoCAD SHX Text
TO E12E12
AutoCAD SHX Text
TO E12E12
AutoCAD SHX Text
T1B FLOAT (P3) SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
1
AutoCAD SHX Text
MV-3 (P3) SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
3
AutoCAD SHX Text
P3 CONTROL SCHEMATIC
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
2
AutoCAD SHX Text
1/29/2020