1 View Name 1/8" = 1'-0"A101

Room name

GENERAL SYMBOLS

NAME

NUMBER

SHEET LOCATION

SCALE

TRUE NORTH

GRID LINE

ROOM NAME

ROOM NUMBER

PLAN NORTH

REVISION

SEE DISCIPLINES FOR SPECIFIC SYMBOLS

PROJECT TEAM

OWNERS REPRESENTATIVE

DPW FORT WAINWRIGHT

POINT OF CONTACT: MATTHEW MCBRIDE

DPW, Fort Wainwright, AK 907 361-7700 matthew.n.mcbride.civ@army.mil

DESIGNERS REPRESENTATIVE

DESIGN ALASKA

POINT OF CONTACT: BLAKE BURLEY

601 COLLEGE ROAD

FAIRBANKS, AK 99701

907 452-1241 blake@designalaska.com

VICINITY MAP

PROJECT

LOCATION

M O

NTG

O

M

ERY RD

B A D

G E R

R

DOLD BADGER RD

ALASKA MAP

PACIFIC OCEAN

ARCTIC OCEAN

BERING

SEA

KODIAK

ARCTIC CIRCLE

SEWARD

SITKA

JUNEAU

HAINES

WHITEHORSE YT

DAWSON YT

HAINES

JCT

HOMER

ANCHORAGE

EAGLE

CORDOVA

VALDEZ

GLENNALLEN

TOK

NORTH

POLE

FAIRBANKS

NENANA

TANANA

CIRCLE

NOME

KOTZEBUE

UTQIAGVIK

(BARROW)

PRUDHOE BAY

U N

IT

E

D S

T A

T E

S

R U

S S

IA

U N

IT

E

D S

T A

T E

S C

A N

A D

A

PROJECT

LOCATION

CODE INFORMATION

GOVERNING CODES

GOVERNING CODES

UFC DOD BUILDING CODE UFC 1-200-01

UFC CIVIL ENGINEERING UFC 3-201-01

UFC LANDSCAPING UFC 3-201-02

UFC FIRE PROTECTION FOR FACILITIES UFC 3-600-01

UFC DESIGN: PETROLEUM FUEL FACILITIES UFC 3-460-01

UFC PETROLEUM FUEL SYSTEMS MAINTENANCE UFC 3-460-03

UFC ELECTRICAL ENGINEERING UFC 3-501-01

UFC INTERIOR AND EXTERIOR LIGHTING SYSTEMS UFC 3-530-01

AND CONTROLS

UFC LIGHTING AND STATIC ELECTRICITY UFC 3-575-01

PROTECTION SYSTEMS

IES ILLUMINATION ENGINEERING SOCIETY

INTERNATIONAL BUILDING CODE IBC - 2024

INTERNATIONAL MECHANICAL CODE IMC - 2024

FIRE CODE NFPA 1 - 2021

NATIONAL ELECTRICAL CODE NFPA 70 - 2020

NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 72 -

LIFE SAFETY CODE NFPW 101

FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE NFPA 30 - 2021

CODE FOR MOTOR FUEL DISPENSING FACILITIES NFPA 30A - 2021

AND REPAIR GARAGES

INSTALLATION OF LIGHTNING PROTECTION SYSTEMS NFPA 780

AUTHORITY HAVING JURISDICTION

FORT WAINWRIGHT

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

12/18/2025 9:25:45 AM

GENERAL

INFORMATION

G010

REPLACE FUEL

TANKS B2096

482503

19 DEC 2025

SHEET INDEX

DPW FORT WAINWRIGHT

DPW-24035-4J

FORT WAINWRIGHT, AK

REPLACE FUEL TANKS B2096

1. GENERAL

G010 GENERAL INFORMATION

2. CIVIL

C001 HAUL ROUTE

C100 EXISTING CONDITIONS AND DEMOLITION PLAN

C200 SITE IMPROVEMENTS

C700 DETAILS

5. MECHANICAL

M001 MECHANICAL ABBREVIATIONS, LEGENDS, SCHEDULES, NOTES, AND

SPECIFICATIONS

M002 MECHANICAL SIGNAGE SCHEDULE

M201 MECHANICAL DETAILS

7. ELECTRICAL

E001 LEGEND, SCHEDULES, AND DETAILS

E002 SITE PLAN, SPECIFICATIONS AND DETAILS

X

TANANA

MIDDLE

SCHOOL

RED

LAST

FRONTIER

FIRE

STATION

CROSS

OUTDOOR

REC

AUTO

SKILLS

SCHOOL AGE

SERVICES

ARCTIC LIGHTS

ELEMENTARY

SCHOOL

STATION

SUB-

X X

X

LADD

ELEMENTARY

SCHOOL

TRAINOR

GATE

BIRCHWOOD

HOUSING

CHENA COVE

RECREATION

AREA

YOUTH

CENTER

FIRE

EDUCATION

CTR

STATION

BASSETT

ARMY

HOSPITAL

FIREGSAB HANGAR

STATION

CHENA BEND

GOLF COURSE

POST

OFFICE

EXCHANGE

COMMISSARY

BADGER

GATE

WELCOME

CENTER

OBSTACLE

COURSE

MEMORIAL

PARK

FIRE

TRAINING

AREA

CHENA RIVER

TRAINOR GATE ROAD

RIVER ROAD

DRIVING

RANGE

STEESE HWY

ORGANIC & BRUSH

DISPOSAL LOCATION

CONTAMINATED SOIL

STOCKPILE LOCATION

WOODCHIP DISPOSAL

LOCATION

PROJECT AREA

CLEAN SOIL

DISPOSAL SITE

HUAL ROUTE1

C001 1"=1000'

482503

19 DEC 2025

COMM. NUMBER

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601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPLACE FUEL

TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

08-Jan-2026

1/8/2026 1:46 PM 482503 C001 HAUL ROUTE.DWG

482503

19 DEC 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPLACE FUEL

TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

08-Jan-2026

C001

ALJ

IAL

HAUL ROUTE

SHEET NOTES:

1. CLEAN SOILS SHALL BE DISPOSED OF ON-BASE ON RIVER ROAD AS-SHOWN.

COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR EXACT

LOCATION AND ACCESS. NO GOVERNMENT BORROW MATERIAL IS AVAILABLE.

2. THE CONTRACTOR'S STAGING/ LAYDOWN AREA SHALL BE WITHIN THE LIMIT

SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

FOR ADDITIONAL STAGING / LAYDOWN AREA IF NEEDED.

3. ALL CONCRETE WASTE SHALL BE DISPOSED OF OFF-BASE AT THE CONTRACTORS

EXPENSE.

4. ORGANICS & BRUSH SHALL BE DISPOSED OF ON-BASE ON CHENA COVE ROAD AS

SHOWN. COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR

EXACT LOCATION AND ACCESS.

5. SHORT-TERM CONTAMINATED SOILS SHALL BE STORED WITHING THE

CONTRACTOR STAGING/ LAYDOWN AREA.

GRAVEL PATH

GRASS

BUILDING 2095

ASPHALT PARKING

AREA

BUILDING 2096

DOUBLE SWING

GATE

PESTICIDE

STORAGE

REMOVE FENCE FABRIC

AND MINIMUM AMOUNT OF

LINE POSTS REQUIRED

FOR NEW PERSONNEL

GATE INSTALLATION

DOUBLE SWING

GATE

DEMO AND REMOVE A

300 GALLON DIESEL

AND A 300 GALLON

GASOLINE FUEL

TANK,SEE NOTE 3

APPROXIMATE

LOCATION OF

PRIVATE WELL

ELECTRICAL

PANEL

APPROXIMATE

EXCAVATION LIMITS,

EQUIPMENT THIS AREA TO

BE RELOCATED BY OWNERCLEAR AND GRUB ALL

TREES THIS AREA

SOIL STOCKPILE LOCATION,

SEE CONTAMINATED SOIL

NOTES

EXISTING CONDITIONS AND DEMOLITION PLAN1

C100 1"=20'

482503

19 DEC 2025

COMM. NUMBER

ISSUE DATE

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1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPLACE FUEL

TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

08-Jan-2026

12/18/2025 5:05 PM C100 EXISTING CONDITIONS AND DEMOLITION PLAN.DWG

482503

19 DEC 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

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1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

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TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

08-Jan-2026

C100

ALJ

IAL

EXISTING

CONDITIONS AND

DEMOLITION PLAN

LEGEND

DEMOLITION

STRUCTURE

EDGE OF ASPHALT PAVEMENT

GRAVEL

CHAIN-LINK FENCE

BARBED WIRE FENCE

SIGN

BOLLARD

UNDERGROUND WATER LINE

UNDERGROUND SEWER LINE

UTILITY POLE

OVERHEAD POWER LINE

UNDERGROUND POWER LINE

TREE LINE

GENERAL NOTES

1. A SURVEY WAS NOT PERFORMED FOR THIS WORK. DRAWING IS BASED OFF OF

AERIAL IMAGERY, AS BUILTS AND SITE PHOTOS.

2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ABOVE GROUND AND BELOW

GROUND IMPROVEMENTS PRIOR TO COMMENCEMENT OF EARTH MOVING

ACTIVITIES.

3. FUEL TANKS ARE ABOVE GROUND SINGLE WALL ON ELEVATED STANDS. THERE

ARE NO CONCRETE PADS. NO EARTHWORK WILL BE REQUIRED IN THIS AREA.

4. EXISTING TANKS WILL REMAIN IN SERVICE FOR THE DURATION OF THE PROJECT.

GOVERNMENT WILL NOTIFY CONTRACTOR WHEN EXISTING TANKS ARE AVAILABLE

FOR DEMOLITION. TANKS WILL BE AVAILABLE FOR DEMOLITION NO GREATER THAN

THREE WEEKS AFTER GOVERNMENT ACCEPTANCE OF NEW TANKS.

EARTH MOVING NOTES

1. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH-MOVING OPERATIONS. RESTORE

IMPROVEMENTS AND FINISHES DAMAGED BY CONSTRUCTION ACTIVITIES TO PRE CONSTRUCTION CONDITIONS.

2. BACKFILL MATERIAL SHALL BE FREE OF ORGANIC MATERIAL, DEBRIS, OR OTHER DELETERIOUS MATERIAL

3. SUBMIT ASTM C-117/C-136 GRADATION ANALYSES, AND ASTM D-1557 MODIFIED PROCTOR TEST RESULTS FOR STRUCTURAL FILL, CRUSHED AGGREGATE, DRAIN ROCK AND OTHER BACKFILL MATERIAL SPECIFIED TO BE USED PRIOR TO BEGINNING ANY BACKFILL

WORK.

STRUCTURAL FILL:

MATERIAL CLASSIFIED BY ASTM D2487-17 AS SANDY GRAVEL AND MEETING THE FOLLOWING GRADATION:

SIZE % PASSING

4" 100

NO.4 30-60

NO.200 0-5

COMMON FILL: ANY SANDY GRAVEL, SAND, SANDY-SILT, SILT OR OTHER COMMON SOIL MATERIALS, CONTAINING NO DEBRIS OR

ORGANIC MATERIAL.

4. OFFSITE FILL BROUGHT TO THE SITE SHALL COME FROM AN APPROVED PIT. APPROVED PIT SHALL HAVE PHASE I ENVIRONMENTAL

SITE ASSESSMENT ON FILE.

5. BACKFILL EXCAVATION IN MAXIMUM 6" LEVEL LIFTS, ADJUST MOISTURE CONTENT AS REQUIRED TO COMPACT EACH LIFT OF

STRUCTURAL FILL TO 95% DENSITY AND COMMON FILL TO 90% DENSITY.

6. EMPLOY A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM REQUIRED FIELD AND LABORATORY TESTING.

7. OBTAINING UTILITY LOCATIONS AND PROTECTING UTILITIES IS THE RESPONSIBILITY OF CONTRACTOR. CONTACT UTILITY LOCATOR

SERVICE FOR PROJECT AREA BEFORE BEGINNING EARTH-MOVING OPERATIONS.

CONCRETE NOTES

1. ALL CAST-IN-PLACE CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

A. A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSI

B. MAXIMUM AGGREGATE SIZE: 3/4"

C. AIR ENTRAINMENT BY VOLUME: 4%-6%

D. MAXIMUM SLUMP OF 6" AT TRUCK CHUTE DISCHARGE POINT

E. EXTERIOR CONCRETE TO BE BROOM FINISHED

2. CONCRETE SHALL BE TESTED FOR TEMPERATURE. SLUMP, AIR CONTENT AND STRENGTH VERIFICATION IN

ACCORDANCE WITH ASTM C1064, ASTM C143, ASTM C321, ASTM C31 & C39 RESPECTIVELY.

3. CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS.

4. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.

5. PLAIN-STEEL WELDED-WIRE REINFORCEMENT SHALL BE FABRICATED FROM STEEL WIRE INTO FLAT SHEETS WITH

WELDED CONNECTIONS AND SHALL CONFORM WITH ASTM A 1064

6. OUTSIDE AIR TEMPERATURE SHALL BE BETWEEN 40°F AND 85°F

7. PROTECT CONCRETE FROM FREEZING FOR 14 DAYS AFTER PLACEMENT.

SEEDING NOTES

1. ALL SEEDING SHALL BE PERFORMED BETWEEN JUNE 1 AND AUGUST 15. SEEDING SHALL NOT BE DONE DURING WINDY

CONDITIONS OR WHEN CLIMATIC OR GROUND CONDITIONS WOULD HINDER PLACEMENT OR PROPER GROWTH. DO NOT

SEED WHEN AIR OR GROUND TEMPERATURES ARE BELOW 40 DEGREES F.

SUBMIT SOIL REPORT ON TOPSOIL PROPOSED FOR USE. INCLUDE TEST RESULTS OR CERTIFICATES FOR pH, NITROGEN, PHOSPHORUS, AND POTASSIUM, PARTICLE SIZE AND ORGANIC CONTENT BY VOLUME. SUBMIT LOCATION OF THE TOPSOIL

SOURCES FOR REVIEW

TOPSOIL:

SIZE % OF MIXTURE

SAND 25-45

SILT 35-55

FINE ORGANICS 10-20

TOPSOIL TO BE FRIABLE LOAM FREE OF SUBSOIL, LARGE ROOTS, GRASS, STONES, NOXIOUS WEEDS, DEBRIS, AND

OTHER FOREIGN MATERIAL, AND HAVE A MAXIMUM MOISTURE CONTENT OF 50 PERCENT WITH AN ACIDITY (pH)

RANGE BETWEEN 5.5-7.0.

2. APPLY FERTILIZER AT 12 LB PER 1000 SF. FERTILIZER SHALL BE 20-20-10 TO SUPPORT INITIAL GROWTH. NO CYANAMID

COMPOUNDS OR HYDRATED LIME WILL BE PERMITTED IN MIXED FERTILIZERS.

3. SEED SHALL BE PLACED AT THE RATE OF 4 LB PER 1000 SF. ALL SEED SHALL HAVE A MINIMUM PURITY RATE OF 90% AND A

GERMINATION RATE OF MINIMUM 85%. SEED MIX SHALL BE "KENAI" KENTUCKY BLUEGRASS 50%, CREEPING RED FESCUE

25% AND PERENNIAL RYEGRASS 25%.

4. DORMANT SEEDING MAY BE DONE. SOIL TEMPERATURE SHALL BE BELOW 40°F TO PREVENT GERMINATION AND SHOULD

ONLY BE UNDERTAKEN AFTER THE FIRST HARD KILLING FROST BUT NOT AFTER FOUR INCHES OF SNOW.

GATE NOTES

1. SUBMIT CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND FINISHES FOR

GATE POSTS, RAILS AND FITTINGS AND GATES AND HARDWARE.

2. COMPLY WITH ASTM F900 FOR GATE POSTS AS WELL AS SINGLE SWING GATE TYPES.

3. GATE LEAF WIDTH AND FABRIC HEIGHT: AS INDICATED ON THE DRAWINGS

4. MATCH GATE FABRIC TO THAT OF THE EXISTING FENCE SYSTEM.

5. INSTALL GATES ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS, LEVEL, PLUMB AND SECURE FOR FULL OPENING

WITHOUT INTERFERENCE. ATTACH FABRIC AS FOR FENCING. ATTACH HARDWARE USING TAMPER-RESISTANT OR

CONCEALED MEANS. INSTALL GROUND-SET ITEMS IN CONCRETE FOR ANCHORAGE.

6. ADJUST GATES TO OPERATE SMOOTHLY, EASILY AND QUIETLY, FREE OF BINDING, WARP, EXCESSIVE DEFLECTION, DISTORTION, NONALIGNMENT, AND MISPLACEMENT THROUGHOUT ENTIRE OPERATIONAL RANGE. CONFIRM THAT LATCHES

AND LOCKS ENGAGE ACCURATELY AND SECURELY WITHOUT FORCING OR BINDING.

7. LUBRICATE HARDWARE AND OTHER MOVING PARTS.

8. GATE LOCKS ARE OWNER FURNISHED OWNER INSTALLED.

CONTAMINATED SOIL NOTES

1. POL (PETROLEUM, OIL AND LUBRICANTS) CONTAMINANTS WERE ENCOUNTERED

DURING PAST UNDERGROUND FUEL STORAGE REMOVAL PROJECTS SOUTH WEST

OF THE SITE.

2. SOIL EXCAVATED FOR THIS WORK SHALL BE STOCKPILED FOR TESTING AS

SPECIFIED. COORDINATE PLACEMENT OF STOCKPILE LOCATION WITH DPW AND

BASE ENVIRONMENTAL.

PERSONNEL GATE ACCESS

CENTER BOLLARDS

BETWEEN FENCE

AND FUEL TANK 3'

MIN CLEAR SPACE

EACH SIDE, TYP

4" TOPSOIL AND SEED

DISTURBED AREAS

BOLLARDS, TYP 14

C700

CONCRETE PAD APPROX 8' X 12'-6"

C700

C700

POWER TO TANKS PER ELECTRICAL

FUEL NOZZLES THIS SIDE OF TANK, TYP BOTH TANKS

DIESEL

FUEL TANK

MOGAS

FUEL TANK

(E) SWING GATE

LIGHT POLE PER ELECTRICAL

STUB UP POWER THROUGH CONCRETE PAD TYP BOTH TANKS, PER ELECTRICAL

1'-4"

LINE OF BOLLARDS SHALL NOT EXTEND BEYOND THE GATE

POST OR INTO THE VEHICLE CIRCULATION PATH, TYP 4

5' M

IN, 10' M

AX FRO

M

BO

LLARD

SITE IMPROVEMENTS1

C200 1"=5'

482503

19 DEC 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

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1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPLACE FUEL

TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

08-Jan-2026

1/8/2026 3:22 PM C200 SITE PLAN.DWG

482503

19 DEC 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

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TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

08-Jan-2026

C200

ALJ

IAL

SITE

IMPROVEMENTS

BOLLARD DETAIL3

C700 NO SCALE

482503

19 DEC 2025

COMM. NUMBER

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DESIGNED BY

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1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPLACE FUEL

TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

18-Dec-2025

12/18/2025 4:06 PM C700 DETAILS.DWG

482503

19 DEC 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

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1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

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TANKS B2096

REGISTERED PROFESSIONA L ENGINEER

Isaac Austin Ladines

CE 197973

18-Dec-2025

C700

ALJ

IAL

DETAILS

COMMON FILL COMMON FILL

18" MIN. COMPACTED

STRUCTURAL FILLIN-SITU SOIL

GRADE ADJACENT

GRAVEL AREAS

SMOOTH & COMPACT

DISTURBED AREAS

4"

DIESEL TANK

SEE NOTE 7

6"

8" ALL AROUND

#5 REBAR AT 14"

O/C EACH WAY

3" REBAR EDGE

CLEARANCE ALL

AROUND

ANCHOR BOLTS

SEE MECHANICAL

ABOVEGROUND TANKS ON SOIL

EXCAVATION NOTES

1. CONCRETE SLAB DIMENSIONS ARE APPROXIMATE. VERIFY DIMENSIONS AND

LAYOUT WITH TANK MANUFACTURER PRIOR TO CONSTRUCTION.

2. OWNER'S REPRESENTATIVE SHALL INSPECT EXCAVATED MATERIAL AND BASE

OF EXCAVATION FOR CONFORMANCE PRIOR TO BACKFILLING.

3. COMPACT BASE OF EXCAVATION WITH LARGE VIBRATORY PLATE COMPACTOR

(MIN 10,000LB CENTRIFUGAL FORCE), MINIMUM THREE PASSES. A PASS IS

COUNTED EACH TIME THE RUNNING COMPACTOR MOVES OVER AN AREA.

4. FILL MATERIAL SHALL BE PLACED AND COMPACTED WITH A LARGE VIBRATORY

PLATE COMPACTOR, MINIMUM THREE PASSES PER LIFT. EACH LIFT SHALL BE

COMPLETE PRIOR TO PLACING AND COMPACTING SUBSEQUENT LIFTS.

5. PERMANENT EROSION STABILIZATION MUST BE ACHIEVED ON ALL DISTURBED

SOILS. IN GRAVELY AREAS, GRADE SMOOTH AND COMPACT DISTURBED

GROUND.

6. TOP OF SLAB TO BE 4" MIN. ABOVE ADJACENT GRADE.

7. PROVIDE POSITIVE DRAINAGE AWAY FROM TANK AND SLAB. SLOPE MINIMUM 5%

FOR 5' AWAY FROM TANK.

3' -0

" M

IN

, T Y

P

6", TYP

16"Ø MIN, TYP

4'-0"

TOP RAIL OR

TENSION

WIRE AS

SPECIFIED,

TYP

BRACE RAIL

LATCH

ASSEMBLY

COMPATIBLE

WITH

PADLOCK

BRACE

RAIL, TYP

TRUSS

ROD, TYP

GRADE LINE

2" MIN,

5" MAX

HINGE

HINGE

3/8"Ø

TRUSS

RODS,

TYP

2.875" O.D.

GATE POST,

TYP

M A

TC

H

E X

IS

TI

N G

FE

N

C E

F A

B R

IC

NOTE:

THIS DETAIL SHOWS THE GATE

AND FENCE ASSEMBLY FROM

THE SECURE SIDE.

TENSION WIRE,

TYP

PLAN AT EQUIPMENT

FUEL TANK

4' TYP

4' O.C. TYP

AS REQ'D. TO

PROTECT

EQUIPMENT

BOLLARD, TYP

CAP TOP SECTION

6"

1'-6"

4' -0

3"

4' -0

CONCRETE BASE

FINISH

GRADE

TROWEL FINISH

CONCRETE DOME

6" OD SCHEDULE 40 OR

80 STEEL PIPE. FILL

WITH CONCRETE

APPLY PRIMER AND TWO COATS OF "SAFETY

YELLOW" PAINT OR PROVIDE YELLOW

PLASTIC SLEEVE.

1'-0"

MIN

1'-0"

MIN

COMPACTED STRUCTURAL FILL

SLOPE TO

DRAIN

STORAGE TANK FOUNDATION EXCAVATION SECTION1

C200 NO SCALE

PERSONNEL GATE2

C700 NO SCALE

CONCRETE BASE

MECHANICAL SYMBOLS

PIPE FLOW ARROW

PIPE CONNECTION

PIPE ELBOW TURNED DOWN

PIPE ELBOW TURNED UP

PIPE TEE DOWN

UNION

PIPE CAP

PIPE BREAK

ISOLATION VALVE

CHECK VALVE

PUMP

FUELING EQUIPMENT SCHEDULE

SYMBOL ITEM CAPACITY / SIZE MOTOR

DATA

OPERATING

WEIGHT (LB)

BASIS OF DESIGN REMARKS

SEISMIC - CONCRETE ANCHOR BOLT SCHEDULE

MINIMUM ANCHOR

EMBEDMENT (IN)

SYMBOL MINIMUM HOUSEKEEPING

PAD THICKNESS (IN)

MINIMUM SPACE

BETWEEN ANCHORS (IN)

MINIMUM EDGE

DISTANCE (IN)

ANCHOR BOLT

DIAMETER (IN)

NUMBER OF

BOLTS PER SIDE

INSTALLATION

TORQUE (FT-LBS)

2-1/2D-2096 4 683/8 2 -----

{1} BASIS OF DESIGN: HILTI KH-EZ 316 STAINLESS STEEL SCREW ANCHOR

{2} ALTERNATIVE BRANDS WILL NOT BE REVIEWED WITHOUT FORCE CALCULATIONS SIGNED BY A LICENSED ENGINEER.

{3} SEISMIC ANCHOR INSTALLATION REQUIRES SPECIAL INSPECTION.

{4} FOR NORMAL WEIGHT VALUES. ANCHORS INTO NEW CONCRETE (4000 PSI).

{5} SINGLE ANCHOR WITH SEISMIC TENSION OR SHEAR LOAD ONLY.

P-1 FUEL PUMP 20 GPM 1/3 HP

115V/1Ø/60

----- GPI GPRO V20-115RD-N08

RD-1 REMOTE DISPENSER 2 TO 40 GPM ----- 60 GPI QM40-G8N-RD 1. SOLENOID VALVE, AND LOCKABLE NOZZLE HOLDER

2. PROVIDE WITH MOUNTING SHELF KIT

3. MANUFACTURER TESTED TO -40°F

4. LOCATE EMERGENCY FUEL SHUTOFF SWITCH PER ELEC

N-1 AUTOMATIC DIESEL

FUEL NOZZLE

3/4" NPT ----- ----- OPW 11B-0100-XC

FUEL TANK SCHEDULE

SYMBOL ITEM CAPACITY / SIZE OPERATING

WEIGHT {1} (LB)

BASIS OF DESIGN REMARKS

{1} OPERATING WEIGHT INCLUDES TANK APPURTENANCES. INDICATED PLUS 10% IS MAXIMUM ALLOWED WEIGHT IF USING A SEISMIC DETAIL PROVIDED AS PART OF CONTRACT DOCUMENTS.

D-2096 ABOVE GROUND DIESEL

STORAGE TANK

M-2096 ABOVE GROUND GASOLINE

STORAGE TANK

500 GALLONS

60" Ø X 79" L

500 GALLONS

60" Ø X 79" L

GREER TANK

STI FIREGUARD

CYLINDRICAL DOUBLE WALL TANK

N-2 AUTOMATIC GASOLINE

FUEL NOZZLE

3/4" NPT ----- ----- OPW 11BP-0400-XC

1. PROVIDE WITH SPLASH GUARD

2. GREEN COLOR

3. MANUFACTURER TESTED TO -40°F

1. PROVIDE WITH SPLASH GUARD

2. BLACK COLOR

3. MANUFACTURER TESTED TO -40°F

2-1/2M-2096 4 683/8 2 -----

1. ELECTRICAL FED THROUGH ASSOCIATED REMOTE DISPENSER

2. PROVIDE WITH VACUUM BREAKER

3. PROVIDE WITH 10 GPM FLOW RESTRICTOR

4. MANUFACTURER TESTED TO -40°F

1. UL 2085 APPROVED

2. SKID MOUNTED, SKID LENGTH 91"

3. SLOPE TANK MIN 1/8" PER FOOT TOWARD WATER DRAW OFF

GREER TANK

STI FIREGUARD

CYLINDRICAL DOUBLE WALL TANK

1. UL 2085 APPROVED

2. SKID MOUNTED, SKID LENGTH 91"

3. SLOPE TANK MIN 1/8" PER FOOT TOWARD WATER DRAW OFF

MECHANICAL SPECIFICATIONS

1. CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS REQUIRED TO ACCOMPLISH THE INSTALLATION OF MECHANICAL SYSTEMS SHOWN ON PROJECT

DRAWINGS.

2. PLANS - THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. THE DRAWINGS ARE PARTIALLY DIAGRAMMATIC, NOT NECESSARILY SHOWING ALL OFFSETS OR EXACT LOCATIONS OF PIPING, UNLESS SPECIFICALLY DIMENSIONED.

3. PERMITS - THE CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND FEES.

4. PROVIDE WORK IN ACCORDANCE WITH UFC 3-401-01 REFERENCING THE 2018 INTERNATIONAL MECHANICAL CODE; UFC 3-460-01 REFERENCING NFPA 30

AND NFPA 30A; AND UFC 3-600-01.

5. MATERIALS - ALL MATERIALS SHALL BE NEW AND UNUSED. ALL NEW MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND IN THE BEST PRACTICE OF THE CRAFT. OBTAIN OWNERS APPROVAL OF ALL PRODUCTS AND MATERIALS PRIOR TO ORDERING OR

INSTALLING ANY PART OF ANY SYSTEM.

6. EQUIPMENT SUBSTITUTIONS - ALL EQUIPMENT LISTED IS REPRESENTATIVE OF THE STANDARD OF QUALITY AND PERFORMANCE REQUIRED. OR EQUAL SUBSTITUTIONS SHALL BE CONSIDERED IF THE SUBSTITUTE CATALOG CUTS ARE SUBMITTED AND ARE SHOWN TO BE EQUAL OR BETTER QUALITY, INCLUDING EFFICIENCY OF PERFORMANCE, MATERIALS OF CONSTRUCTION, SIZE, AND WEIGHT.

7. SUBMITTALS - SUBMITTALS SHALL BE ELECTRONIC, PDF FORMAT. THE DATA SHALL BE ARRANGED AND INDEXED UNDER BASIC CATEGORIES. SUBMIT ON TANKS, TANKS APPURTENANCES, TANK LABELING, PUMPS, FUEL DISPENSING EQUIPMENT, PIPING, SIGNAGE, EMERGENCY SHUTDOWN DEVICES, AND EMERGENCY PHONE. TANK LABELING AND SIGNAGE SUBMITTALS SHALL INCLUDE SHOP DRAWINGS TO INCLUDE LOCATION, SIZE, AND MATERIAL. TANK SUBMITTALS SHALL INCLUDE SHOP DRAWINGS TO INCLUDE BUT NOT BE LIMITED TO THE TANKS, TANK LIFTING POINTS, TANK OPENINGS, LADDERS, SKIDS, PLATFORMS, AND CHANNEL STRUT MOUNTING POINTS.

8. FUEL TANKS - ABOVE GROUND STORAGE TANKS SHALL BE DOUBLE WALL SKID MOUNTED UL 2085 LISTED PROTECTED TANKS. TANK SKID SHALL BE CONSTRUCTED TO SUPPORT THE FULL GRAVITY WEIGHT OF THE FILLED TANK AND SEISMIC FORCES IN ACCORDANCE WITH ASCE 7-16 AND REFERENCED API REQUIREMENTS. STRIKER PLATES UNDER EACH TANK OPENING SHALL BE 1/4" THICK, LARGER IN DIAMETER THAN TANK OPENING, WELDED CONTINUOUSLY AROUND PLATE PERIMETER, AND COATED WITH THE TANK INTERIOR. TANKS SHALL BE SHOP-BUILT AND TESTED IN ACCORDANCE WITH NFPA 30, WHICH INCLUDES TESTING IN ACCORDANCE WITH THE LISTING OR APPLICABLE STANDARDS. CONCRETE EXTERIOR ABOVE GROUND STORAGE TANKS SHALL NOT BE ALLOWED. COORDINATE WITH TANK MANUFACTURER TO PROVIDE INTEGRAL CONNECTION POINTS FOR CHANNEL STRUT SUPPORTS ON TANKS AS REQUIRED FOR TANK MOUNTED PIPING, CONDUIT, AND EQUIPMENT. TANKS SHALL BE COATED WITH MANUFACTURER'S

STANDARD COATING FOR COLD WEATHER CLIMATES.

9. FUEL TANK LABELING - PROVIDE LABELING FOR EACH FUEL TANK TO INCLUDE PRODUCT STORED, TANK CAPACITY, TANK NAME AND NUMBER AS SCHEDULED, MANUFACTURER'S LISTING LABEL, NFPA 704 EMERGENCY RESPONSE DIAMOND, DOT HAZMAT PLACARD, AND THE WORDS "NO SMOKING", AND "COMBUSTIBLE" OR "FLAMMABLE" AS APPLICABLE. PAINTED LABELING SHALL BE APPLIED WITH DURABILITY EQUAL TO TANK EXTERIOR COATING.

LABELING SHALL NOT BE PLACED BENEATH ANY TANK MOUNTED OBSTRUCTIONS. PROVIDE SHOP DRAWINGS OF PROPOSED LABELS AND SIGNAGE TO INCLUDE THE SIZE, LOCATION, AND MATERIAL OF SIGNAGE. NFPA 704 EMERGENCY RESPONSE DIAMONDS SHALL BE PROVIDED ON MINIMUM TWO SIDES OF EACH TANK MOST LIKELY TO BE SEEN BY FIRST RESPONDERS. NFPA 704 EMERGENCY RESPONSE DIAMOND SHALL BE OF A SIZE AS DESCRIBED IN NFPA 704 CHAPTER 9 WITH THREE INCH HIGH NUMERALS. DOT HAZMAT PLACARDS SHALL BE PROVIDED FOR EACH TANK IN ACCORDANCE WITH 49 CFR

172. PRODUCT STORED, TANK CAPACITY, TANK NAME AND NUMBER AS SCHEDULED, AND THE WORDS "NO SMOKING" AND "COMBUSTIBLE" OR "FLAMMABLE" AS APPLICABLE SHALL BE PROVIDED ON BOTH LONG SIDES OF EACH TANK IN MINIMUM THREE INCH HIGH LETTERING.

10. FUEL OIL PIPING AND ACCESSORIES - MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 31. PIPE SHALL BE IPS SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON OR STEEL FITTINGS WITH THREADED JOINTS. PIPE DOPE FOR THREADED FITTINGS SHALL BE LISTED BY THE MANUFACTURER AS SUITABLE FOR THE PROPOSED USES, TEMPERATURE RANGING FROM -90°F TO 410°F, HERCULES GRRIP/GRRIP LITE OR EQUAL.

FILTERS: WOOL FELT, GENERAL OR EQUAL.

11. FUEL DISPENSING EQUIPMENT - TANK MOUNTED FUEL PUMP UL LISTED FOR APPLICATION, COMPLETE WITH PUMP AND MOTOR, LISTED FOR -40°F OPERATING CONDITIONS, GREAT PLAINS INDUSTRIES OR EQUAL. DUCTILE IRON AND STAINLESS STEEL SPRING ACTUATED EXPANSION RELIEF VALVE, MORRISON BROS 78DI OR EQUAL. SINGLE PRODUCT SINGLE HOSE REMOTE DISPENSER WITH MANUALLY OPERATED PUMP SWITCH, SOLENOID VALVE TO PREVENT DISPENSING WHILE SWITCH IS OPEN, NOZZLE HOLDER, AND MOUNTING HARDWARE, GREAT PLAINS INDUSTRIES OR EQUAL. ONE OR THREE QUARTER INCH FUEL HOSE, OIL RESISTANT SYNTHETIC RUBBER TUBE AND COVER, BRAIDED SYNTHETIC YARN REINFORCED TUBE, RATED FOR MINUS 65° F AND 300 PSIG, GOODYEAR ARCTIC ORTAC OR EQUAL. FIELD ADJUSTABLE HEAVY DUTY SPRING BALANCE SINGLE HOSE RETRACTOR, 12 TO 20 LB RETRACTION STRENGTH, OPW POMECO 102 OR EQUAL. UL LISTED COMBINATION HOSE SWIVEL AND BREAKAWAY FITTING, RECONNECTABLE, POPPET PROTECTED FROM IMPACT AFTER SEPARATION, OPW 66B OR EQUAL. UL LISTED NOZZLE, 3/4", AUTOMATIC SHUTOFF NOZZLE WITH HOLD OPEN DEVICE, BUILT IN CHECK VALVE, COMPATIBLE WITH ASSOCIATED FUEL TYPE, OPW 11B OR EQUAL.

12. EQUIPMENT INSTALLATION - INSTALL ALL EQUIPMENT WHERE NOTED ON THE DRAWINGS PROPERLY LEVELED, ALIGNED, AND SECURED IN PLACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. PROVIDE MISCELLANEOUS APPURTENANCES, ACCESSORIES, SUPPORTS, AND CONTROL CONNECTIONS REQUIRED FOR COMPLETE AND OPERATING SYSTEMS. INSTALL ANCHORS, BOLTS, NUTS, WASHERS, AND SCREWS TO SECURE THE WORK IN PLACE AS REQUIRED FOR PROPER INSTALLATION. SIZES AND TYPES OF ANCHORS AND BOLTS NOT INDICATED OR SPECIFIED SHALL BE AS REQUIRED FOR PROPER INSTALLATION. MAINTAIN MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES. INSTALL STORAGE TANKS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND NFPA 30. LIFT AND PLACE STORAGE TANKS TO MINIMIZE DAMAGE TO TANK COATINGS, STORAGE TANKS SHALL NOT BE DRAGGED. INSPECT STORAGE TANK EXTERIOR SURFACES FOR DAMAGE PRIOR TO, DURING, AND FOLLOWING PLACEMENT OF STORAGE TANKS.

REPAIR SURFACE DAMAGE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPROPRIATE UL OR STI STANDARD.

13. TESTING - TANKS SHALL BE TESTED IN ACCORDANCE WITH NFPA 30, STI R912, AND MANUFACTURER'S INSTRUCTIONS. TIGHTNESS TESTING SHALL BE CONDUCTED BY THE CONTRACTOR AFTER INSTALLATION AND BEFORE ENTERING SERVICE, DEFICIENCIES FOUND DURING TIGHTNESS TESTING TO BE CORRECTED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE NECESSARY FUEL FOR TESTING AND COMMISSIONING. CONTRACTOR SHALL LEAVE TANKS 90% FULL. CONTRACTOR SHALL COORDINATE TESTING WITH THE OWNER'S REPRESENTATIVE TO ALLOW FOR ATTENDANCE AT TESTING AND

COMMISSIONING ACTIVITIES.

14. TRAINING - CONTRACTOR SHALL PROVIDE OPERATIONS AND MAINTENANCE TRAINING FOR GOVERNMENT PERSONNEL. OPERATIONS AND MAINTENANCE TRAINING SHALL INCLUDE USE OF DISPENSERS, EMERGENCY SHUTOFF DEVICES, AND EMERGENCY PHONE; CLEANING AND REPLACEMENT OF STRAINERS, FILTERS, AND TANK FILL SPILL CONTAINERS; ANNUAL, MONTHLY, AND DAILY TESTING REQUIREMENTS AND PROCEDURES; AND WATER DRAW OFF PROCEDURES. THE CONTRACTOR SHALL PLACE ALL SYSTEMS AND MAJOR EQUIPMENT IN OPERATION AND INSTRUCT GOVERNMENT PERSONNEL ON PROPER OPERATION AND MAINTENANCE OF THE CONSTRUCTED SYSTEMS. CONTRACTOR COORDINATE TRAINING SCHEDULE WITH THE GOVERNMENT

AND PROVIDE ITEMIZED TRAINING SUMMARY FOR REVIEW MINIMUM TWO WEEKS AHEAD.

15. PROJECT RECORD DRAWINGS - MARK UP A CLEAN SET OF DRAWINGS AS THE WORK PROGRESSES TO SHOW THE DIMENSIONED LOCATION AND ROUTING OF ALL MECHANICAL WORK WHICH WILL BECOME PERMANENTLY CONCEALED. SHOW ROUTING OF WORK IN CONCEALED BLIND SPACES. DELIVER THESE

DRAWINGS TO THE OWNER AT COMPLETION OF THE PROJECT.

16. WARRANTY - ALL WORK PERFORMED UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE. ANY FAULTY MATERIALS OR WORKMANSHIP SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER

DURING THE GUARANTEE PERIOD.

COMMISSIONING REQUIREMENTS

1. INDEPENDENT THIRD-PARTY COMMISSIONING IS NOT REQUIRED.

2. DEMONSTRATE FUNCTIONALITY OF EACH DISPENSER, OVERFILL PROTECTION VALVE, EMERGENCY SHUT-OFF SWITCH, AND BREAKER

INTERLOCK.

3. CONTRACTOR TO PROVIDE DOCUMENTATION INDICATING SYSTEM IS OPERATING AS INTENDED AND DEMONSTRATE FUNCTIONALITY, IN PERSON, AT THE REQUEST OF THE CONTRACTING OFFICER. PROVIDE CONTRACTING OFFICER WITH A WRITTEN RECORD INDICATING THAT ALL SYSTEMS

ARE FUNCTIONING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. WHERE DEFICIENCIES ARE NOTED PROVIDE RECORD OF CORRECTION. AN IN-PERSON DEMONSTRATION OF CORRECTED COMPONENTS MAY BE

REQUESTED AT CONTRACTING OFFICER'S DISCRETION.

TANK REMOVAL NOTES

1. THE SITE HAS TWO UNREGULATED FUEL TANKS. THE TWO TANKS ARE DISPENSING TYPE. NO DOCUMENTED

RECORDS OF A RELEASE RELATED TO THE CURRENT INSTALLATIONS ARE KNOWN.

2. THE TANK REMOVAL WORK CONSIST OF REMOVAL AND DISPOSAL OF ALL COMPONENTS OF THE TANK SYSTEMS INCLUDING RESIDUAL FUEL, SLUDGE, TANKS, PIPING, AND OTHER APPURTENANCES. THE CONTRACTOR SHALL

SUBMIT A WORKPLAN OUTLINING TANK CONTENTS REMOVAL AND TANK REMOVAL FROM SITE.

3. THE CONTRACTOR SHALL COMPLY WITH LAWS, ORDINANCES, RULES, AND REGULATIONS OF FEDERAL, STATE AND LOCAL AUTHORITIES REGARDING HANDLING, STORAGE, TRANSPORT AND DISPOSAL OF HAZARDOUS MATERIALS, HAZARDOUS WASTES, AND ALL OTHER CONSTRUCTION MATERIALS.

4. FUEL TANKS NEED NOT BE DESTROYED AFTER REMOVAL FROM SITE.

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

REPLACE FUEL

TANKS B2096

482503

AECC511

19 DEC 2025

12/17/2025 3:56:31 PM

MECHANICAL

ABBREVIATIONS,

LEGENDS,

SCHEDULES,

NOTES, AND

SPECIFICATIONS

M001

BAB

VAU

ABBREVIATION FULL NAME

(E) EXISTING

APPR APPROVED

APPROX APPROXIMATE

C COMMON

DI DUCTILE IRON

DIA DIAMETER

DN DOWN

ELEC ELECTRICAL

EXIST EXISTING

FLA FULL LOAD AMPERAGE

FLEX FLEXIBLE

GA GAUGE

GALV GALVANIZED

GI GALVANIZED IRON

IPS IRON PIPE SIZE

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MTR MOTOR

ABBREVIATION FULL NAME

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NPSH NET PUMP SUCTION HEAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

PRV PRESSURE RELIEF VALVE

RPM REVOLUTIONS PER MINUTE

S/S START/STOP

SIM SIMILAR

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VOL VOLUME

W/ WITH

W/O WITHOUT

MECHANICAL ABBREVIATIONS

A

K

AF AL

T S

TA

E O

49 TH

S

Blake Allen Burley

ME-160408

R E

G

ISTERED

PROFESS IONAL

ENG

IN

E

E R

18-DEC-2025

EMERGENCY INSTRUCTIONS

IN CASE OF FIRE OR SPILL:

(1) USE EMERGENCY STOP BUTTON

(2) REPORT FIRE OR ACCIDENT BY CALLING FTW

DISPATCH AT (907) 353-9170. REPORT SPILLS BY

CALLING 24-HOUR SPILL HOTLINE AT (907) 482-7267

OR DIAL 911. REPORT LOCATION.

WARNING

IT IS UNLAWFUL AND DANGEROUS TO DISPENSE GASOLINE INTO

UNAPPROVED CONTAINERS.

NO SMOKING.

STOP MOTOR.

NO FILLING OF PORTABLE CONTAINERS IN OR ON A MOTOR VEHICLE.

PLACE CONTAINER ON GROUND BEFORE FILLING.

DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING

A METAL SURFACE AWAY FROM THE NOZZLE.

DO NOT RE-ENTER YOUR VEHICLE WHILE GASOLINE IS PUMPING.

IF A FIRE STARTS, DO NOT REMOVE NOZZLE - BACK AWAY IMMEDIATELY.

DO NOT ALLOW INDIVIDUALS UNDER LICENSED AGE TO USE THE PUMP.

OPERATING INSTRUCTIONS

TO BEGIN FUELING REMOVE NOZZLE FROM HOLDER

PLACE NOZZLE SECURELY IN VEHICLE OR CONTAINER FILL PORT.

LIFT NOZZLE SUPPORT TO ACTIVATE PUMP SWITCH.

LIFT LATCH ON NOZZLE TO BEGIN FUELING.

REMAIN OUTSIDE OF VEHICLE AND WITHIN VIEW OF THE FUELING NOZZLE

DURING FUELING.

QUANTITYSYMBOL GRAPHIC (NO SCALE)

MIN 1/4" HIGH BLACK LETTERING ON WHITE

BACKGROUND

1/8" THICK BLACK BORDER 1/8" FROM EDGE

{1}

WARNING

IT IS UNLAWFUL AND DANGEROUS TO DISPENSE GASOLINE INTO

UNAPPROVED CONTAINERS.

NO SMOKING.

STOP MOTOR.

NO FILLING OF PORTABLE CONTAINERS IN OR ON A MOTOR VEHICLE.

PLACE CONTAINER ON GROUND BEFORE FILLING.

DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING

A METAL SURFACE AWAY FROM THE NOZZLE.

DO NOT RE-ENTER YOUR VEHICLE WHILE GASOLINE IS PUMPING.

IF A FIRE STARTS, DO NOT REMOVE NOZZLE -- BACK AWAY IMMEDIATELY.

DO NOT ALLOW INDIVIDUALS UNDER LICENSED AGE TO USE THE PUMP.

SIGNAGE SCHEDULE

SGN-1 1

SGN-2 1

SGN-3 1

SIGN CONTENT

EMERGENCY INSTRUCTIONS:

IN CASE OF FIRE OR SPILL:

(1) USE EMERGENCY STOP BUTTON

(2) REPORT FIRE OR ACCIDENT BY CALLING FTW DISPATCH AT (907)

353-9170 OR DIAL 911. REPORT SPILLS BY CALLING 24-HOUR SPILL

HOTLINE AT (907) 482-7267. REPORT LOCATION.

COLORS / SPECIAL NOTES

OPERATING INSTRUCTIONS

TO BEGIN FUELING REMOVE NOZZLE FROM HOLDER

PLACE NOZZLE SECURELY IN VEHICLE OR CONTAINER FILL PORT.

LIFT NOZZLE SUPPORT TO ACTIVATE PUMP SWITCH.

LIFT LATCH ON NOZZLE TO BEGIN FUELING.

REMAIN OUTSIDE OF VEHICLE AND WITHIN VIEW OF THE FUELING

NOZZLE DURING FUELING.

LOCATE IN DISPENSING AREA ABOVE

DISPENSERS

MIN 1/4" HIGH BLACK LETTERING ON WHITE

BACKGROUND

{1}

MIN 1/4" HIGH BLACK LETTERING ON WHITE

BACKGROUND

{1}

EMERGENCY

FUEL SHUTOFF

SGN-4 1 EMERGENCY FUEL SHUTOFF MIN 1" HIGH WHITE LETTERING ON RED

BACKGROUND

1/8" THICK WHITE BORDER 1/8" FROM EDGE

{2}

NOTES

LOCATE IN DISPENSING AREA ABOVE

DISPENSERS

LOCATE IN DISPENSING AREA ABOVE

DISPENSERS

LOCATE ABOVE EMERGENCY

SHUTOFF DEVICE

{1} SIGN SHALL BE CONSTRUCTED OF AN ALUMINUM PANEL WITH AN OPAQUE BACKGROUND.

{2} SIGN SHALL BE CONSTRUCTED OF AN ALUMINUM PANEL WITH A RETROREFLECTIVE BACKGROUND SHEETING. LETTERS, NUMERALS, SYMBOLS, AND BORDERS SHALL BE APPLIED TO RETROREFLECTIVE SHEETING IN ACCORDANCE WITH SHEETING MANUFACTURER INSTRUCTIONS.

{3} SIGN SHALL BE CONSTRUCTED OF PETROLEUM RESISTANT ADHESIVE LABEL

SGN-5 1 DO NOT FILL ABOVE 4'-2" MIN 1/2" HIGH BLACK LETTERING ON WHITE

BACKGROUND {3}

LOCATE INSIDE 5 GALLON SPILL

CONTAINMENT BUCKET

DO NOT FILL ABOVE 4'-2"

SGN-6 1 M-2096 MIN 1" HIGH BLACK LETTERING ON WHITE

BACKGROUND {1}

LOCATE ON TANK M-2096

M-2096

SGN-7 1 D-2096 MIN 1" HIGH BLACK LETTERING ON WHITE

BACKGROUND {1}

LOCATE ON TANK D-2096

D-2096

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

REPLACE FUEL

TANKS B2096

482503

AECC511

19 DEC 2025

12/17/2025 3:56:31 PM

MECHANICAL

SIGNAGE

SCHEDULE

M002

BAB

VAU

A K

AF AL

T S

TA

E O

49 TH

S

Blake Allen Burley

ME-160408

R E

G

ISTERED

PROFESS IONAL

ENG

IN

E

E

P-1

RD-1

EMERGENCY SHUTOFF VALVE, DOUBLE-POPPET TYPE

WITH FUSIBLE LINK, OPW 10BFP-5726 OR EQUAL

SECURE PIPE TO TANK, TYP

1" DIESEL SUPPLY

3/4" FUEL

HOSE

HOSE RETRACTOR, OPW

POMECO 102 OR EQUAL

COMBINATION HOSE SWIVEL AND

BREAKAWAY BETWEEN HOSE AND

NOZZLE, OPW 661B OR EQUAL

TANK MOUNTED DIESEL FUEL PUMP

WITH INTEGRAL CHECK VALVE,

STRAINER, AND VACUUM BREAKER

EXPANSION RELIEF VALVE,

MORRISON 078DI 25 PSI

GATE VALVE

3/4" FUEL HOSE

AUTOMATIC DIESEL

FUEL NOZZLE, N-1

FUEL FILTER WITH SPIN

ON CARTRIDGE

1-1/4" DROP

TUBE

GATE VALVE

DIESEL TANK

TANK SKID

EXPANSION RELIEF VALVE

1/2" DROP TUBE

CONCRETE SLAB

P-1

RD-1

3/4" FUEL

HOSE

HOSE RETRACTOR, OPW

POMECO 102 OR EQUAL

COMBINATION HOSE SWIVEL AND

BREAKAWAY BETWEEN HOSE AND

NOZZLE, OPW 661B OR EQUAL

TANK MOUNTED GASOLINE FUEL

PUMP WITH INTEGRAL CHECK

VALVE, STRAINER, AND VACUUM

BREAKER

GATE VALVE

3/4" FUEL HOSE

AUTOMATIC GASOLINE

FUEL NOZZLE, N-2

GATE VALVE

GASOLINE TANK

TANK SKID

1" GASOLINE SUPPLY

EXPANSION RELIEF VALVE,

MORRISON 078DI 25 PSI OR

EQUAL

1-1/4" DROP

TUBE

EXPANSION RELIEF VALVE

1/2" DROP TUBE

EMERGENCY SHUTOFF VALVE, DOUBLE-POPPET TYPE

WITH FUSIBLE LINK, OPW 10BFP-5726 OR EQUAL

SECURE PIPE TO TANK, TYP

FUEL FILTER WITH SPIN

ON CARTRIDGE

CONCRETE SLAB

MANUAL INTERSTITIAL LEAK DETECTION,

KRUEGER TYPE K OR EQUAL

INTERSTITIAL TANK

EMERGENCY VENT

1/4" MIN STRIKER PLATE, DIA 4"

LARGER THAN TANK OPENING, TYP

BOLLARDS PER CIVIL

5 GALLON SPILL CONTAINMENT BUCKET

WITH LOCKABLE LID. LABEL "ULTRA LOW

SULFUR DIESEL" OR "GASOLINE" AS

APPROPRIATE.

15' MINIMUM HOSE, FILL-RITE

FRHA OR EQUAL

PRIMARY TANK

EMERGENCY VENT

GROUNDING, PER ELECTRICAL

PRIMARY TANK VENT WITH WHISTLE ALARM, OUTLET

MIN 10'-0" ABOVE GRADE, MORRISON 922 WITH 6 OZ.

POPPET OR EQUAL

2" STRAIGHT FILL PORT FOR MANUAL

GAUGING WITH LOCKABLE CAP

2" WATER DRAW OFF DROP TUBE

1" FROM BOTTOM OF TANK

OSHA COMPLIANT LADDER

2" WATER DRAW OFF WITH FEMALE

CAM AND GROOVE FITTING AND PLUG

3", TYP 4

6", TYP 3

CONCRETE SLAB PER CIVIL

6'-8" MINIMUMDROP TUBE, TYP

TANK SKID

EXPANSION RELIEF VALVE

1/2" DROP TUBE

SECURE TANK SKID TO CONCRETE SLAB

PER CONCRETE ANCHOR BOLT SCHEDULE

2" OPW DRYLOK ADAPTER FILL CONNECTION

WITH 2" FEMALE NPT THREADS AND CAP

M201

CLASS B 20 POUND FIRE

EXTINGUISHER, PROVIDE

MOUNTING BRACKET

SEE DISPENSING PIPING

DIAGRAMS

M201

CLOCK GAUGE VISIBLE FROM FILL

CONTAINER, MORRISON 818 OR EQUAL

SGN-5 ON INSIDE OF SPILL

CONTAINMENT BUCKET

GENERAL NOTES

1. PROVIDE SIGNAGE AS INDICATED ON M002.

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

REPLACE FUEL

TANKS B2096

482503

AECC511

19 DEC 2025

12/17/2025 3:56:31 PM

MECHANICAL

DETAILS

M201

BAB

VAU

NO SCALEM201

2 DIESEL DISPENSING PIPING DIAGRAM

NO SCALEM201

3 GASOLINE DISPENSING PIPING DIAGRAM

NO SCALEM201

1 ABOVE GROUND DISPENSING TANK DETAIL

A K

AF AL

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TA

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49 TH

S

Blake Allen Burley

ME-160408

R E

G

ISTERED

PROFESS IONAL

ENG

IN

E

E

ELECTRICAL SYMBOL LEGEND

MOTOR (HP, VOLTAGE & PHASE NOTED ON DRAWING)

PANELBOARD SURFACE MOUNTED

POWER SYMBOLS

T

MANUAL MOTOR RATED SWITCH

WITH THERMAL OVERLOADS (TT-SWITCH)

M

ANNOTATION SYMBOLS

L1-12

L1-12

AHU-1

PANEL & CIRCUIT IDENTIFICATION

PANEL & CIRCUIT IDENTIFICATION

B LIGHTING FIXTURE TAG

'L1' DENOTES PANEL NAME, '24' DENOTES CIRCUIT NUMBER.L1-24

LIGHTING FIXTURE TAG

(SEE LIGHTING FIXTURE SCHEDULE)

B2

# SPECIFIC NOTE KEY

(REFERENCE # UNDER 'SPECIFIC NOTES' ON EACH SHEET)

a

SWITCH IDENTIFICATION TAG

a SWITCH IDENTIFIER

EQUIPMENT IDENTIFIER

(SEE MECHANICAL ELECTRICAL SCHEDULE)

EXISTING TO REMAIN(E) DEMOLISH / DEMOLISHED(X)

LIGHTING SYMBOLS

POLE MOUNT LIGHT FIXTURE

ELECTRICAL ABBREVIATIONS

ABOVE FINISHED FLOORAFF

AMERICAN WIRE GAUGEAWG

HORSEPOWERHP

MAIN CIRCUIT BREAKERMCB

CORRELATED COLOR

TEMPERATURE

CCT

LIGHT EMITTING DIODELED

COPPERCU

EQUIPMENT GROUNDING

CONDUCTOR

EGC

FULL LOAD AMPSFLA

GROUNDGND

GROUND-FAULT CIRCUIT

INTERRUPTER

GFCI

GROUND-FAULT

PROTECTION OF EQUIPMENT

GFPE

MAIN GROUNDING

BUSBAR

MGB

MAIN DISTRIBUTION

PANELBOARD

MDP

MAXIMUM OVER

CURRENT PROTECTION

MOCP

MANUAL TRANSFER

SWITCH

MTS

OVER CURRENT

PROTECTION

OCP

PANELBOARDPNL

VARIABLE FREQUENCY

DRIVE

VFD

UNLESS OTHERWISE

NOTED

UON

CONDUITC

CIRCUIT BREAKER TYPECBT

GROUNDING ELECTRODE

CONDUCTOR

GEC

SUPPLY SIDE BONDING

JUMPER

SSBJ

AMP INTERRUPTING

CAPACITY

AIC

UNINTERRUPTIBLE

POWER SUPPLY

UPS

AS REQUIRED

NOTE:

CONDUIT TYPE, SIZE, AND

NUMBER OF CONDUITS AS

SHOWN ON DRAWINGS

(TYPICAL)

BACKFILL ABOVE CONDUIT &

BEDDING BELOW CONDUIT

(MAY BE SAME TYPE MATERIAL)

POWER CONDUIT(S)2

(O

R P

E R

N E

C T

A B

L E

.5

) 0

FINISH GRADE

STRUCTURAL FILL

SURFACE FINISH TO MATCH ADJACENT FINISH

MARKER/WARNING

TAPE 3" WIDE MIN

COMPACTION ALLOWED ONLY

AFTER MIN 4" STRUCTURAL

FILL OVER BACKFILL MATERIAL

SPACING BETWEEN SIMILAR

TYPES OF CONDUITS TO BE MIN

2" OR 1 X DIAMETER OF CONDUIT

WHICHEVER IS GREATER

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ENG

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ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

19-DEC-2025

Donald L Hopkins

No. EE 10582

12/18/2025 4:05:50 PM

DLH

NBD

LEGEND,

SCHEDULES, AND

DETAILS

E001

REPLACE FUEL

TANKS B2096

482503

19 DEC 2025

ELECTRIC MOTOR AND EQUIPMENT SCHEDULE

TAG DESCRIPTION RATING PHASE FLA MOPD

MOTOR

DISCONNECT

MINIMUM CONDUCTOR

& RACEWAY

PANEL-CIRCUIT COMMENTS

120 V

P-1 FUEL TRANSFER PUMP AND CONTROLS 1/3 HP 1 7.2 A 20.0 A CIRCUIT BREAKER 2 #12, #12 GND, 3/4" C. MAIN - 9 CONTROLLER INCLUDES LOCAL DISCONNECT

P-2 FUEL TRANSFER PUMP AND CONTROLS 1/3 HP 1 7.2 A 20.0 A CIRCUIT BREAKER 2 #12, #12 GND, 3/4" C. MAIN - 13 CONTROLLER INCLUDES LOCAL DISCONNECT

NOTES: CIRCUIT BREAKERS IDENTIFIED AS (N) ARE NEW CIRCUIT BREAKERS INSTALLED IN PREPARED SPACES.

MD METER DATA [ARTICLE 220.87] 0 VA 0.0% 0 VA

CH CHILLER [ARTICLE 440.33] (SUMMER ONLY) 0 VA 0.0% 0 VA

EH ELEC. HEAT [ARTICLE 215.2(A)(1)] (WINTER ONLY) 0 VA 0.0% 0 VA

H HBO [ARTICLE 220.14(A)] (WINTER ONLY) 0 VA 0.0% 0 VA SUMMER DEMAND [NO CHANGE]: 2,098 VA 10.1 A 20.2%

A APPLIANCE [ARTICLE 220.56] 0 VA 0.0% 0 VA WINTER DEMAND [NO CHANGE]: 2,098 VA 10.1 A 20.2%

M MOTOR [ARTICLE 430.24] 1,728 VA 112.5% 1,944 VA SEASONAL LOAD [NEC 220.60]

R RECEPTACLES [ARTICLE 220.47] 0 VA 0.0% 0 VA

L LIGHTING [ARTICLE 215.2(A)(1)] 123 VA 125.0% 154 VA DEMAND LOAD: 2,098 VA 10.1 A 20.2%

E NON-CONTINUOUS [ARTICLE 215.2(A)(1)] 0 VA 0.0% 0 VA CONNECTED LOAD: 1,851 VA 8.9 A 17.8%

C CONTINUOUS [ARTICLE 215.2(A)(1)] 0 VA 0.0% 0 VA LOAD AMPS % MCB

LOAD CLASSIFICATION [NEC 2023] CONNECTED LOAD DEMAND FACTOR DEMAND LOAD PANEL TOTALS

% MCB (PHASE): 30.9% 0.0%

CONNECTED AMPS (PHASE): 15.4 A 0.0 A

CONNECTED LOAD (PHASE): 1,851 VA 0 VA

15 (N) EMERGENCY FUEL SHUTDOWN POWER -- -- 20 1 0 -- 1 -- -- -- PREPARED SPACE 16

13 (N) P-2 (1/3 HP) FUEL TRANSFER PUMP M 20 1 864 123 1 20 L (N) FUEL TANK AREA LIGHT 14

11 (E) UNKNOWN LOAD E 20 1 0 0 1 20 E (E) UNKNOWN LOAD 12

9 (N) P-1 (1/3 HP) FUEL TRANSFER PUMP M 20 1 864 0 10

7 (E) UNKNOWN LOAD E 20 1 0 0

2 20 E (E) UNKNOWN LOAD

5 0 0 6

(E) UNKNOWN LOAD E 20 2

0 0

2 20 E (E) UNKNOWN LOAD

1 (E) UNKNOWN LOAD E 20 1 0 0 1 20 E (E) UNKNOWN LOAD 2

CKT CIRCUIT DESCRIPTION CBT

LOAD

CLASS

TRIP P A B P TRIP

LOAD

CLASS

CBT CIRCUIT DESCRIPTION CKT

SUPPLY FROM: POLE MOUNT XFMR ENCLOSURE: TYPE 3R PHASE, WIRE: 1 PH, 3 W MAINS TYPE: MCB A.I.C. RATING: 10,000 A

LOCATION: UTILITY POLE MOUNTING: SURFACE VOLTS: 120/208V MAINS RATING: 100.0 A MCB RATING: 50.0 A

PANEL: MAIN

EXISTING PANELBOARD MAIN

NOT TO SCALEE001

1 TYPICAL TRENCH DETAIL

LIGHTING FIXTURE SCHEDULE (BASIS OF DESIGN)

FIXTURE

TAG

TYPE

NOMINAL

LUMENS

CCT

(K)

DESCRIPTION MOUNTING MANUFACTURER MODEL

INPUT

LOAD (W)

A LED 14,700 3,000 POLETOP MOUNTED LED AREA LUMINAIRE , -40C AND IP65 RATED, PHOTOCELL CONTROLLED POLE TOP LITHONIA P5 30K SYM MVOLT RADPT20 PE SF DBLXD 123

P STEEL ROUND TAPERED BLACK FINISHED STEEL POLE 20 FEET TALL CONCRETE FOUNDATION LITHONIA RTS 20 5-9B PT BAA DBLXD

NO SCALEE001

2 ONE LINE DIAGRAM

DIESEL

MOGAS

(E) UTILITY POLE AND TRANSFORMERS

P-1

P-2

(E) UTILITY POLE AND PANELBOARD

R

CLASS I DIVISION 2 AREA WITHIN HATCH

AREA 18" ABOVE GROUND LEVEL

SEE BELOW FOR ELEVATIONS OF CLASSIFIED AREAS

A

A

1" = 10'-0"E002

1 ELECTRICAL SITE PLAN

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PROFESS IONAL

ENG

IN

E

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ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.comAECC511

08-JAN-2026

Donald L Hopkins

No. EE 10582

1/8/2026 4:13:18 PM

DLH

NBD

SITE PLAN,

SPECIFICATIONS

AND DETAILS

E002

REPLACE FUEL

TANKS B2096

482503

19 DEC 2025

LIGHTING CALCULATIONS

AREA TARGET AVG MAX MIN AVG/MIN

FUELING STATION 2.0 fc 1.9 fc 2.1 fc 1.3 fc 1.5

NO SCALEE002

2 LIGHTING CALCS

SPECIFIC SHEET NOTES

1 TRACE AND VERIFY CIRCUITS ON THE PANEL BEFORE CONNECTING A NEW LOAD.

2 PROVIDE TWO SETS OF CONDUITS ONE FOR P-1 AND ONE FOR P-2. NOTE

UNDERGROUND ELECTRICAL LINES ARE IN REPRESENTATIVE LOCATIONS WHERE

CONTRACTOR TO COORDINATE WITH OTHER SYSTEMS TO RESOLVE CONFLICTS,

i.e. BOLLARD LOCATIONS AND MECHANICAL MOTORS.

3 PROVIDE REMOTE FUEL TANK EMERGENCY SHUT-OFF SWITCH AT LOCATION OF

PANELBOARD WITH CODE REQUIRED PLACARD DENOTING (EMERGENCY FUEL

SHUTOFF). SWITCH SHALL DISCONNECT POWER TO ALL FUEL PUMPS /

CONTROLLERS WITH ONE ACTION. SHUTOFF SWITCH TO BE ENCLOSED UNDER

CLEAR COVER WITH PUSHBUTTON SWITCH UNDER THE COVER.

NO SCALEE002

3 POLE FOUNDATION

NO SCALEE002

4 AREA CLASSIFICATION ELEVATION