A.2.11.3_Solic_Vol_3_EIE431_Drwgs_RTA.pdf

US Army Corps of Engineers Alaska District

EIE431

F-35A Conventional Munitions Maintenance

Facility, Eielson, AFB

W911KB19R0003

June 2019

HGFEDCBA

EIE431 CONVENTIONAL MUNITIONS FACILITY

EIELSON AFB, ALASKA

CONTRACT NUMBER: W911KB-17-D-0006

US ARMY CORPS

OF ENGINEERS

ALASKA DISTRICT

Reference number:

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RTA SUBMITTAL

GENERAL

G-001 COVER SHEET

G-003 DRAWING INDEX

G-004 GENERAL NOTES AND CODE STUDY

G-101 LOCATION & VICINITY MAP

G-102 GENERAL ARRANGEMENT PLAN

G-103 LIFE SAFETY INFORMATION

HAZMAT

H-001 HAZARDS ABATEMENT - GENERAL & SHEET NOTES, AND LEGENDS

H-101 HAZARDS ABATEMENT - BUILDING 6385 INTERIOR

CIVIL

C-001 NOTES, LEGEND & ABBREVIATIONS

V-101 EXISTING CONDITIONS PLAN

CD101 SITE DEMOLITION PLAN

C-101 OVERALL SITE PLAN

C-102 SITE PLAN

C-111 GRADING PLAN

C-301 SECTIONS

C-302 SECTIONS

C-501 DETAILS

C-502 DETAILS

C-503 FIRE HYDRANT DETAILS

C-504 FIRE HYDRANT DETAILS

C-701 UTILITY PLAN

C-702 UTILITY PROFILES

LANDSCAPE

L-101 PLANTING PLAN

ARCHITECTURAL/ INTERIORS

A-001 HORIZONTAL & VERTICAL ASSEMBLIES

A-101 DEMOLITION FLOOR & CEILING PLANS

A-111 REFERENCE FLOOR PLAN

A-112 ENLARGED FLOOR PLAN

A-113 ROOF PLAN

A-114 PUMP HOUSE PLANS

A-131 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-511 AIR BARRIER DETAILS

A-512 AIR BARRIER DETAILS

A-601 DOOR & WINDOW SCHEDULES

I-001 INTERIOR SCHEDULES

I-111 FLOOR FINISH PLAN

I-121 FURNITURE FOOTPRINT PLAN - AREA A

I-122 FURNITURE FOOTPRINT PLAN - AREA B

I-201 INTERIOR ELEVATIONS

I-501 INTERIOR DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES & INTERPRETATION OF DRAWINGS

S-002 GENERAL STRUCTURAL NOTES

S-003 STRUCTURAL SPECIAL INSPECTIONS TABLES

S-004 STRUCTURAL SPECIAL INSPECTIONS TABLES

S-005 STRUCTURAL SPECIAL INSPECTIONS TABLES

S-006 STRUCTURAL SPECIAL INSPECTIONS TABLES

S-007 PLAN KEYNOTES

S-101 FOUNDATION PLAN

S-102 FLOOR SLAB PLAN

S-103 ROOF FRAMING PLAN

S-511 FOUNDATION DETAILS

S-512 FOUNDATION DETAILS

S-513 FOUNDATION DETAILS

S-521 FRAMING DETAILS

S-522 FRAMING DETAILS

S-523 FRAMING DETAILS

S-601 STRUCTURAL SNOW DRIFT AND UNBALANCED SNOW LOAD DIAGRAM

S-602 STRUCTURAL COMPONENT AND CLADDING WALL WIND PRESSURE ZONES

DIAGRAMS

S-603 STRUCTURAL COMPONENT AND CLADDING WALL WIND PRESSURE ZONES

DIAGRAMS

S-604 STRUCTURAL COMPONENT AND CLADDING ROOF WIND PRESSURE ZONES

DIAGRAMS

S-611 SCHEDULES

S-701 TYPICAL DETAILS

S-702 TYPICAL DETAILS

S-703 TYPICAL DETAILS

S-704 TYPICAL DETAILS

S-705 TYPICAL DETAILS

MECHANICAL

M-001 LEGEND & ABBREVIATIONS

M-101 UNDERFLOOR PLUMBING

M-110 PLUMBING FLOOR PLAN

M-120 HEATING FLOOR PLAN

M-130 VENTILATION FLOOR PLAN

M-140 ROOF PLAN

M-301 ENLARGED MECHANICAL PLANS

M-302 ENLARGED PUMP HOUSE

M-401 MECHANICAL SECTION

M-501 DETAILS - PLUMBING

M-502 DETAILS - HEATING

M-503 DETAILS - VENTILATION

M-504 DETAILS - PLUMBING

M-601 SCHEDULES - PLUMBING

M-602 SCHEDULES - HEATING

M-603 SCHEDULES - VENTILATION

M-604 SCHEDULES - HEATING

M-701 DIAGRAMS - HEATING

M-702 DIAGRAMS - HEATING

M-703 DIAGRAMS - PLUMBING

M-801 CONTROL SEQUENCES

M-802 CONTROL SEQUENCES

M-803 CONTROL SEQUENCES

M-804 CONTROL SEQUENCES

M-805 CONTROL SEQUENCES

M-806 CONTROL SEQUENCES

M-807 CONTROL SEQUENCES

M-808 CONTROL SEQUENCES

M-809 CONTROL SEQUENCES

M-810 CONTROL SEQUENCES

M-811 CONTROL SEQUENCES

FIRE PROTECTION

FP001 SITE PLAN LEGEND AND NOTES

FP101 FIRST FLOOR FIRE PROTECTION PLAN

FP301 ENLARGED FIRE PUMP ROOM

ELECTRICAL

E-001 LEGEND & ABBREVIATIONS

E-002 PROJECT NOTES

ED101 ELECTRICAL DEMOLITION PLAN

ES101 BLDG 6358 SITE PLAN

ES102 CATENARY LIGHTING PROTECTION SYSTEM

ES103 HEAT TRACE SITE PLAN

E-101 FOUNDATION GROUNDING PLAN

E-110 LIGHTING FLOOR PLAN

E-120 POWER FLOOR PLAN

E-130 ROOF POWER PLANS

E-301 ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 LIGHTING PROTECTION SYSTEMS DETAILS

E-506 MANHOLE DETAILS

E-507 HIGH MAST POLE FOUNDATION DETAILS AND NOTES

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

E-604 ELECTRICAL SCHEDULES

E-605 ELECTRICAL SCHEDULES

E-701 POWER ONE-LINE DIAGRAMS

E-702 RISER DIAGRAMS

TELECOMMUNICATION

T-001 LEGEND AND ABBREVIATIONS

TD101 TELECOMMUNICATIONS SITE DEMOLITION PLAN

TS101 TELECOMMUNICATIONS SITE PLAN

T-110 TELECOMMUNICATIONS FLOOR PLAN

T-301 ENLARGED TELECOM PLAN

T-501 TELECOMMUNICATIONS DETAILS

T-701 TELECOMMUNICATIONS - RISER DIAGRAM

FIRE ALARM

FA001 FAMNS GENERAL NOTES AND LEGENDS

FA110 FIRE ALARM PLAN

FA301 ENLARGED FIRE PUMP ROOM

FA501 FAMNS ANTENNA DETAILS

FA601 FAMNS AND RSFACU RISER DIAGRAM

FA602 FAMNS OPERATIONAL MATRIX

US ARMY CORPS

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GENERAL PROJECT DESCRIPTION

The Conventional Munitions Facility project (CMF) includes new construction of a single story building replacing existing building #6385. The primary occupancies are B: Business (offices) and H1: High Hazard (munitions bays). Building is fully sprinkled. Fire alarm and mass notification systems are to be installed throughout the building.

IBC CHAPTER 3 – USE AND OCCUPANCY

• Group H-1 High Hazard - Storage or use of Explosives (quantities of explosives will exceed control area amounts, therefore H-1 Group is appropriate)

• Group B – Offices, Storage and Break room accessory to the Missile Maintenance Facility

IBC CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS

• Use UFC 3-600-01 in lieu of Chapter 4 per UFC 1-200-01.

• UFC 3-600-01 4-30 Ordnance Facilities references AFMAN 91-201 for Air

Force projects.

IBC CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS

The Conventional Munitions Facility is classified under non-separated occupancies for purposes of determining allowable height and area. As such, allowable height and area are determined by the most restrictive occupancy (H-1).

Allowable area Table 503

• H-1 Occupancy/ Type IIB Construction = 7,000sf

• Frontage increase permitted = 1.75x tabular area (7000 x 1.75 = 10,500sf for type IIB construction)

• Automatic sprinklers to be installed throughout the facility

• Automatic sprinkler increase not permitted for H-1

• Total building area = 9,318sf (9,318<10,500 = OK)

Allowable height Tables 504.3 & 504.4

• H-1/ Type II-B = 55ft and 1 story above grade

• Building is 1 story and 30ft tall = OK

508.3.3 – While the IBC does not allow mixed occupancies to include H-1 high hazard, UFC 1-200-01 and 3-600-01 require the use of DOD 6055.9-M and AFMAN 91-201 in lieu of the IBC for H-1 Occupancies. Neither of these standards has a specific requirement for rating the separation between B and H-1 occupancies. The requirements of NFPA 101 Chapter 6 are used as a precaution as outlined below.

NFPA 101 CHAPTER 6 - CLASSIFICATION OF OCCUPANCY AND HAZARD

OF CONTENTS

Table 6.1.14.4.1(b) requires a 2-hour fire separation between Business and Industrial High Hazard occupancies. Refer to the life safety plan for 1-hour fire barrier. NFPA 101 Table 6.1.14.4.1 (b) allows a reduced rating of 1-hour for the fire barrier with sprinklers.

LIFE SAFETY CODE ANALYSIS

IBC CHAPTER 6 – TYPES OF CONSTRUCTION

Table 601 – Fire-Resistance Rating Requirements for Building Elements

• Type II-B Construction – no fire rating of building elements required.

Table 602 Fire Resistance of Exterior Walls Based on Fire Separation Distance

• 75ft separation distance required for H-1 per 415.6.1.1

• No rating of exterior walls required.

NFPA 101 CHAPTER 7 – MEANS OF EGRESS

Table 7.3.1.2 Occupant Load Factors

• General and High Hazard Industrial = 100sf / person

• Business Use = 100sf / person

Table 7.3.3.1 Capacity Factors High hazard contents: Stairways .7in/person, Level Components .4in/person

IBC CHAPTER 8 – INTERIOR FINISHES

• Do not use IBC Chapter 8. Use UFC 3-600-01 in lieu of IBC Chapter 8 in conjunction and coordination with UFC 3-120-10.

IBC CHAPTER 9 – FIRE PROTECTION SYSTEMS

• Do not use IBC Chapter 9. Use UFC 3-600-01 in lieu of IBC Chapter 9.

IBC CHAPTER 10 – MEANS OF EGRESS

Use UFC 3-600-01 in lieu of IBC Chapter 10. Where the ABA Standards reference the previous versions of the IBC, the applicable requirements of the 2015 IBC are acceptable. UFC 3-600-01 references NFPA 101 for all means of egress components and features.

NFPA 101 CHAPTER 38 – BUSINESS OCCUPANCIES

38.2.4 Means of Egress

• 39.2.4.3 – A single exit shall be permitted for a room or area with <100 persons

• Travel distance shall not exceed 100ft

• Maximum travel distance in proposed = 91ft < 100ft = OK

NFPA 101 CHAPTER 40 – INDUSTRIAL OCCUPANCIES

2 separate exits are provided from each munitions maintenance bay.

Table 40.2.6 Maximum travel distance for High-Hazard Industrial = 75ft Maximum distance proposed 26ft < 100ft = OK

AFMAN 91-201 EXPLOSIVES FACILITY DESIGN

The facility is designed to meet the requirements of AFMAN 91-201.

Because operations and personnel within the IBD are all related and exposed to similar hazards, no protective construction is required as in Section 6.28. All explosives safety criteria will be met by providing appropriate separation distances per DoD6055.09-M, as shown in the ESSP.

• AFMAN 32-1084 – Standard Facility Requirements

• AFMAN 91-201 – Explosives Safety Standards

• Air Force Munitions Facilities Standards Guide – Volume , May 2004

• Air Force Occupational Safety and Health (AFOSH) Standard 97-118, Training

Systems Fire Protection

• DoD 6055.09-M – Ammunition and Explosives Safety Standards: Explosives

Safety Construction Criteria

• ETL 1110-1-185 - Guidelines on Ground Improvement for Structures and

Facilities

• IBC 2015 – International Building Code

• IPC 2015 - International Plumbing Code

• IMC 2015 - International Mechanical Code

• IFGC 2015 - International Fuel Gas Code

• NFPA 101 2018 – Life Safety Code

• National Fire Protection Association (NFPA) 13 Sprinkler Systems.

• ASCE/SEI 7-1 Minimum Design Loads for Buildings and Other Structures

• UFC 1-200-01 – General Building Requirements

• UFC 1-200-02 High Performance and Sustainability Requirements, November

• UFC 3-101-01 - Architecture

• UFC 3-110-03 - Roofing

• UFC 3-120-01 - Air Force Sign Standard

• UFC 3-120-10 - Interior Design

• UFC 3-220-01 - Geotechnical Engineering

• UFC 3-301-01 Structural Engineering

• UFC 3-301-04 Seismic Design of Buildings

• UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, October

• UFC 3-420-01 Plumbing Systems, October 2015

• UFC 3-600-01 – Fire Protection Engineering for Facilities

• UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, October

• UFC 4-010-06 - Cybersecurity of Facility-Related Control Systems

• Eielson Air Force Base – Architectural Compatibility Plan

• Requirements Document (RD) produced by Jacobs, July 2016

• Installation Design Guide, Eielson Air Force Base, date 2016

• Lockheed Martin, F35 Lightning II Facility Requirements Document, May 2015

• Architectural and Engineering Instructions Design Criteria (AIDC)

• Applicable Department of the Army Technical Manuals

• American Society of Heating, Refrigerating Air-Conditioning Engineers, Inc.

(ASHRAE)

• ASHRAE Standard 189.1-2010 Standard for the Design of High Performance

Green Buildings

• ASHRAE Standard 90.1-2010 Energy Efficiency Criteria for Commercial

Buildings

• ASHRAE Standard 62.1-2013 Ventilation for Acceptable Indoor Air Quality

• ASHRAE Standard 55-2010 Thermal Environmental Conditions for Human

Occupancy

• Sheet Metal and Air Conditioning Contractors National Association, Inc.

(SMACNA)

• American Society for Testing Materials (ASTM)

• National Electrical Manufacturers Association (NEMA)

• Underwriters Laboratories, Inc. (UL)

APPLICABLE CODES & STANDARDS

US ARMY CORPS

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1 1/2"

1 1/2"

CLR

STANDARD ABBREVIATIONS

HIGH DENSITY PARTICLE BOARD

METAL FACED PLYWOOD

FIRE RETARDANT TREATED

GLASS FIBER REINFORCED

FIBERGLASS REINFORCED

INSULATED HOLLOW METAL

EACH

EXHAUST AIR

ELEVATION

ELECTRICAL

DISPENSER

DISHWASHER

DRAWING

DRAWER

DOWN

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EA

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MAX

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MECH

MBR

M

KIT

LAM

LS

LAV

L

MECHANICAL

MEN

MAXIMUM

MATERIAL

MEMBER

LAG SCREW

KITCHEN

LONG

LAVATORY

LAMINATED

GALVANIZED

CONCRETE MASONRY UNITS

CONCRETECONC

CONTINUOUS

CORRIDOR

COORDINATE

CONTRACTOR

DOUBLE

DEEP

CENTERLINE

CERAMIC TILE

COUNTERSUNK

CONSTRUCTION

DIMENSION

DIAMETER

DRINKING FOUNTAIN

CTSK

DIA

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DBL

DIM

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L

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CONT

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CT

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CARPET

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CLEAR

COLUMN

CEILING

CONFERENCE

CORRUGATED METAL PIPE

CONTROL JOINT

CAST IN PLACE

CLG

COL

CLR

CLO

CMU

CMP

CONF

BTWN

CB

CAR

CAB

CJ

CIP

HEIGHTHT

JAN

JT

INCL

INT

IHM

JOINT

JANITOR

INTERIOR

INCLUDING

HDPB

HDWD

HDW

HR

HORIZ

H

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GWB

GL

GFRC

GALV

GYP

HORSEPOWER

HORIZONTAL

HARDWOOD

HIGH

HARDWARE

HOUR

GYPSUM WALLBOARD

GYPSUM

GLASS

CEMENT

ABOVE FINISH FLOORAFF

ALASKA

ALUMINUM

APPROXIMATE

ALTERNATE

BOARD

ARCHITECTURAL

BUILDING

BOTTOM

BEAM

BLD/BLDG

BD

BM

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ALT

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ARCH

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ACOUSTICAL

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ADJ

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FRT

FTG

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GA

FT

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FOF

FLR

FRP

FLASH

FPW

PLASTIC

FOOT OR FEET

FURRING

FOOTING

GAUGE

FACE OF STUD

FACE OF FINISH

TREATED PLYWOOD

FIRE RETARDANT

FLOOR

FLASHING

FDN

FIN

FD

FE

FLOOR DRAIN

FIRE EXTINGUISHER

FOUNDATION

FINISH

DOOR KEY

TOP OF PARAPET

TOP OF JOIST

TOP OF EXISTING PARAPET

TOP OF EXISTING JOIST

TOP OF EXISTING DECK

TOP OF EXISTING BEAM

TOP OF DECK

TOP OF BEAM

TOILET PAPER

TONGUE & GROOVE

SPECIFICATIONS

STAINLESS STEEL

SUSPENDED ACOUSTICAL

SQUARE FOOT

R/A RETURN AIR

RUBBER TILE

REVISED/REVISION

REFERENCE / REFRIGERATOR

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REINF

REF

REV

RF

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ROUGH OPENING

REQUIRED

REINFORCED

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SECTION NO.

DETAIL /

SHEET NO.

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TOEP

TOED

TOEB

TYP

TOP

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TR

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TEL

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T

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TELEPHONE

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ON CENTER

OUTSIDE AIR

OVER

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SHR

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SECT

SPECS

STD

STRUCT

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SQ

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SV

SF

SIM

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SHEET VINYL

STRUCTURAL

STANDARD

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SHOWER

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EQUAL

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ETHYLENE PROPYLENE

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ENCL

EXP

NOM

NTS

NIC

MFRD

MISC

MO

MIN

MTL

NOT TO SCALE

NOT IN CONTRACT

NOMINAL

MASONRY OPENING

MISCELLANEOUS

MANUFACTURED

MINIMUM

METAL

SHEET NOTE TAG

ROOM TAG

WINDOW KEY

INDICATES "CLEAR" DIMENSION

FROM FACE OF FINISH (FOF)

TO FACE OF FINISH (FOF).

UNLESS OTHERWISE NOTED.

TO FACE OF STUD (FOS)

FACE OF STUD (FOS)

DIMENSIONS ARE FROM

WELDED WIRE FABRIC

Mechanical, Electrical for additional NOTE: Reference Schedules, Structural, TYPICAL:

abbreviation legends.

WWF

UNLESS NOTED OTHERWISE

UNDERWRITERS LABORATORY

VAPOR RETARDER

INTERNATIONAL BUILDING CODE

WIDE / WOMEN

WATER CLOSET

WATER RESISTANT GYPSUM

VERT

VEST

WRGWB

W/O

WD

WC

W/

WP

VR

VT

WOOD

WALLBOARD

WITH

WATERPROOF

WITHOUT

VERTICAL

VINYL TILE

VESTIBULE

UNO

IBC

UL

PR PAIR

MULLIONMULL

BOTTOM OF DECKBOD

CABINET UNIT HEATERCUH

OPP OPPOSITE HAND

A ACRYLIC COATING

ACOUSTIC TILEAT

EXTERIOREXT

EXISTING WOOD CEILINGEXWD

FF FACTORY FINISH

NONE / NOT APPLICABLEN

SEALERS

SM SURFACE MOUNT

TS TACK SURFACE

PAINTP

RTT RUBBER TIRE TILE

RUB RUBBER ANTI-SLIP

PLASTIC PANEL WAINSCOTPP

PLY PLYWOOD WAINSCOT

VST STAIR TREAD

WOM WOMEN

WOOD FIBER BOARDWFB

5' DIA.

REFERENCE

CIRCLE FOR

CLEARANCE

SMOKE BARRIERSB

SS STAINLESS STEEL

(NO CEILING)

PRESERVATIVE TREATEDPT

RB RUBBER BASE

MB MARKER BOARD

PROJECTION SCREENPS

OWNER FURNISHEDO.F./C.I.

CONTRACTOR INSTALLED

EXISTING(E)

WALL SECTION SYMBOL

DETAIL SYMBOL

ELEVATION SYMBOLS

BUILDING SECTION SYMBOL

MISCELLANEOUS SYMBOLS

DIMENSIONING CONVENTIONS

NORTH ARROW

000 SF

ROOM

A000

A000

A000

A

A000

A

A000

ELEVATION NO.

SHEET NO.

SINGLE MULTIPLE

A000 2

A000

SOG SLAB ON GRADE

OWNER FURNISHEDO.F./O.I.

OWNER INSTALLED

CHAIN LINKCHLINK

HARD CONCRETE HARDENER

HPDL PLASTIC LAMINATE

SDT STATIC DISSIPATIVE TILE

SEAL SEALER

SSM SOLID SURFACE MATERIAL

ASSEMBLY TAG A4

EMERGENCY EYE WASHEW HM HOLLOW METAL

INSULATION / INSULATINGINSUL

MCM METAL COMPOSITE MATERIAL

ALUMINUM COMPOSITE MATERIALACM

GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GF/GI

FEC FIRE EXTINGUISHER CABINET-

SURFACE MOUNT

SWA SECURE WORKING

AREA

ID INSIDE DIAMETER

FECR FIRE EXTINGUISHER CABINET-

RECESSED

EXTERIOR INSULATION AND

FINISH SYSTEM

EIFS

MDF MEDIUM DENSITY FIBERBOARD

EDGE OF SLABEOS

LM LOCKHEED MARTIN

EIELSONEIE

WALK OFF CARPETWOC

PLAN NORTH

S ym

A ct io n

D es cr ip ti o n D at e

A p

5263 5264

5258 5257

1124 1135

34701

62035

W W

W W W W

W W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WWW

WWWW

WWWW

WWW

WWWW

WWWWW

W

W

W

W

W

W

W

EIE431 TEMPORARY

SOUTH GATE ACCESS

FOR CONSTRUCTION,

SEE NOTE 9

TO CATHER'S LAKE

MULLINS BORROW PIT

2310 CENTRAL AVE. CIVIL ENGINEERING

WATER TREATMENT POND (WTP)

CHPP (POWER PLANT)

CLEAN CONCRETE

DISPOSAL SITE, NOTE 5

(SPRUCE LAKE)

TO CATHER'S LAKE

FIRE/RESCUE STATION

MAIN GATE

FL IGHTLINE AVE

CENTRAL AVE

ARCTIC AVE INDUSTRIAL DRIVE

EIE431

PROJECT

LOCATION

RCMS-1

RESET

MUNITIONS ROAD

QUARRY ROAD

ECM-1

RCMS-2

TO BLDG 6385

TO BLDG 6385

MUNITIONS ROAD

ALTERNATE HAUL ROUTE

TO NORTH POLE/

FAIRBANKS

TO DELTA JUNCTION

OFFICE/LAYDOWN AREA

LEGEND

PROJECT LOCATION/ STOCKPILE(S)

HAUL ROUTE/ACCESS ROAD

EIELSON

PROJECT

SITE

AIRPORT

FAIRBANKS

R

I

C

H

A

R

D

S

O

N

H

I

G

H

W

A

Y

AIRPORT

FAIRBANKS

R

I

C

H

A

R

D

S

O

N

H

I

G

H

W

A

Y

PLAN NORTH

SCALE:

VICINITY MAP

NTSA5

SCALE:

LOCATION AND VICINITY MAP

NTSA1

PLAN NORTH

L O

C A

T I O

N

A

N

V

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S

SHEET NOTES:

1. THIS DRAWING IS OF GENERAL NATURE, DO NOT USE THIS

DRAWING FOR DESIGN APPLICATIONS.

2. THE GOVERNMENT SANITARY LANDFILL IS NOT AVAILABLE

FOR NON-HAZARDOUS WASTES. CONSTRUCTION AND

DEMOLITION WASTES SHALL BE DISPOSED OFF

GOVERNMENT PROPERTY. THERE ARE DISPOSAL AREAS

FOR CLEAN CONCRETE AND CONCRETE WASTES.

REFERENCE THE SCOPE OF WORK FOR ADDITIONAL

DISPOSAL REQUIREMENTS.

3. GOVERNMENT BORROW MATERIAL IS AVAILABLE AT

MULLINS BORROW PIT FOR USE. THE CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER FOR

ACCESS AND REQUIREMENTS TO OBTAIN MATERIAL. 24

HOUR OPERATIONS MAY BE REQUIRED. CONTRACTOR

SHALL STRIP 1 ACRE OF OVERBURDEN PRIOR TO BAILING

GRAVEL AND BORROW MATERIAL SHALL BE REMOVED TO

A MINIMUM DEPTH OF 30'. MULTIPLE CONTRACTORS WILL

BE UTILIZING THE BORROW PIT SIMULTANEOUSLY,

CONTRACTOR SHALL COORDINATE WITH ADJACENT

CONTRACTORS TO MINIMIZE DISRUPTION TO OPERATIONS

DURING BAILING, STOCKPILING, AND HAULING.

4. REFERENCE SHEET G-102 FOR THE CONTRACTOR'S

STAGING/LAYDOWN AREA. THE CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER FOR

ADDITIONAL STAGING/LAYDOWN AREA(S).

5. THE CONTRACTOR SHALL DISPOSE OF CLEAN CONCRETE

AT SPRUCE LAKE. COORDINATE WITH THE CONTRACTING

OFFICER FOR ACCESS AND DISPOSAL REQUIREMENTS.

6. CLEAN FILL SHALL BE DISPOSED OF AT A LOCATION

WITHIN 7 MILES PER DIRECTION FROM THE CONTRACTING

OFFICER

7. ASBESTOS CONTAINING MATERIALS SHALL BE HAULED

OFF BASE AND DISPOSED OF IN AN APPROPRIATE OFF

BASE LANDFILL AREA.

8. ASPHALT DEBRIS WILL BE DISPOSED OF OFF-BASE IN AN

APPROVED DISPOSAL LOCATION.

9. TEMPORARY SOUTH GATE ACCESS WILL BE LIMITED

DURING WINTER MONTHS FROM NOV-MARCH.

10. CONTRACTOR AND ASSOCIATED PERSONNEL SHALL BE

ESCORTED BY MUNITIONS PERSONNEL AT ALL TIMES

DURING CONSTRUCTION AND DEMOLITION WORK.

11. CONTRACTOR SHALL ESTABLISH SET WORK HOURS WITH

EIELSON MUNITIONS NOT TO EXCEED 12 HOURS A DAY

AND 6 DAYS PER WEEK. WORK SHALL NOT BE SCHEDULED

ON FEDERAL HOLIDAYS OR EIELSON HOLIDAYS.

12. AMMO BARGE SHIPMENTS MAY DELAY OR RESTRICT

TRAFFIC IN AND OUT OF PROJECT SITE FOR A ONE WEEK

PERIOD IN APRIL AND OCTOBER. COORDINATE WITH

CONTRACTING OFFICER IN MARCH AND SEPTEMBER FOR

SCHEDULE OF SHIPMENTS.

US ARMY CORPS

OF ENGINEERS

Reference number:

U.

S.

A

RM

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GI

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_G -101

A

B C D E F G H w w w c o f f m a n c o m

A n c h o r a g e

A l a s k a t r e e t

A E

C C

REGISTERED PROFESSIONA L ENGINEERMay 23, 2019 No. CE12292

JEFFREY D. BRACE

AutoCAD SHX Text C

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AutoCAD SHX Text C http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com AutoCAD SHX Text A

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(E) EQUIPMENT

STORAGE

(E) CONTINUOUS CONTROLLED

MUNITIONS AREA PERIMETER FROM

CONTROL POINT AROUND

EARTHEN COVERED AMMUNITION

STORAGE BUNKERS

(E) BLDG 6385,

TO BE DEMOLISHED

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

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X

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X

X

X

EIE431 PROJECT LIMITS

(E) FIRE WATER TANK,

TO REMAIN

STAGING AND

LAYDOWN AREA

(E) FUEL FILL STATION,

SEE NOTE 2

CONTROLLED MUNITIONS AREA

PERIMETER, SEE NOTE 3

(E) ACCESS ROAD

(E) ACCESS CONTROL POINT,

SEE NOTE 1

OFFICE/LAYDOWN AREA,

SEE NOTE 4

EIE381

OFFICE/LAYDOWN AREA

SCALE:

BLDG 6385 GENERAL ARRANGEMENT PLAN

1" = 200'-0"A1 0 200100 400 600 1"=200'-0"

SHEET NOTES:

1. COORDINATE WITH CONTRACTING OFFICER FOR SITE

ACCESS AND LIMITATIONS.

2. CONTRACTOR SHALL NOT BLOCK MILITARY VEHICLE

ACCESS TO THE EXISTING FUEL FILL STATION.

3. SMOKING AND PHOTOGRAPHY IS NOT ALLOWED IN

THE CONTROLLED MUNITIONS AREA. PROCEDURES

FOR KEY CONTRACTOR PERSONNEL TO TAKE

WORK PROGRESS PICTURES SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

4. THE LAYDOWN AREA INDICATES A GENERAL AREA,

THE CONTRACTOR SHALL SUBMIT FINAL LIMITS OF

AREA FOR APPROVAL BASED ON ACTUAL NEEDS.

VEGETATION REMOVAL AND DISPOSAL IS

REQUIRED BY THE CONTRACTOR AS IS FILL AND

LEVELING OF AREA NECESSARY FOR PARKING AND

PROPER DRAINAGE. ANY ROCK PLACED FOR

CONVENIENCE MUST BE REMOVED AT THE

COMPLETION OF THE WORK AND SITE RESTORED

TO PRE-CONSTRUCTION DRAINAGE PATTERNS.

POWER (7200 SINGLE PHASE) IS AVAILABLE IN THE

AREA - CONTRACTOR TO INSTALL ALL TEMPORARY

COMPONENTS TO BRING POWER TO HIS LOCATION.

NORMALLY ONLY ONE LANE WIDTH IS PLOWED FOR

SNOW REMOVAL IN THE WINTER.

US ARMY CORPS

OF ENGINEERS

Reference number:

U.

S.

A

RM

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B C D E F G H w w w c o f f m a n c o m

A n c h o r a g e

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REGISTERED PROFESSIONA L ENGINEERMay 23, 2019 No. CE12292

JEFFREY D. BRACE

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TH

BAY 1

BAY 2

BAY 3

WATER TANK

EX1

FIRE PUMP

OPEN OFFICE

REST

ELEC

VEST

ANCOIC

105REST

JAN

TOOLS

COM

NCOIC

BREAK ROOM

MECHANICAL

LOCKER

HALL

B:19

89'

F E

P

K

F E

F E

F E

F E

F E

B:15

B:1

B:1

B:4 S:2S:1

H:15

H:15

H:15

91'

L:20

S:0

S:0

P

P P

PP

P

1 1 1 1 11

51' 51'

51' 51'

B:1

B:1

B:0

B:0

B:2

30' DEAD END

51' 51'

F

F

FFF

F

FF

FF

P

P

P

P

P

LIFE SAFETY LEGEND

BUILDING EXIT WITH EXIT LOAD

TRAVEL DISTANCE FROM FURTHEST

POINT

OCCUPANCY TYPE & LOAD PER ROOMB:3

65'

FE FIRE EXTINGUISHER

P PANIC EXIT HARDWARE ON DOOR

K KNOX BOX

1 HOUR FIRE-RATED WALL1

FIRE ALARM PULL STATIONF

PUMP HOUSE

S:0

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U .S

A

R M

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ALASKA DISTRICT

A S

N O

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D

Garrett P. Burtner

No. 12683

O

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E A T th49

OF

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G-103

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05/10/2019

1/8" = 1'-0"A1

LIFE SAFETY PLAN

OCCUPANT LOAD SCHEDULE

ROOM

NUMBER ROOM NAME OCCUPANCY CLASS

OCCUPANT

LOAD FACTOR AREA

OCCUPANT

LOAD

116 BAY 1 H: INDUSTRIAL/ HIGH

HAZARD

100SF 1460 SF 15

117 BAY 2 H: INDUSTRIAL/ HIGH

HAZARD

100SF 1460 SF 15

118 BAY 3 H: INDUSTRIAL/ HIGH

HAZARD

100SF 1460 SF 15

EX1 WATER TANK NA NA 707 SF 0

115 FIRE PUMP S: SPECIAL PURPOSE

INDUSTRIAL

500SF 315 SF 1

104 OPEN OFFICE B: BUSINESS:

CONCENTRATED

50SF 925 SF 19

113 ELEC S: SPECIAL PURPOSE

INDUSTRIAL

NA 97 SF 0

101 VEST B: BUSINESS 150SF 59 SF 0

105 ANCOIC B: BUSINESS 150SF 104 SF 1

109 REST B: BUSINESS 150SF 74 SF 1

107 JAN B: BUSINESS 150SF 46 SF 0

112 TOOLS B: BUSINESS 150SF 525 SF 4

108 COM S: SPECIAL PURPOSE

INDUSTRIAL

NA 81 SF 0

106 NCOIC B: BUSINESS 150SF 104 SF 1

103 BREAK ROOM B: BUSINESS: COLLAB. 15SF 225 SF 15

114 MECHANICAL S: SPECIAL PURPOSE

INDUSTRIAL

500SF 790 SF 2

119 PUMP HOUSE S: SPECIAL PURPOSE

INDUSTRIAL

NA 114 SF 0

111 LOCKER B: BUSINESS # OF LOCKERS 122 SF 20

102 HALL B: BUSINESS 150SF 296 SF 2

1/8" = 1'-0"G3

LIFE SAFETY - PUMP HOUSE

S ym

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D es cr ip ti o n D at e

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NOTIFICATION OF POTENTIAL HAZARDS

ASBESTOS, LEAD, AND OTHER HAZARDOUS MATERIALS ARE

PRESENT IN THE BUILDING AND MAY IMPACT THE WORK OF

ALL TRADES. REGULATED AIR CONTAMINATES, INCLUDING

ASBESTOS AND LEAD, ARE ALSO PRESENT IN SETTLED AND

CONCEALED DUST IN AND ON ARCHITECTURAL,

STRUCTURAL, MECHANICAL, AND ELECTRICAL

COMPONENTS OR SYSTEMS THROUGHOUT THE BUILDING.

ALL TRADES SHALL COORDINATE WITH OTHER TRADES AND

CONDUCT THEIR WORK TO PREVENT WORKER EXPOSURE

OR SITE CONTAMINATION. REFER TO SPECIFICATION

DIVISIONS 0, 1, AND 2 FOR SPECIFIC INFORMATION

CONCERNING DISTURBING, REMOVING, AND DISPOSING OF

THESE MATERIALS AND THE INSTALLATION OF NEW

MATERIALS OR COMPONENTS. THIS NOTIFICATION IS

PROVIDED IN ACCORDANCE WITH EPA AND OSHA

REQUIREMENTS.

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

U.

S.

A

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GENERAL NOTES

1. THE HAZARDS ABATEMENT PORTION OF THIS PROJECT INCLUDES THE DISTURBANCE AND/OR REMOVAL AND DISPOSAL OF POLYCHLORINATED

BIPHENYL (PCB) CONTAINING LIGHT BALLASTS, MERCURY-CONTAINING MATERIALS, AND LEAD-CONTAINING MATERIALS. THE PURPOSE OF THE HAZARDS ABATEMENT PORTION OF THE WORK IS TO REMOVE THESE MATERIALS FROM BUILDING 6385 PRIOR TO DEMOLITION SO THAT PERSONNEL CAN SAFELY PERFORM THEIR WORK WITHOUT CREATING HAZARDS TO HEALTH OR THE ENVIRONMENT.

2. ALL POTENTIALLY HAZARDOUS MATERIALS SUCH AS MERCURY-CONTAINING LAMPS, METALLIC LEAD ITEMS, REFRIGERANTS, HEATING SYSTEM GLYCOL, AND PCB CONTAINING BALLASTS MUST BE REMOVED FROM THE BUILDING PRIOR TO DEMOLITION AND DISPOSED OF PROPERLY. REFER TO SPECIFICATIONS AND THE CONTRACTOR'S APPROVED WORK PLAN FOR HAZARDOUS MATERIALS REMOVAL, DISTURBANCE AND DISPOSAL

PROCEDURES.

3. LEAD-BASED PAINTS (PAINT CONTAINING EQUAL TO OR GREATER THAN 1.0 mg/cm²) WERE IDENTIFIED DURING THE LIMITED LEAD TESTING SHOWN IN THE HAZMAT SURVEY, AND LEAD-BASED PAINTS MAY BE PRESENT AT OTHER LOCATIONS. LOW LEVELS OF LEAD FOUND BY XRF TESTING DOES NOT MEAN THE PAINTS ARE FREE OF LEAD, THE PAINTS MAY CONTAIN MEASURABLE AMOUNTS OF LEAD. LEAD-CONTAINING MATERIALS INCLUDE ALL PAINTED SURFACES, CERAMIC TILES, AND METALLIC LEAD, AS WELL AS LEAD-CONTAINING DUSTS. THIS IS NOT A LEAD ABATEMENT PROJECT, AND ALL TRADES WILL LIKELY DISTURB SOME LEAD-CONTAINING MATERIALS. CONTROL WORKER EXPOSURES USING LEAD-SAFE WORK PRACTICES AND CHOICE OF MEANS AND METHODS OF CONDUCTING THE WORK TO COMPLY WITH 29 CFR 1926.62 AND TO AVOID CONTAMINATION OF THE WORK AREA AND SITE.

4. PERFORM INITIAL AIR MONITORING TESTS ON ALL TASKS THAT DISTURB LEAD-CONTAINING MATERIALS, DUST OR PAINT TO DETERMINE THE APPROPRIATE WORKER AND SITE PROTECTION PROCEDURES REQUIRED. METALLIC LEAD IS ASSUMED PRESENT IN BELL AND SPIGOT PIPE JOINTS AND

IN SOLDER ON COPPER PIPES.

5. SETTLED AND CONCEALED DUST ON ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL COMPONENTS THROUGHOUT THE PROJECT AREA IS ASSUMED TO CONTAIN REGULATED AIR CONTAMINANTS INCLUDING ASBESTOS AND LEAD. WORK OF ALL TRADES MAY INCLUDE DISTURBANCE OF ASBESTOS AND LEAD AND MAY RESULT IN WORKER EXPOSURE TO ASBESTOS AND LEAD ABOVE THE OSHA ACTION LEVEL OR PERMISSIBLE EXPOSURE LIMITS FOR ASBESTOS OR LEAD IF PROPER WORK PRACTICES AND/OR ENGINEERING CONTROLS ARE NOT USED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE APPROPRIATE WORKER AND SITE PROTECTION PROCEDURES SO THAT THEIR WORKERS ARE NOT EXPOSED ABOVE THOSE LIMITS AND THAT WORK IS PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. THE PRESENCE OF ASBESTOS OR LEAD IN

DUSTS DOES NOT NECESSARILY MAKE THEM A HAZARD TO WORKERS OR A HAZARDOUS WASTE.

6. THE CONTRACTOR'S INDEPENDENT LABORATORY SHALL PROVIDE ALL INSPECTIONS, MONITORING, SAMPLING, ANALYSES AND REPORTING SERVICES

AS SPECIFIED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION ON SAMPLING.

7. LOCATIONS OF MATERIALS SHOWN ON THESE DRAWINGS ARE SCHEMATIC AND APPROXIMATE. FIELD VERIFY AND COORDINATE CONSTRUCTION DETAILS, DIMENSIONS, WORK CONDITIONS, AND LOCATIONS WHICH WILL AFFECT THE REMOVAL OR DISTURBANCE OF HAZARDOUS MATERIALS.

HAZARDOUS MATERIALS MAY HAVE COME LOOSE AND FALLEN ONTO FLOORS, CEILINGS, CHASES, OR WALL CAVITIES. THE QUANTITIES SHOWN IN THE SHEET SUMMARY ARE APPROXIMATE AND MAY VARY DEPENDING ON THE CONTRACTOR'S MEANS AND METHODS. REQUIRE ALL TRADES TO COORDINATE WITH EACH OTHER AND TO CONDUCT THEIR WORK TO PREVENT WORKER EXPOSURE OR SITE CONTAMINATION, SEE DRAWINGS OF ALL DISCIPLINES FOR ADDITIONAL INFORMATION RELATING TO HAZARDOUS MATERIALS. IMMEDIATELY COMMUNICATE ALL DISCREPANCIES IN QUANTITIES TO THE OWNER. REFER TO HAZARDOUS MATERIALS ASSESSMENT FOR MORE INFORMATION ABOUT POTENTIALLY HAZARDOUS MATERIALS THAT ARE NOT SCHEDULED FOR DISTURBANCE BY THIS PROJECT. FURNISH ALL WORK AND MATERIALS REQUIRED FOR A FINISHED PROJECT AS DESCRIBED IN THE CONTRACT DOCUMENTS. QUANTITIES LISTED WITH A * MAY VARY DEPENDING ON THE CONTRACTOR'S MEANS AND METHODS

8. PROVIDE ALL WASTE TESTING, PACKAGING, HANDLING, TRANSPORTATION AND DISPOSAL. ALL COSTS FOR DISPOSAL SHALL BE BORNE BY THE CONTRACTOR. PERFORM TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) TEST(S) OF WASTE(S) CONTAINING LEAD OR PAINTED WITH LEAD-CONTAINING PAINT TO CHARACTERIZE THE WASTE(S) AS HAZARDOUS OR NON-HAZARDOUS PRIOR TO DISPOSAL. PERFORM TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) TEST(S) OF HEAT TRANSFER FLUIDS (GLYCOL) IN HEATING SYSTEM TO CHARACTERIZE THE WASTE(S) AS HAZARDOUS OR NON-HAZARDOUS PRIOR TO DISPOSAL. COORDINATE REQUIREMENTS OF LANDFILL(S) REGARDING MATERIALS PACKAGING, HANDLING, AND DISPOSAL REQUIREMENTS PRIOR TO SUBMITTING BID.

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EMERGENCY LIGHT OR OTHER BATTERY BACKUP EQUIPMENT WITH LEAD-ACID BATTERIES

HID LIGHT FIXTURE WITH MERCURY-CONTAINING LIGHT TUBES AND ASSUMED PCB-CONTAINING BALLASTS

EQUIPMENT WITH POSSIBLE OZONE DEPLETING SUBSTANCE

MERCURY-CONTAINING SWITCHES ON GENERATOR CONTROL PANEL

SHEET NOTES

HAZARDS ABATEMENT DRAWINGS DO NOT SHOW ALL DETAILS OF WORK REQUIRED. ALL TRADES SHALL EXAMINE DRAWINGS OF OTHER TRADES AND COORDINATE WITH EACH OTHER TO DETERMINE EXTENT, TIMING AND LOCATIONS OF MATERIALS AFFECTED BY THE

PROJECT.

1 REMOVE AND DISPOSE OF LEAD-ACID BATTERIES IN EMERGENCY LIGHTING OR OTHER BATTERY BACKUP EQUIPMENT.

2 REMOVE AND DISPOSE OF FLUORESCENT LIGHT FIXTURES WITH MERCURY-CONTAINING BULBS.

3 REMOVE AND DISPOSE OF HIGH INTENSITY DISCHARGE LIGHT FIXTURES WITH MERCURY-CONTAINING BULBS AND ASSUMED

PCB-CONTAINING BALLASTS. FIXTURES ON SITE LIGHTING POLES NOT SHOWN BUT ARE INCLUDED IN QUANTITIES.

4 REMOVE AND DISPOSE OF HEATING SYSTEM GLYCOL.

5 REMOVE AND DISPOSE OF EQUIPMENT WITH POSSIBLE OZONE DEPLETING SUBSTANCES.

6 REMOVE AND DISPOSE OF MERCURY-CONTAINING SWITCHES ON GENERATOR CONTROL PANEL.

ESTIMATED QUANTITIES TO BE REMOVED (ENTIRE PROJECT)

INCIDENTAL QUANTITIES OF MATERIALS, INCLUDING LEAD-CONTAINING MATERIALS, THAT ARE REQUIRED TO BE REMOVED TO COMPLETE THE WORK, BUT OTHERWISE ARE TO REMAIN, ARE NOT INCLUDED HERE, AS THEY WILL VARY DEPENDING ON THE CONTRACTOR'S CHOICE

OF MEANS AND METHODS.

18 EACH LEAD-ACID BATTERIES IN EMERGENCY LIGHTING OR OTHER BATTERY BACKUP EQUIPMENT

70 EACH MERCURY-CONTAINING BULBS

68 EACH HIGH INTENSITY DISCHARGE LIGHT FIXTURES WITH MERCURY-CONTAINING BULBS AND ASSUMED PCB-CONTAINING

BALLASTS

1 LOT OF HEATING SYSTEM GLYCOL.

2 EACH PIECES OF EQUIPMENT WITH POSSIBLE OZONE DEPLETING SUBSTANCES

2 EACH MERCURY-CONTAINING SWITCHES ON GENERATOR CONTROL PANEL

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ENGINEERING, HEALTH & SAFETY CONSULTANTS

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INCORPORATED

ALASKA

NOTIFICATION OF POTENTIAL HAZARDS

ASBESTOS, LEAD, AND OTHER HAZARDOUS MATERIALS ARE

PRESENT IN THE BUILDING AND MAY IMPACT THE WORK OF

ALL TRADES. REGULATED AIR CONTAMINATES, INCLUDING

ASBESTOS AND LEAD, ARE ALSO PRESENT IN SETTLED AND

CONCEALED DUST IN AND ON ARCHITECTURAL,

STRUCTURAL, MECHANICAL, AND ELECTRICAL

COMPONENTS OR SYSTEMS THROUGHOUT THE BUILDING.

ALL TRADES SHALL COORDINATE WITH OTHER TRADES AND

CONDUCT THEIR WORK TO PREVENT WORKER EXPOSURE

OR SITE CONTAMINATION. REFER TO SPECIFICATION

DIVISIONS 0, 1, AND 2 FOR SPECIFIC INFORMATION

CONCERNING DISTURBING, REMOVING, AND DISPOSING OF

THESE MATERIALS AND THE INSTALLATION OF NEW

MATERIALS OR COMPONENTS. THIS NOTIFICATION IS

PROVIDED IN ACCORDANCE WITH EPA AND OSHA

REQUIREMENTS.

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

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LEGEND

EMERGENCY LIGHT OR OTHER BATTERY BACKUP EQUIPMENT WITH LEAD-ACID BATTERIES

HID LIGHT FIXTURE WITH MERCURY-CONTAINING LIGHT TUBES AND ASSUMED PCB-CONTAINING BALLASTS

EQUIPMENT WITH POSSIBLE OZONE DEPLETING SUBSTANCE

MERCURY-CONTAINING SWITCHES ON GENERATOR CONTROL PANEL

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SHEET NOTES

HAZARDS ABATEMENT DRAWINGS DO NOT SHOW ALL DETAILS OF WORK REQUIRED. ALL TRADES SHALL EXAMINE DRAWINGS OF OTHER TRADES AND COORDINATE WITH EACH OTHER TO DETERMINE EXTENT, TIMING AND LOCATIONS OF MATERIALS AFFECTED BY THE

PROJECT.

1 REMOVE AND DISPOSE OF LEAD-ACID BATTERIES IN EMERGENCY LIGHTING OR OTHER BATTERY BACKUP EQUIPMENT.

2 REMOVE AND DISPOSE OF FLUORESCENT LIGHT FIXTURES WITH MERCURY-CONTAINING BULBS.

3 REMOVE AND DISPOSE OF HIGH INTENSITY DISCHARGE LIGHT FIXTURES WITH MERCURY-CONTAINING BULBS AND ASSUMED

PCB-CONTAINING BALLASTS. FIXTURES ON SITE LIGHTING POLES NOT SHOWN BUT ARE INCLUDED IN QUANTITIES.

4 REMOVE AND DISPOSE OF HEATING SYSTEM GLYCOL.

5 REMOVE AND DISPOSE OF EQUIPMENT WITH POSSIBLE OZONE DEPLETING SUBSTANCES.

6 REMOVE AND DISPOSE OF MERCURY-CONTAINING SWITCHES ON GENERATOR CONTROL PANEL.

TYPICAL, EMERGENCY

LIGHTING EQUIPMENT

THROUGHOUT

3TYPICAL, HID FIXTRES

THROUGHOUT

2 3 4

1 GENERATOR

BATTERIES

TYPICAL THROUGHOUT,

CALLOUT THREE (3) INCLUDES HID

FIXTURES ON SITE LIGHTING POLES

REFRIGERATORS

DRINKING FOUNTAIN

D1

HAZARDS ABATEMENT - BUILDING 6385 INTERIOR

FULL SIZE: 3/16" = 1'-0" HALF SIZE: 3/32" = 1'-0"

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ENGINEERING, HEALTH & SAFETY CONSULTANTS

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INCORPORATED

ALASKA

GENERAL NOTES:

CIVIL DESIGN CRITERIA:

1) PAVEMENTS: USACE PAVEMENT TRANSPORTATION COMPUTER ASSISTED STRUCTURAL ENGINEERING (PCASE)

PROGRAM, AASHTO, AND ALASKA DOT & PF.

2) ANTITERRORISM / FORCE PROTECTION: UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS, DEC. 2018.

CIVIL NOTES:

SITE WORK:

1) IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE THOSE EXISTING FACILITIES AND SURFACES BEYOND THE LIMITS OF NEW WORK WHICH ARE DISTURBED IN THE COURSE OF CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN

EXISTING CONDITION AT THE CONTRACTOR'S EXPENSE.

2) EXISTING UTILITY LOCATIONS ARE APPROXIMATE. BURIED UTILITIES DAMAGED BY CONTRACTOR CONSTRUCTION

ACTIVITIES SHALL BE REPAIRED TO OWNER'S REPAIR STANDARDS.

3) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEARLY FLAG ALL OVERHEAD CROSSINGS PRIOR TO MOVING ANY EQUIPMENT INTO WORK AREAS OR ALONG HAUL ROUTES, AND TO PROVIDE FLAG MEN OR OTHER APPROPRIATE POSITIVE

WARNING SYSTEM WHEN ACTIVELY WORKING IN AN AREA.

4) EXCAVATION SHALL NOT INTERRUPT ACCESS TO BUILDING FACILITIES OUTSIDE OF PROJECT LIMITS.

5) DIMENSIONS SHOWN ARE TO FACE OF FOUNDATION, BACK OF CURB, EDGE OF PAVEMENT, GRADE BREAK, OR EDGE OF

CONCRETE UNLESS NOTED OTHERWISE.

GEOTECHNICAL:

1) EXCAVATIONS MUST BE KEPT DRY UNTIL PROPERLY BACKFILLED. GROUNDWATER AND STORM WATER RUNOFF MAY BE CONTAMINATED AND MAY REQUIRE TREATMENT IF ENCOUNTERED. CONTRACTOR SHALL AVOID HANDLING SUCH WATER BY DIVERTING RUNOFF AROUND SITE AND AVOIDING EXCAVATION BELOW GROUNDWATER TABLE WHENEVER POSSIBLE.

2) IF SILTY SOILS AT THE BOTTOM OF EXCAVATIONS BECOME PUMPED, MUDDY, OR RUTTED DURING CONSTRUCTION, THE AREA MUST BE OVER EXCAVATED TO DRYER, MORE STABLE NATIVE MATERIAL PRIOR TO PROOF ROLLING AND BACKFILL.

3) TEMPORARY CUT SLOPES OF EXCAVATION WALLS HAVE BEEN KNOWN TO STAND AT VERY STEEP ANGLES FOR EXTENDED PERIODS OF TIME AND THEN FAIL SUDDENLY WITHOUT WARNING. WHERE EXCAVATION LINES ARE NOT SHOWN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE APPROPRIATE TEMPORARY CUT SLOPES OR SHORING FOR EXCAVATIONS AND TRENCHES FOR SITE SOILS, GROUNDWATER AND RUNOFF CONDITIONS, AND SURFACE LOADING CONDITIONS. CONTRACTOR MUST COMPLY WITH FEDERAL AND STATE OSHA REGULATIONS, AS WELL AS EM385-1-1.

4) SOILS AT THE CONSTRUCTION SITE THAT QUALIFY AS CLASSIFIED MATERIAL MAY BE USED AS BACKFILL. PROVIDE

PASSING SOILS TEST CONFIRMING GRADATION PRIOR TO PLACING AS BACKFILL.

CONTAMINATED SOIL, GROUNDWATER, AND SPILLS:

1) IMMEDIATELY NOTIFY THE CONTRACTING OFFICER FOLLOWED BY THE BASE ENVIRONMENTAL DEPARTMENT IF CONTAMINATED SOIL IS ENCOUNTERED, CONTAMINATED GROUNDWATER DISCOVERED, OR HAZARDOUS MATERIAL SPILLS.

ABBREVIATIONS:

& AND

@ AT

℄ CENTERLINE

Ø DIAMETER

# NUMBER

% PERCENT

AASHTO AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION OFFICIALS

ABC AGGREGATE BASE COURSE

AC ASPHALT CONCRETE

ACP ASPHALT CONCRETE PAVEMENT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADEC ALASKA DEPARTMENT OF ENVIRONMENTAL

CONSERVATION

ATFP ANTITERRORISM FORCE PROTECTION

BGS BELOW GROUND SURFACE

BLDG BUILDING

BOC BACK OF CURB

BOF BATTALION OPERATIONS FACILITY

BOP BOTTOM OF PIPE

BOT BOTTOM

CB CATCH BASIN

CES CIVIL ENGINEERING SQUADRON

CIP CAST IRON PIPE

CIRC CIRCULATION

CLR CLEAR

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

COF COMPANY OPERATIONS FACILITY

COMM COMMUNICATION

CONC CONCRETE

COND CONDENSATE

CONT CONTINUOUS

CPEP CORRUGATED POLYETHYLENE PIPE

CS CARBON STEEL

CU COPPER

CW CIRCULATING WATER

DCW DOMESTIC COLD WATER

DDC DEEP DYNAMIC COMPACTION

DIA DIAMETER

DIP DUCTILE IRON PIPE

DOR DESIGNER OF RECORD

DP DRAIN POINT

E EAST

(E) EXISTING

EG EXISTING GRADE

EIE EIELSON

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EOC EDGE OF CONCRETE

EP EDGE OF PAVEMENT

EW EACH WAY

(F) FUTURE

F FUEL OIL

FOC FACE OF CURB

FL FLOW LINE

FH FIRE HYDRANT

FF FINISH FLOOR

FDC FIRE DEPARTMENT CONNECTION

FG FINISH GRADE

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FP FIRE PROTECTION

FT FEET

FW FIRE WATER

G GAS

GA GALVANIZED

GB GRADE BREAK

GOV GOVERNMENT OWNED VEHICLE

G.V. GATE VALVE

H HEIGHT

HBO HEADBOLT OUTLET

HDD HORIZONTAL DIRECTIONAL DRILLING

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

IFC INTERNATIONAL FIRE CODE

IN INCH

INV INVERT

LONG LONGITUDINAL

LP LOW POINT

MAX MAXIMUM

ME MATCH EXISTING

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

N NORTH

NE NORTHEAST

NIC NOT IN CONTRACT

NW NORTHWEST

OHE OVERHEAD ELECTRIC

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

POC POINT OF CONNECTION

PCC PORTLAND CEMENT CONCRETE

PIV POST INDICATOR VALVE

POL PETROLEUM, OIL, LUBRICANTS

POV PRIVATELY OWNED VEHICLE

PSI POUNDS PER SQUARE INCH

R RADIUS

RC REINFORCED CONCRETE

REC RECORD

REINF REINFORCING

REQ'D REQUIRED

RL RAIN LEADER

S SEWER, SOUTH

SD STORM DRAIN

SE SOUTHEAST

SEC SECTION

SF SQUARE FEET

SIM SIMILAR

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

ST HIGH PRESSURE STEAM

STA STATION

STL STEEL

SW SOUTHWEST

TB TEST BORING

TBC TOP BACK OF CURB

TC TOP OF CONCRETE

TH TEST HOLE

TP TOP OF PAVEMENT

TYP TYPICAL

UGC UNDERGROUND COMMUNICATION

UGE UNDERGROUND ELECTRIC

USACE UNITED STATES ARMY CORPS OF ENGINEERS

V.B. VALVE BOX

VERT VERTICAL

W WATER, WEST

W/ WITH

WWF WELDED WIRE FABRIC

XS EXTRA STRONG

ELEVATION CALLOUT LEGEND:

FINISH GRADE ELEVATION

FLOW LINE ELEVATION

TOP OF CONCRETE ELEVATION

MATCH EXISTING GRADE

ASPHALT ELEVATION

150.00 FG

150.00 FL

150.00 TC

150.0± ME

W

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150.00

C

LEGEND:

PROJECT LIMITS

ATFP VEHICLE SETBACK

CENTERLINE

STRUCTURE

WATERLINE W/ VALVE

FIRE PROTECTION WATER LINE

SEWER LINE

FUEL OIL LINE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND COMMUNICATION

STORM DRAIN (W/ MANHOLE)

FENCE

DRAINAGE SWALE

EDGE OF DITCH/GRAVEL

CULVERT

GRADE BREAK

EDGE OF ASPHALT

SPOT GRADE ELEVATION

CONCRETE

INFILTRATION GALLERY/RIP RAP/ROCK SWALE

GRAVEL

SEWER CLEANOUT

STAND PIPE

VENT

FIRE HYDRANT

STORM DRAIN CATCH BASIN

GROUNDING DEVICE

SITE LIGHTING

COMMUNICATIONS PEDESTAL

HEADBOLT OUTLET

UTILITY POLE

HANDHOLE

JUNCTION BOX

TRANSFORMER

SIGN

ELEVATION CONTOUR

DRAINAGE ARROW

LIMITS OF TREES/CLEARING LIMITS

BOLLARD

SURVEY CONTROL POINT

TEST BORING

GEOCELL SYSTEM

150.00 XX

UGC

AP 9975

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REGISTERED PROFESSIONA L ENGINEER

May 10, 2019 No. CE12292

JEFFREY D. BRACE

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AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

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TH

OVERHANG

FUEL

TANK

POST W/ JBOX

STAIRS

ON TANK

SPIGOT

FIRE DEPT

CONNECTIONS

ALARM

WARNING LIGHT

SECURITY

SYSTEMS

VENTS

ALARM

COM/VAULT

TOP=713.55

NOT OPENED

RIP-RAP

SPIGOT

2 CUT-OFF

CONDUITS

ALARM

RIP-RAP

COM/VAULT

TOP=727.58

NOT OPENED

24" CMP

N INV=OFF SITE

S INV=695.13

ANTENNA

POWER

CONDUIT

ALARM

LADDER

24" CMP

INV=701.89

SD/CB.FD

TOP=703.61

N INV=695.35

SW INV=695.16(24"CMP)

VENT

18" CMP

INV=693.50

SD/CB.FD

TOP=698.39

NE INV=694.76(6")

SW INV=694.71(6")

NW INV=694.70(18"CMP)

SD/CO

TOP=700.23

SD/CO

TOP=703.61

SS/MH

N RIM=712.98

NW INV=711.24(6")

SE INV=711.21(6")

SD/MH

N RIM=713.75

NW INV=705.49(6")

SW INV=712.03(6")

F.F.=714.87

F.F.=714.94

LPS/GUY WIRE

LPS/GUY WIRE

LPS/GUY WIRE

GRAVEL

M U N I T I O N S R O A D

8' CHAINLINK W/ BARBWIRE

BLDG

6385 GRAVEL PARKING AREA

GRAVELGRAVEL

TWO CONEX

O

H

E

O

H

E

O

H

E

UGE

U

G

E

UGE

O

H

E

O

H

E

O

H

E

X

X

X

X

X

X

X X

X X X

X

X X

X

X

X

X

X

X

GUY WIRE

24" CMP

N INV=700.3

S INV=708.3

THAW PIPE

THAW PIPE

WATER

TANK GRAVEL AREA

POWER

DROP

POWERDROP

8' CHAINLINK W/ BARBWIRE

POWERDROP

J

J C

J J

J

J J

J

C

J

V

J

C

CC

J

J J

V

V

S

S

SS S

S

V

V

V

U

G

E

S D

S

S

ELEC

DROP

.4

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.8 707

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.6

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.5710

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.8702

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.9728 .3

.5

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.6713 .6710

.9713 .3716

.5721 .8722

.8

S

D

SD

SD

ABANDONED 6,000

GALLON SEPTIC TANK

1,500 GALLON

SEPTIC TANK

LEACH FIELD

J U G

E

U

G

E

U

G

E

U

G

E

U

G

E

V

V

U

G

C

U

G

C

U

G

C

U

G

C

U

G

C

U

G

C

UGC

UGC

UGC

U

G

C

U

G

C

U

G

C

UGC

UGC

UGC

U

G

C

U

G

C

U

G

C

U

G

E

U

G

E

U

G

E

UGE

U

G

E

AP-5895

AP-5893

AP-5894

AP-6103

AP-6104

AP-6105

AP-6106

AP-6102

AP-6100

AP-6101

AP-6099

AP-6124

AP-6096

AP-6093

AP-6097

AP-6098

AP-6095

AP-6092

AP-6094

AP-6091

RCMS-1

RESET

GEOCELL

U

G

C

U

G

C

U

G

C

U

G

C

U

G

C

U

G

C

POTENTIAL PFOS & PFOA

SOIL CONTAMINATION,

SEE NOTE 1

SCALE:

EXISTING CONDITIONS PLAN

1" = 30'-0"A1 0 10 20 30 60 90 1"=30'-0"

SURVEY CONTROL NOTES

LOCAL PROJECT…