02_EIE394_Drawings_EN_RTA.pdf

PDF 43 MB Posted Dec 19, 2017

Attached to: EIE394 F-35 Renovate 4-Bay Weather Shelter, Eielson AFB, AK
Solicitation number: W911KB-18-R-0019
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

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JA-18-07-Det-tronics_EIE394_Redacted.pdf	PDF	Jan 17, 2018
AM03.pdf	PDF	Jan 17, 2018
EIE394_AM02.pdf	PDF	Jan 16, 2018
Attch-EAL_Contractor_Sponsor_Form_201712.xlsx	XLSX spreadsheet	Dec 20, 2017
Amendment_1_package-EIE394.pdf	PDF	Dec 20, 2017
A.07.23__18R0019-Final_EIE394_Solicitation.pdf	PDF	Dec 19, 2017
JA-07_Redacted_JA_Redacted.pdf	PDF	Dec 19, 2017
JA-06,_08-14_approved_Redacted.pdf	PDF	Dec 19, 2017

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F-35A RENOVATE 4-BAY WEATHER

SHELTER (B1335)

W911KB-17-R-0001

EIE394

EIELSON AFB, ALASKA

DESIGN COMPLETE, 08 DECEMBER 2017

of Engineers

Alaska District

US Army Corps

SHEET OFDWG #:

REF.

NUM.

SHEET TITLESHT

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB-17-R-0001

DESIGN COMPLETE - EIE394, 08 DECEMBER 2017

F-35A RENOVATE 4-BAY WEATHER SHELTER

EIELSON AFB, ALASKA

SCHEDULE OF DRAWINGS

SHEET OF

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

E-606 PANEL SCHEDULE

E-701 ELECTRICAL ONE-LINE DIAGRAM

E-702 ELECTRICAL GROUNDING DIAGRAM

E-703 ELECTRICAL CONTROL DIAGRAMS

T-001 SYMBOL LEGEND

T-111 TELECOMMUNICATION PLAN - OVERALL

T-121 TELECOMMUNICATION - DIAMOND STUDY

T-501 TELECOMMUNICATION DETAILS

FP-001 LEGENDS & NOTES

FPD-110 LEVEL 1 DEMOLITION PLAN - OVERALL

FPD-111 LEVEL 1 FIRE PROTECTION PLAN - AREA A

FPD-112 LEVEL 1 & MECHANICAL PLATFORM FIRE PROTECTION PLAN - AREA B

FPD-113 LEVEL 1 FIRE PROTECTION PLAN - AREA C

FP-101 FIRE PROTECTION SITE PLAN

FP-110 LEVEL 1 FIRE PROTECTION PLAN - OVERALL

FP-111 LEVEL 1 FIRE PROTECTION PLAN - AREA A

FP-112 LEVEL 1 & MECHANICAL PLATFORM FIRE PROTECTION PLANS - AREA B

FP-113 LEVEL 1 FIRE PROTECTION PLAN - AREA C

FP-300 ENLARGED FIRE PROTECTION FIRE ROOM PLAN

FP-400 SECTIONS - FIRE ROOM

FP-500 FIRE PROTECTION DETAILS

FA-001 FAMNS GENERAL NOTES AND LEGENDS

FAD-110 LEVEL 1 FIRE ALARM DEMOLITION PLAN - OVERALL

FAD-111 LEVEL 1 FIRE ALARM DEMOLITION PLAN - AREA A

FAD-112 LEVEL 1 & MECHANICAL PLATFORM FIRE PROTECTION DEMOLITION PLANS - AREA B

FAD-113 LEVEL 1 FIRE PROTECTION PLAN - AREA C

FA-110 LEVEL 1 FIRE PROTECTION PLAN - OVERALL

FA-111 LEVEL 1 FIRE ALARM PLAN - AREA A

FA-112 LEVEL 1 & MECHANICAL PLATFORM FIRE ALARM PLANS - AREA B

FA-113 LEVEL 1 FIRE ALARM PLAN - AREA C

FA-300 ENLARGED FIRE ALARM FIRE ROOM PLAN

FA-500 FAMNS DETAILS

FA-503 FAMNS ANTENNA DETAILS

FA-601 FAMNS AND RSFACU RISER DIAGRAM

FA-701 FAMNS OPERATIONAL MATRIX

X-001 SYMBOL LEGEND

X-111 SECURITY PLAN - OVERALL

X-501 SECURITY DETAILS

RD-1 EXISTING UTILIDUCT REFERENCE DRAWINGS

RD-2 EXISTING UTILIDUCT REFERENCE DRAWINGS

RD-3 EXISTING UTILIDUCT REFERENCE DRAWINGS

RD-4 EXISTING UTILIDUCT REFERENCE DRAWINGS

RD-5 EXISTING UTILIDUCT REFERENCE DRAWINGS

M-132 LEVEL 1 & MECHANICAL PLATFORM VENTILATION PLANS - AREA B

M-133 LEVEL 1 VENTILATION PLAN - AREA C

M-140 ROOF PLAN

M-300 SECTION

M-301 SECTION

M-500 PLUMBING DETAILS

M-501 PLUMBING DETAILS

M-502 HEATING DETAILS

M-503 VENTILATION DETAILS

M-600 SCHEDULES - PLUMBING

M-601 SCHEDULES - HEATING

M-602 SCHEDULES - HEATING

M-603 SCHEDULES - VENTILATION

M-701 DIAGRAMS - HEATING

M-800 CONTROL SEQUENCES

M-801 CONTROL SEQUENCES

M-802 CONTROL SEQUENCES

M-803 CONTROL SEQUENCES

M-804 CONTROL SEQUENCES

M-805 CONTROL SEQUENCES

M-806 CONTROL SEQUENCES

E-001 LEGEND AND ABBREVIATIONS

E-002 GENERAL NOTES

ED-101 ELECTRICAL DEMOLITION PLAN

ED-111 LIGHTING DEMOLITION PLAN - OVERALL

ED-112 LIGHTING DEMOLITION PLAN - AREA A

ED-113 LIGHTING DEMOLITION PLAN - AREA B

ED-114 LIGHTING DEMOLITION PLAN - AREA C

ED-121 POWER DEMOLITION PLAN - OVERALL

ED-122 POWER DEMOLITION PLAN - AREA A

ED-123 POWER DEMOLITION PLAN - AREA B

ED-124 POWER DEMOLITION PLAN - AREA C

ED-131 ROOF DEMOLITION PLAN

E-101 ELECTRICAL SITE PLAN

E-102 GROUNDING PLAN

E-103 AREA CLASSIFICATION PLAN

E-111 LIGHTING PLAN - OVERALL

E-112 LIGHTING PLAN - AREA A

E-113 LIGHTING PLAN - AREA B

E-114 LIGHTING PLAN - AREA C

E-121 POWER PLAN - OVERALL

E-122 POWER PLAN - AREA A

E-123 POWER PLAN - AREA B

E-124 POWER PLAN - AREA C

E-131 ROOF PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 EQUIPMENT CONNECTION SCHEDULES

E-602 EQUIPMENT CONNECTION SCHEDULES

E-603 FIXTURE SCHEDULE

E-604 PANEL SCHEDULE

E-605 PANEL SCHEDULE

S-100 FOUNDATION & SLAB PLAN - OVERALL

S-101 FOUNDATION & SLAB PLAN - AREA A

S-102 FOUNDATION & SLAB PLAN AND MECH PLATFORM FRAMING PLAN - AREA B

S-103 FOUNDATION & SLAB PLAN - AREA C

S-140 ROOF FRAMING PLAN - OVERALL

S-141 ROOF FRAMING PLAN - AREA A

S-142 ROOF FRAMING PLAN - AREA B

S-143 ROOF FRAMING PLAN - AREA C

S-200 FRAMING ELEVATIONS

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-203 FRAMING ELEVATIONS

S-204 FRAMING ELEVATIONS

S-205 FRAMING ELEVATIONS

S-206 FRAMING ELEVATIONS

S-207 FRAMING ELEVATIONS

S-208 FRAMING ELEVATIONS

S-500 FOUNDATION DETAILS

S-501 FOUNDATION DETAILS

S-505 UTILIDOR AND CONC. DETAILS

S-510 ROOF FRAMING DETAILS

S-511 ROOF FRAMING DETAILS

S-512 FRAMING ELEVATION DETAILS

S-513 FRAMING ELEVATION DETAILS

S-600 FOUNDATION & REBAR SCHEDULES

S-700 WALL DETAILS

S-701 CMU DETAILS

S-800 M&E SUPPORT DETAILS

S-801 M&E SUPPORT DETAILS

S-802 M&E SUPPORT DETAILS

S-803 M&E SUPPORT DETAILS

M-001 MECHANICAL LEGEND

MD-101 LEVEL 1 DEMOLITION PLUMBING PLAN - OVERALL

MD-102 LEVEL 1 DEMOLITION PLUMBING PLAN - AREA A

MD-103 LEVEL 1 & MECHANICAL PLATFORM DEMOLITION PLUMBING PLANS - AREA B

MD-104 LEVEL 1 DEMOLITION PLUMBING PLAN - AREA C

MD-105 LEVEL 1 DEMOLITION RAIN LEADER PLUMBING PLAN - AREA A & AREA B

MD-106 LEVEL 1 DEMOLITION RAIN LEADER PLUMBING PLAN - AREA C

MD-120 LEVEL 1 DEMOLITION HVAC PLAN - OVERALL

MD-121 LEVEL 1 DEMOLITION HVAC PLAN - AREA A

MD-122 LEVEL 1 & MECHANICAL PLATFORM DEMOLITION HVAC PLANS - AREA B

MD-123 LEVEL 1 DEMOLITION HVAC PLAN - AREA C

M-100 LEVEL 1 PLUMBING PLAN - OVERALL

M-101 LEVEL 1 PLUMBING PLAN - AREA A

M-102 LEVEL 1 & MECHANICAL PLATFORM PLUMBING PLANS - AREA B

M-103 LEVEL 1 PLUMBING PLAN - AREA C

M-120 LEVEL 1 HEATING PLAN - OVERALL

M-121 LEVEL 1 HEATING PLAN - AREA A

M-122 LEVEL 1 & MECHANICAL PLATFORM HEATING PLANS - AREA B

M-123 LEVEL 1 HEATING PLAN - AREA C

M-130 LEVEL 1 VENTILATION PLAN - OVERALL

M-131 LEVEL 1 VENTILATION PLAN - AREA A

G-001 COVER SHEET

G-002 SCHEDULE OF DRAWINGS

G-003 ABBREVIATIONS

G-004 GENERAL NOTES, ABBREVIATIONS, CODE STUDY

G-005 LIFE SAFETY PLAN

G-020 ASSEMBLY TYPES

G-101 OVERALL F-35 PROJECT LOCATIONS

G-102 OVERALL SOUTH LOOP PLAN

G-103 LOCATION AND VICINITY MAP

V-001 TOPOGRAPHIC SURVEY

C-001 NOTES, LEGEND, AND ABBREVIATIONS

C-101 SITE PLAN

C-501 DETAILS

C-711 STEAM AND CONDENSATE SCHEMATIC

C-721 TYPICAL UTILIDUCT DETAILS

C-722 UTILIDUCT PIPE SUPPORT DETAILS

C-740 UTILIDUCT MANHOLE LP-34 DETAILS

AD-100 FIRST FLOOR PLAN DEMO OVERALL

AD-101 FIRST FLOOR PLAN DEMO A

AD-102 FIRST FLOOR PLAN DEMO B

AD-103 FIRST FLOOR PLAN DEMO C

AD-104 MECHANICAL PLATFORM FLOOR PLAN DEMO B

AD-105 ROOF PLAN DEMO A/B

AD-106 ROOF PLAN DEMO C

A-100 FIRST FLOOR PLAN OVERALL

A-101 FIRST FLOOR PLAN - AREA A

A-102 FIRST FLOOR PLAN - AREA B

A-103 FIRST FLOOR PLAN - AREA C

A-104 MECHANICAL PLATFORM FLOOR PLAN

A-105 ROOF PLAN - AREA A/B

A-106 ROOF PLAN - AREA C

A-107 REFLECTED CEILING PLAN_LEVEL 1

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-320 STAIR SECTIONS/DETAILS

A-501 INTERIOR DETAILS

A-510 EXTERIOR DETAILS

A-603 DOOR AND FINISH SCHEDULE

A-604 DOOR DETAILS

A-605 SIGN SCHEDULE

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL NOTES, LEGEND, & ABBREVIATIONS

S-004 SPECIAL INSPECTIONS

S-005 SPECIAL INSPECTIONS

S-010 AREA LOAD PLAN

S-011 ROOF WIND UPLIFT PLAN

DRAWING ABBREVIATIONS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

ADJ ADJACENT

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALIS AUTOMATIC LOGISTICS INFORMATION

SYSTEM

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

ATFP ANTI TERRORISM FORCE PROTECTION

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COLL COLLATERAL

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

(E) EXISTING

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

F.O. FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRD FACILITIES REQUIREMENTS DOCUMENTS

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSR FIELD SERVICE REPRESENTATIVE

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALLBOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HD HEAVY DUTY

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

IHM INSULATED HOLLOW METAL

IMP INSULATED METAL PANEL

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

IRGB IMPACT RESISTANT GYPSUM BOARD

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LO LOW OBSERVABLE

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MH MOP/BROOM HOLDER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

O.F. OUTSIDE FACE

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PFT PORCELEIN FLOOR TILE

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTB PORCELEIN TILE BASE

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

PWT PORCELEIN WALL TILE

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCB RUBBER COVE BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHK ROBE HOOK

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SBS STYRENE BUTADIENE STYRENE

SC/SCR SHOWER CURTAIN / SHOWER CURTAIN ROD

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN DISPENSER

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TBD TO BE DETERMINED

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

T.O. TOP OF

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TPD TOILET PAPER DISPENSER

TRANS TRANSOM

TRTD TREATED

TS TUBE STEEL

TSCD TOILET SEAT COVER DISPENSER

TV TELEVISION

TYP TYP

U --------------------

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UR URINAL

V --------------------

VAC VACUUM

VAR VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VLFD VERTICAL LIFT FABRIC DOOR

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W --------------------

W WEST

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDO WINDOW

WF WIDE FLANGE

WOG WALK-OFF GRILLE

WP WATERPROOF(ING)

WPT WALL PORCELAIN TILE

WR WATER RESISTANT

/ WASTE RECEPTACLE

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

E, A

B Y:

Re co mm en de d:

Ap pr ov ed

Da te:

B C D E F G H

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

, S

UIT

E 4

, A

, A K 9

Ph : 9

.27

4.7

ION

2 D (K

9 (

NOT FOR CONSTRUCTION

G-003

O N

Y W

.1 2.

B-

-R -0

DESIGN

COMPLETE

E L

B, A

S K A

G E N

A L

T I O

N S

Sy m

Ac tio n De sc rip tio n

Da te

Ap pv d

INDEX OF DRAWINGS

BUILDING SUMMARY

INDEX OF DRAWINGS

NUMBERING SYSTEM:

A-210

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

S - STRUCTURAL

M - MECHANICAL

E - ELECTRICAL

T - TELECOMMUNICATIONS

FP - FIRE PROTECTION

FA - FIRE ALARM MASS

NOTIFICATION SYSTEM

LEGEND

SERIES NUMBER

SHEET NUMBER

WITHIN SERIES

CONCRETE/

PRECAST CONCRETE

SOIL

BRICK

CMU

STONE

FIBERGLASS BATT INSULATION

INSULATED METAL PANEL

RIGID INSULATION

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT BOARD

COATED GLASS MAT WATER

RESISTANT GYP BD

PLYWOOD

COVER BOARD

MATERIALS

GYPSUM BOARD

ANNOTATION CALLOUTS/DRAWING SYMBOLS

ELEVATION NUMBER

EXTERIOR

ELEVATION

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWNA101

Ref

R ef

Ref

R ef

INTERIOR

ELEVATION SECTION

ENLARGEMENT,

DETAIL

SHEET NUMBER WHERE

SECTION/ DETAIL IS DRAWN

A-101

SHEET NUMBER WHERE

SECTION/ DETAIL IS

DRAWN

SPOT ELEVATION

Name Elevation FLOOR NAME &

LEVEL

A SHEET KEYNOTE

01 WINDOW TYPE

Room name

101 ROOM NAME/ NUMBER

DOOR NUMBER

G6S WALL TYPE

REVISION TAG

PLAN NORTH

NORTH ARROW w/

TRUE NORTH INDICATION

GRID HEAD

FURNITURE TAG

A101

SIM

A101

Ref

R ef

Ref

1t SPECIALTY EQUIPMENT TAG

WALL/PARTITION TYPE

STUD/CMU SIZE

SOUND INSULATION

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

E, A

B Y:

Re co mm en de d:

Ap pr ov ed

Da te:

B C D E F G H

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

, S

UIT

E 4

, A

, A K 9

Ph : 9

.27

4.7

ION

2 D (K

9 (

NOT FOR CONSTRUCTION

G-004

O N

Y W

.1 2.

B-

-R -0

DESIGN

COMPLETE

E L

B, A

S K A

G E N

A L

E R

N O

S, A

I A

O N

S, C

O D

U D

GENERAL NOTES

1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE REFERENCE

DOCUMENTS LISTED IN THE PROJECT DESIGN ANALYSIS.

2. THESE DRAWINGS ARE SUPPLIED TO THE CONTRACTOR AND

OTHERS FOR USE FOR THIS SPECIFIC PROJECT. ALL COPIES OF

THESE DRAWINGS SHALL REMAIN THE PROPERTY OF USACE AND

SHALL NOT BE REUSED OR REPRODUCED WITHOUT PERMISSION OF

USACE.

3. THE ORGANIZATION OF DOCUMENTS IS NOT INTENDED TO CONTROL

THE DIVISION OF WORK. DIVISION OF WORK SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

4. DIMENSIONS ARE TO FACE OF FOUNDATION, FACE OF EXTERIOR

PANELS, FACE OF STUDS, FACE OF CMU, CENTERLINE OF DOOR OR

STRUCTURAL GRID LINES, UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY DIMENSIONS, REQUIRED CLEARANCES

AND ELECTRICAL CONNECTION REQUIREMENTS FOR ALL OWNER

FURNISHED, OWNER INSTALLED ITEMS NOTED ON THE DRAWINGS.

CONTRACTOR SHALL PROMPTLY NOTIFY THE USACE PROJECT

MANAGER OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH

THE WORK.

6. EXISTING CONDITIONS SHOWN ARE BASED ON RECORD DRAWINGS

AND FIELD OBSERVATIONS. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS AND PROMPTLY NOTIFY USACE OF ANY DISCREPANCIES

PRIOR TO COMMENCING WITH THE WORK.

7. MECHANICAL PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE

FILLED WITH INSULATION AND SEALED AIRTIGHT WITH BACKER ROD

AND SEALANT. AIR BARRIERS AND VAPOR BARRIERS SHALL BE

SEALED AIRTIGHT TO PENETRATING MECHANICAL ELEMENTS.

8. MECHANICAL PENETRATIONS THROUGH FIRE WALLS SHALL BE FIRE

CAULKED. FIRE CAULKING AT VISIBLE LOCATIONS SHALL BE

TROWELED SMOOTH AND PAINTED TO MATCH ADJACENT FINISH.

9. EXISTING FIRE CAULKING SHALL BE THOROUGHLY INSPECTED.

CONTRACTOR SHALL REPLACE FIRE CAULKING AS NEEDED TO

MAINTAIN REQUIRED FIRE BARRIER ASSEMBLIES. FIRE CAULKING AT

VISIBLE LOCATIONS SHALL BE TROWELED SMOOTH AND PAINTED TO

MATCH ADJACENT FINISH.

10. MECHANICAL PENETRATIONS THROUGH ACOUSTIC WALLS SHALL BE

SEALED AIRTIGHT WITH ACOUSTIC SEALANT. ACOUSTIC SEALANT AT

VISIBLE LOCATIONS SHALL BE TROWELED SMOOTH AND PAINTED TO

MATCH ADJACENT FINISH.

11. USE CERTIFIED SUSTAINABLY HARVESTED WOOD WHICH COMES

FROM A THIRD-PARTY FOREST CERTIFICATION PROGRAM THAT

ENFORCES STANDARDS EQUAL TO THE FOREST STEWARDSHIP

COUNCIL (FSC). THIS APPLIES TO FIRE RETARDANT TREATED WOOD

WHERE NOTED ON THE DRAWINGS. FIELD APPLICATION OF FIRE

RETARDANT TREATMENT OF FSC CERTIFIED WOOD IS ACCEPTABLE

PROVIDED THE FIELD APPLICATION METHODS FOLLOW PUBLISHED

PROCEDURES AND MEET LOW VOC STANDARDS DEFINED IN PARA.

3.10 OF SPECIFICATION SECTION 09 90 00 PAINTS AND COATINGS.

LIFE SAFETY CODE ANALYSIS:

F-35A RENOVATION 4-BAY WEATHER SHELTER (B1335), EIELSON AIR FORCE BASE, ALASKA

APPLICABLE CODES:

2015 IBC, 2015 IPC, 2015 NFPA 101, 2015 NFPA 30, 2016 NFPA 400, 2016 NFPA 409

AIR FORCE OCCUPATIONAL SAFETY AND HEALTH (AFOSH) STANDARD 91-118, TRAINING SYSTEMS

PROTECTION - 1997

ETL 01-18, FIRE PROTECTION ENGINEERING CRITERIA - ELECTRONIC EQUIPMENT INSTALLATIONS

EIELSON AFB DESIGN GUIDES - 24 OCT 2001

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS - 20 JUNE 2016

UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS - 1 MARCH 2013, CHANGE 3, 7 NOV 2014

UFC 1-300-02 UNIFIED FACILITIES GUIDE SPECIFICATIONS FORMAT STANDARD - 1 APRIL 2014

UFC 3-101-01 ARCHITECTURE - 28 NOV 2011, CHANGE 2, 1 MARCH 2016

UFC 3-110-03 ROOFING - 1 MAY 2012, CHANGE 1, 22 MAY 2014

UFC 3-120-01 AIR FORCE SIGN STANDARD - 1 MARCH 2014, CHANGE 2, 7 OCT 2014

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES - CHANGE 1, 28 NOVEMBER 2016 UFC 4-010-01 MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS - 9 FEB 2012, CHANGE 1 1 OCT

UFC 4-211-01 AIRCRAFT MAINTENANCE HANGARS - 13 APRIL 2017

CORE UFCS (REFERENCE UFC 1-200-01, SECTION 3-2 FOR LIST OF CORE UFCS)

REFERENCES LISTED IN THE FACILITIES REQUIREMENTS DOCUMENT, SECTION 4.1.3

REFERENCES LISTED IN THE REQUIREMENTS DOCUMENT

PROJECT OVERVIEW: ACTUAL AREAS PROVIDED

TOTAL GROSS AREA, SINGLE LEVEL STRUCTURE: 28,585 GROSS SQUARE FEET

2015 IBC

CHAPTER 3 - USE AND OCCUPANCY

SECTION 304 & 311.2: OCCUPANCY

S-1: AIRCRAFT HANGAR (STORAGE AND REPAIR)

CHAPTER 5 - HEIGHTS AND ALLOWABLE AREAS

TABLE 504.4 & TABLE 506.2

GROUP CONSTRUCTION TYPE # OF STORIES/FT IN HT BASIC ALLOWABLE

S-1 II-B 3 / 75 S1 = 70,000

SECTION 506.2.2 MIXED-OCCUPANCY, ONE-STORY BUILDINGS

S-1 II-B Aa=At + (NS x If) 70,000 + (17,500x.75) = 83,125

CHAPTER 6 - TYPES OF CONSTRUCTION

TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

CONSTRUCTION TYPE II-B

PRIMARY STRUCTURAL FRAME 0 HR

BEARING WALLS EXTERIOR 0 HR

BEARING WALLS INTERIOR 0 HR

NON-BEARING WALLS EXTERIOR 0 HR

NON-BEARING WALLS INTERIOR 0 HR

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS 0 HR

ROOF CONSTRUCTION AND

SECONDARY MEMBERS 0 HR

TABLE 602 FIRE RESISTANCE RATING OF EXTERIOR WALLS BASED ON SEPARATION DISTANCE

FIRE SEPARATION DISTANCE TYPE OF CONSTRUCTION S-1

X < 5 FT II-B 2

5 FT X < 10 FT II-B 1

10 FT X < 30 FT II-B 0

X 30 FT II-B 0

CHAPTER 9 - FIRE PROTECTION SYSTEMS

REFERENCE UFC 3-600-01 CHAPTER 9. FIRE PROTECTION IS REQUIRED PER 9-7.2.11 AND FOR

AIRCRAFT HANGARS PER 4-3.1.

CHAPTER 11 - ACCESSIBILITY

THE BUILDING IS EXEMPT FROM ACCESSIBILITY REQUIREMENTS PER DEPARTMENT OF THE AIR

FORCE, PACIFIC AIR FORCES, DIRECTION IN MEMORANDUM FOR 354 FW/CC DATED 21 MARCH 2017.

MEMORANDUM ATTACHED TO DIVISION 01 SPECS FOR REFERENCE.

2015 NFPA 101

CHAPTER 8 – FEATURES OF FIRE PROTECTION

BUILDING CONSTRUCTION TYPE: II (000)

8.3 FIRE BARRIERS: PROJECT INCLUDES 1-HOUR AND 2 HOUR FIRE RESISTANCE RATINGS:

8.3.1.2(1) THE FIRE BARRIERS ARE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL OR

FROM ONE FIRE BARRIER TO ANOTHER, OR A COMBINATION THERE OF, INCLUDING

CONTINUITY THROUGH ALL CONCEALED SPACES, SUCH AS THOSE FOUND ABOVE A

CEILING, INCLUDING INTERSTITIAL SPACES.

TABLE 8.3.4.2 MINIMUM FIRE RATINGS FOR OPENING PROTECTIVES IN FIRE RESISTANCE-

RATED ASSEMBLIES AND FIRE-RATED GLAZING MARKINGS MAX. AREA OF EXT. WALL

OPENINGS BASED ON SEPARATION DISTANCE.

WALLS FIRE DOOR DOOR VISION

COMPONENT AND PARTITIONS ASSEMBLIES PANEL MAXIMUM SIZE

FIRE BARRIER 2 HOUR 1-1/2 HR MAX. SIZE TESTED

FIRE BARRIER 1 HOUR 3/4 HR MAX. SIZE TESTED

8.6.8 TWO-STORY OPENINGS WITH PARTIAL ENCLOSURE:

VERTICAL OPENING CONNECTING TWO ADJACENT STORIES AND PIERCING ONLY ONE

FLOOR PROVIDED AT (E) STAIR ACCESSING MECHANICAL PLATFORM.

CHAPTER 7 - MEANS OF EGRESS

7.1.4 INTERIOR FINISH IN EXIT ENCLOSURES:

WALLS AND CEILINGS SHALL BE CLASS A OR B; FLOORS SHALL BE NOT LESS THAN CLASS II

7.2.1.1.3 OCCUPIED BUILDING: BUILDING IS CONSIDERED OCCUPIED AS IT FALLS UNDER

ITEM (3) OCCUPIED BY MORE THAN 10.

7.2.1.2.3 MINIMUM DOOR LEAF WIDTH:

DOOR OPENINGS IN MEANS OF EGRESS SHALL BE NOT LESS THAN 32" IN CLEAR WIDTH.

- ALL DOORS IN THE FACILITY MEET OR EXCEED THE REQUIRED CLEAR WIDTH OF 32", SAVE

MECHANICAL ACCESS DOOR MEETING OR EXCEEDING EXCEPTION (4)'S 28".

7.2.1.4.2 DOOR LEAF SWING DIRECTION: DOOR LEAVES SHALL SWING IN THE DIRECTION OF

EGRESS TRAVEL UNDER THE FOLLOWING:

(1) WHERE SERVING A ROOM OF AREA WITH AN OCCUPANT LOAD OF 50 OR MORE,

(2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT ENCLOSURE,

(3) WHERE THE DOOR OPENING SERVES A HIGH HAZARD CONTENTS AREA.

7.2.1.5.6 ELECTRONICALLY CONTROLLED EGRESS DOOR ASSEMBLY: ALLOWED WHEN ALL 6

OF THE NFPA 101 CRITERIA ARE MET.

- ALL ELECTRONICALLY CONTROLLED EGRESS DOORS SHALL COMPLY.

7.2.2 STAIRS, AS MODIFIED BY TABLE 40.2.5.3.1:

MINIMUM STAIR WIDTH ALLOWED 22", WHERE SERVING NOT MORE THAN 20 PEOPLE.

- EXISTING STAIR IS 24" WIDE, NEW STAIR IS 36" WIDE; BOTH SERVE OCCUPANT LOAD OF 3.

7.2.2.3.1.2 STAIR CONSTRUCTION: STAIRS IN TYPE II CONSTRUCTION SHALL BE OF

NONCOMBUSTIBLE MATERIAL THROUGHOUT.

- BOTH STAIRS ARE OF METAL OR METAL & CONCRETE CONSTRUCTION.

7.2.2.5.1.1 ENCLOSURE AND PROTECTION OF STAIRS/ENCLOSURES: ALL INSIDE STAIRS

SERVING AS AN EXIT OF EXIT COMPONENT SHALL BE ENCLOSED IN ACCORDANCE WITH

7.1.3.2 EXITS.

- STAIRS PROVIDED SERVICE NON-OCCUPIED MECHANICAL SPACES ONLY, RATED

ENCLOSURES NOT REQUIRED

TABLE 7.3.1.2 - OCCUPANT LOAD FACTOR

USE FLOOR AREA PER AREA OCCUPANTS

HANGAR - SERVICE 500 GROSS 27,208 55

MECH/ELEC/BLDG EQUIP. 500 GROSS 2,826 6

TOTAL: 61 OCCUPANTS

7.3.2.3 EGRESS CAPACITY: STAIRS AT MULTIPLIER OF .3, OTHER EXITS AT MULTIPLIER OF .2

WIDTH FACTORS

LARGEST OCCUPANT LOAD AT AN EXIT DOOR: 10*.2"=2", 32" CLEAR WIDTH PROVIDED

STAIR OCCUPANT LOAD 3*.3"=.9", 24" & 36" WIDE STAIRS PROVIDED

7.3.4. MINIMUM EGRESS WIDTH: SHALL BE 28" IN EXISTING BUILDINGS, ALL EGRESS ROUTES

COMPLY

7.4 NUMBER OF MEANS OF EGRESS: NUMBER OF MEANS OF EGRESS FROM ANY BALCONY,

MEZZANINE, STORY, OR PORTION THEREOF SHALL BE NOT LESS THAN TWO. PER 40.2.4.1.2

INDUSTRIAL OCCUPANCIES: A SINGLE MEANS OF EGRESS SHALL BE PERMITTED FROM ANY

STORY OR SECTION IN LOW AND ORDINARY HAZARD INDUSTRIAL OCCUPANCIES, PROVIDED

THAT THE EXIT CAN BE REACHED WITHIN THE DISTANCE PERMITTED AS A COMMON PATH

OF TRAVEL.

- TWO MEANS OF EGRESS ARE PROVIDED FROM ALL AIRCRAFT SERVICING AREAS. IN THE

UPPER MECHANICAL PLATFORM, A SINGLE MEANS IS PROVIDED WITHIN THE MAXIMUM

ALLOWED COMMON PATH OF TRAVEL PER 7.12.2.

7.5.1.3.2 ARRANGEMENT OF MEANS OF EGRESS/EXIT SEPARATION: WHERE TWO EXITS ARE

REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN

ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE

BUILDING OR AREA TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE

NEAREST EDGE OF THE EXITS, WHERE THE BUILDING IS FULLY SPRINKLERED.

ALL EXITS COMPLY WITH THIS REQUIREMENT

7.5.1.5 - DEAD END CORRIDORS: NO DEAD END CORRIDORS ARE ALLOWED. FACILITY MEETS

THIS REQUIREMENT

7.5.4 ACCESSIBLE MEANS OF EGRESS: N/A PER DIRECTION FROM AIR FORCE. BUILDING IS

EXEMPT FROM ALL ACCESSIBILITY REQUIREMENTS.

TABLE A7.6 & 40.2.5.1 COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS

(SPRINKLERED)

TYPE OF COMMON PATH DEAD-END TRAVEL

OCCUPANCY PATH LIMIT LIMIT DISTANCE LIMIT

AIRCRAFT SERVICING 100 50 250

HANGAR

STORAGE ORDINARY 100 100 400

HAZARD

7.8 ILLUMINATION OF MEANS OF EGRESS: REFER TO THE ELECTRICAL DRAWINGS (E

SERIES) FOR ILLUMINATIONS, EXIT SIGNS AND ILLUMINATION FOR EMERGENCY EGRESS.

CHAPTER 10 – INTERIOR FINISH. CONTENTS, AND FURNISHINGS

TABLE A10.2.2 INTERIOR FINISH CLASSIFICATION LIMITATIONS

OCCUPANCY

(SPRINKLERED) EXITS EXIT ACCESS CORRIDORS OTHER SPACES

INDUSTRIAL A OR B A OR B A, B OR C

STORAGE A OR B A OR B A, B OR C

CHAPTER 40 - INDUSTRIAL OCCUPANCIES

40.2.4 NUMBER OF MEANS OF EGRESS

40.2.4.1.2 A SINGLE MEANS OF EGRESS SHALL BE PERMITTED FROM ANY STORY OR

SECTION IN LOW AND ORDINARY HAZARD INDUSTRIAL OCCUPANCIES, PROVIDED THAT THE

EXIT CAN BE REACHED WITHIN THE DISTANCE PERMITTED AS A COMMON PATH OF TRAVEL.

40.2.5 ARRANGEMENT OF MEANS OF EGRESS

40.2.5.3.2 ANY MEANS OF EGRESS COMPONENT PERMITTED BY 40.2.5.2.1 SHALL SERVE NOT

MORE THAN 20 PEOPLE. -MECHANICAL PLATFORMS SERVE LESS THAN 20 PEOPLE

TABLE 40.2.5.3.1 INDUSTRIAL EQUIPMENT ACCESS DIMENSIONAL CRITERIA

FEATURE: MINIMUM HORIZONTAL DIMENSION OF ANY WALKWAY, LANDING, OR PLATFORM

DIMENSIONAL CRITERIA: 22 IN. CLEAR

2015 NFPA 400

TABLE 5.2.1.10.1

NOTE: THE HAZARDOUS MATERIALS CATEGORIES AND MAQS THAT ARE SHADED IN THIS

TABLE ARE NOT REGULATED BY NFPA 400. SEE CHAPTER 2 FOR THE REFERENCE CODE OR

STANDARD GOVERNING THESE MATERIALS. - CHAPTER 2: REFERENCES NFPA 30

2015 NFPA 30

TABLE 9.6.1 MAQ OF FLAMMABLE AND COMBUSTIBLE LIQUIDS PER CONTROL AREA

LIQUID CLASS(ES) QUANTITY: gal L NOTES

FLAMMABLE IA 30 115 1,2

LIQUIDS IB & IC 120 460 1,2

IA, IB, IC 120 460 1,2,3

COMBINED

COMBUSTIBLE II 120 460 1,2

LIQUIDS IIIA 330 1,265 1,2

IIIB 13,200 50,600 1,4

NOTES:

1. QUANTITIES ARE PERMITTED TO BE INCREASED 100 PERCENT WHERE STORED IN

APPROVED FLAMMABLE LIQUIDS STORAGE CABINETS OR IN SAFETY CANS IN

ACCORDANCE WITH THE FIRE CODE. WHERE NOTE 2 ALSO APPLIES, THE INCREASE

FOR BOTH NOTES IS PERMITTED TO BE APPLIED ACCUMULATIVELY.

2. QUANTITIES ARE PERMITTED TO BE INCREASED 100 PERCENT IN BUILDINGS

EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN

ACCORDANCE WITH NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS. WHERE NOTE 1 ALSO APPLIES, THE INCREASE FOR BOTH NOTES IS

PERMITTED TO BE APPLIED ACCUMULATIVELY.

3. CONTAINING NOT MORE THAN THE MAXIMUM ALLOWABLE QUANTITY PER CONTROL

AREA OF CLASS IA, CLASS IB, OR CLASS IC FLAMMABLE LIQUIDS, INDIVIDUALLY.

4. QUANTITIES ARE NOT LIMITED IN A BUILDING EQUIPPED THROUGHOUT WITH AN

AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH NFPA 13,

STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS.

UFC 4-211-01 - 13 APRIL 2017

3-3.1.9 HANGAR BAY EGRESS

THE REQUIREMENTS OF NFPA 101 APPLY TO HANGAR BAY EGRESS, EXCEPT AS MODIFIED.

• PROVIDE EXITS OR EXIT ACCESS DOORS AROUND THE ENTIRE PERIMETER OF THE

HANGAR BAY AT A MAXIMUM SPACING OF 150 FEET. UNLESS OTHERWISE NOTED IN

THIS UFC, TRAVEL DISTANCE LIMITATIONS DO NOT APPLY IN THE HANGAR BAY.

PROVIDE EACH EXIT ACCESS DOOR FROM THE HANGAR BAY, WHICH PASSES

THOUGH ADJACENT BUILDING AREAS, WITH A CONTINUOUS UNOBSTRUCTED PATH

TO AN EXIT.

• PROVIDE EACH REQUIRED EXIT OR EXIT ACCESS DOOR FROM THE HANGAR BAY

WITH PANIC HARDWARE, AND SWING THE DOOR IN THE DIRECTION OF EGRESS

TRAVEL.

AF ALO

49 TH

REG IS T ER ED P R O F E S S I O NA L ENGINEER

JASON A. ANDERSON

No. FP13243

DEC 08, 2017

Sy m

Ac tio n De sc rip tio n

Da te

LIFE/SAFETY LEGEND

1-HR FIRE RATED WALL

2-HR FIRE RATED WALL

BUILDING

EXIT

ROUTE

EGRESS PATH

OCCUPANCY CLASS LEGEND

HANGAR \ SERVICE

STORAGE

NOT OCCUPIED

FURTHEST STARTING POINT

TRAVEL PATH DISTANCE TO

SOUTH EXIT DOOR DISCHARGE

(XX'-X")

TOTAL TRAVEL DISTANCEXX'-X"

'-6

'-0

" E

18'-0"

'-6

CLR.

3' - 0"

GENERAL AIRCRAFT MAINTENANCE FUEL CELL MAINTENANCE

135'-5" BETWEEN EXITS

175'-4" BETWEEN EXITS

132'-3" BETWEEN EXITS

172'-5" BETWEEN EXITS

131'-8" BETWEEN EXITS

178'-9" BETWEEN EXITS

138'-1" BETWEEN EXITS

171'-3" BETWEEN EXITS

14" MIN. CLR BETWEEN DOOR

SWING AND OPP WALL

(136'-9")

(142'-2")

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

E, A

B Y:

Re co mm en de d:

Ap pr ov ed

Da te:

B C D E F G H

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

, S

UIT

E 4

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, A K 9

Ph : 9

.27

4.7

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2 D (K

9 (

NOT FOR CONSTRUCTION

G-005

O N

Y W

.1 2.

B-

-R -0

DESIGN

COMPLETE

E L

B, A

S K A

G E N

A L

L I

1/16" = 1'-0"A1 LEVEL 1 - LIFE SAFETY

1/16" = 1'-0"D4 LEVEL 2 - LIFE SAFETY

PLAN NORTH

KEY PLAN

CBA

08 16 3241216

SCALE: 1/16"=1'-0"

SHEET NOTE:

1. SEE ARCH PLAN SHEETS FOR SAFETY LANE STRIPING IN HANGAR BAYS; A-101 - A-103

2. AHJ APPROVES THE EXCEEDED PERIMETER DISTANCE OF 150 FEET IN ONE DIRECTION BETWEEN

EXIT DOORS IN THE HANGAR BAYS.

Sy m

Ac tio n De sc rip tio n

Da te

Ap pv d

AF ALO

49 TH

REG IS T ER ED P R O F E S S I O NA L ENGINEER

JASON A. ANDERSON

No. FP13243

DEC 08, 2017

A 1-HOUR WHERE INDICATED B Z

5/8" TYPE X GWB

MTL STUD, SIZE PER PLAN

5/8" TYPE X GWB

MTL STUD, SIZE PER PLAN

5/8" TYPE X GWB

VAPOR RETARDER (CONTINUOUS)

1 1/2" BOX RIB SIDING

VAPOR RETARDER (CONTINUOUS)

1 1/2" SEMI-RIGID MINERAL FIBER INSULATION

8" CONCRETE SILL WALL

EXISTING INTERIOR PARTITION TYPES (NEW WALL

TYPES SIMILAR)

EXISTING EXTERIOR WALL TYPE

(NEW WALL INFILL AREAS SIM.)

3 5/8" MTL STUD W/ 3 1/2" BATT INSULATION

SOUND INSULATION

WHERE INDICATED

ON KEY

11 GA SHEET MTL

2X TREATED WD BLOCKING

2X4 SUB GIRTS (FRTW)

6" MTL GIRTS

7 1/2" SEMI-RIGID MINERAL FIBER INSULATION

1 1/2" FLAT PANEL LINER

EXISTING ROOF ASSEMBLY

NEW ROOF ASSEMBLY

1 1/2" CONCRETE PAVERS

FILTER FABRIC

5" RIGID POLYSTYRENE INSULATION

ELASTOMER MEMBRANE

1 1/2" PERLITE BOARD

METAL DECK

MEMBRANE ROOFING

COVER BOARD

8" RIGID INSULATION

VAPOR RETARDER

EXISTING ROOF DECK

ROOF UNDERLAYMENT

GA NO. WP 1072

US ARMY CORPS

OF ENGINEERS

SHEET OF

Reference number:

E, A

B Y:

Re co mm en de d:

Ap pr ov ed

Da te:

B C D E F G H

-1

:1 x1

-1 :2

ALASKA DISTRICT

0 L

, S

UIT

E 4

, A

, A K 9

Ph : 9

.27

4.7

ION

2 D (K

9 (

NOT FOR CONSTRUCTION

G-020

O N

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.1 2.

B-

-R -0

DESIGN

COMPLETE

E L

B, A

S K A

G N

A L

A S

Y T Y

Sy m

Ac tio n De sc rip tio n

Da te

US ARMY CORPS

OF ENGINEERS

Reference number:

E, A

D R

A W

D E

S I G

N E

S U

B M

I T

T E

R E

V I E

W E

F I L

D A

T E

C O

N T

R A

C T

D W

C A

L E

C O

N T

R A

C T

O R

C I T

S T

A T

R e c o m m e n d e d

A p p r o v e d

D a t e

P R

I M

O N

T R

A C

T O

R E

S I D

E N

N G

I N

E E

E I E

NOT FOR CONSTRUCTION

P L

L E x x

ALASKA DISTRICT

E N

O V

A T

T H

H E

L T

K B

DESIGN

COMPLETE

E I E

L S

F B

L A

S K

S y m A c t i o n D e s c r i p t i o n D a t e

A p p v d

E I E

B C D E F G H

0 L

T, SU

ITE

0, AN

E, A

1 P h:

7.2

.74

TIO

2 D (K

REGISTERED PROFESSIONA L ENGINEER

JEFFREY D. BRACE

No. CE12292 Dec 08, 2017

O V

E R

A L

R O

J E

A T

I O

N S

G-101

J D

R M

M A

E D

G E

N E

R A

G E

N E

R A

I N

F O

R M

A T

I O

F-35 PROJECTS

MAIN GATE

LEGEND

F-35 PROJECTS LOCATED IN

SOUTH LOOP, SEE G-102

F-35 TEMPORARY SOUTH

GATE ACCESS FOR

CONSTRUCTION

EIE380 - FY17

F-35 EARTH

COVERED

MAGAZINES

EIE387 - FY18

F-35 ADAL

CONVENTIONAL

FACILITY

EIE386 - FY18

F-35 CONSOLIDATED

MUNITIONS FACILITY

EIE365 - FY17

F-35 FLIGHT SIMULATOR

EIE377 - FY18

F-35 ADAL FTD FACILITY

EIE375 - FY17

ALTER BUILDING 4110

SQUAD OPS/AMU

EIE380 - FY18

MISSILE

MAINTENANCE

FACILITY

EIE385 - FY18

OSS/WEAPONS/INTEL

FACILITY

EIE405 -FY18

F-35 EXTEND STEAM-WATER

UTILIDUCT TO SOUTH LOOP

SCALE:

OVERALL F-35 PROJECT LOCATIONS

NTSA1 SHEET NOTES:

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

THIS DRAWING FOR DESIGN APPLICATIONS.

2. THIS DRAWINGS DEPICTS THE OVERALL F-35 PROGRAM

THAT USACE - AK DISTRICT WILL BE ADMINISTRATING.

OTHER PROJECTS THAT SUPPORT THE F-35 PROGRAM

TO BE ADMINISTRATED BY OTHERS AND OTHER EIELSON

PROGRAMS THAT USACE - AK DISTRICT WILL

ADMINISTRATE ARE NOT SHOWN. FISCAL YEAR (FY)

SHOWN IS THE EXPECTED START OF CONSTRUCTION.

PLAN NORTH

UR-2

RAB-1 UR-3

RAB-2

RAB-3

UTIL

UR-6

EIE384

EIE389

REMAINING AREA

TO BE SOIL

STOCKPILE AREA

P101

P100

US ARMY CORPS

OF ENGINEERS

Reference number:

E, A

D R

A W

D E

S I G

N E

S U

B M

I T

T E

R E

V I E

W E

F I L

D A

T E

C O

N T

R A

D W

C A

L E

C O

N T

R A

C T

O R

C I T

S T

A T

R e c o m m e n d e d

A p p r o v e d

D a t e

P R

I M

O N

T R

A C

T O

R E

S I D

E N

N G

I N

E E

E I E

NOT FOR CONSTRUCTION

P L

L E x x

ALASKA DISTRICT

O V

A T

T H

L T

K B

DESIGN

COMPLETE

E I E

L S

L A

S K

S y m A c t i o n D e s c r i p t i o n D a t e

A p p v d

E I E

B C D E F G H

0 L

T, SU

ITE

0, AN

E, A

1 P h:

7.2

.74

TIO

2 D (K

REGISTERED PROFESSIONA L ENGINEER

JEFFREY D. BRACE

No. CE12292 Dec 08, 2017

O V

E R

A L

O U

L A

G-102

J D

R M

M A

E D

G E

N E

R A

G E

N E

R A

I N

F O

R M

A T

I O

G-102

J D

D I C

J D

E D

G E

N E

R A

G E

N E

R A

I N

F O

R M

A T

I O

EIE389 - FY18

SATELLITE DINING

FACILITY

EIE378 - FY18

AIRCRAFT

WEATHER

SHELTERS

NOTES:

* DATES SHOWN ON THIS TABLE ARE APPROXIMATE.

** THESE PROJECTS ARE NOT ASSOCIATED WITH THE F-35

PROGRAM, HOWEVER ARE LOCATED IN THE SOUTH LOOP

AND MAY AFFECT CONSTRUCTION.

*** DOMESTIC WATER SERVICE AND STEAM SERVICE FOR EIE405

SCHEDULED TO BE COMPLETED 1 JUN 2019 AND 15 AUG 2019,

RESPECTIVELY.

F-35 PROJECTS

LEGEND

HAUL ROUTE

EIE392 FY17

RENOVATE FOR F-35

SQUAD OPS AMU

LOOP CIRCLE

EIE378

EIE399/

EIE420

EIE379 EIE376

SOUTH LOOP PROJECT SCHEDULE*

PROJECT

SCHEDULED

AWARD DATE

SCHEDULE

COMPLETION DATE

EIE376 JUNE 2017 JULY 2019

EIE378 DECEMBER 2017 OCTOBER 2019

EIE379 FEBRUARY 2018 NOVEMBER 2019

EIE382 APRIL 2018 DECEMBER 2019

EIE384 FEBRUARY 2018 JUNE 2020

EIE388 MARCH 2018 JANUARY 2020

EIE389 JULY 2018 JULY 2019

EIE392 SEPTEMBER 2017 JULY 2019

EIE393 MARCH 2018 JULY 2019

EIE394 MARCH 2018 SEPTEMBER 2019

EIE399 MARCH 2018 NOVEMBER 2018

EIE405*** FEBRUARY 2018 SEPTEMBER 2019

EIE420 MARCH 2019 NOVEMBER 2019

EIE400 (PHASE A)** JULY 2017 SEPTEMBER 2018

EIE406 (PHASE B)** SEPTEMBER 2017 SEPTEMBER 2018

EIE407 (PHASE C)** SEPTEMBER 2018 SEPTEMBER 2019

PROPOSED STAGING,

LAYDOWN, AND SOIL

STOCKPILE AREAS

CONSTRUCTION

ZONE

ACTIVE

AIRFIELD

BARRIER, NOTE 7

EIE384 - FY18

AGE FACILITY

AIRFIELD

BARRIER,

NOTE 7

AIRFIELD

SECURITY

GATE, NOTE 7

EIE406 (PHASE B) FY18 -

UPGRADE EXISTING

UTILIDOR AND UTILITIES

MH12 TO MH19

EIE407 (PHASE C) FY18 -

UPGRADE EXISTING UTILIDOR

AND UTILITIES MH19 TO MH22

EIE382 - FY18

AIRCRAFT WEATHER

SHELTERS

EIE405-FY18

EXTEND STEAM UTILIDUCT TO

SOUTH LOOP; SEE G-101 FOR

CONTINUATION OF PROJECT

EIE379

FY18 HANGAR &

SQUADRON OPS & AMU

EIE376

FY17 HANGAR &

PROPULSION DISPATCH

EXISTING FIRE

TRAINING AREA;

SEE NOTE 4

EIE400 (PHASE A) FY18 -

UPGRADE EXISTING

UTILIDOR AND UTILITIES

MH792 TO MH12

EIE388 - FY18

R-11 FUEL TRUCK

SHELTER

EIE388

ACTIVE

AIRFIELD

CONSTRUCTION

ZONE

AIRFIELD

BARRIER, NOTE 7

EIE399 - FY18

APRON UPGRADE

(PHASE 1), NOTE 8

EIE394 (BLDG 1335) - FY18

RENOVATE 4-BAY

WEATHER SHELTER

EIE393 - FY18

RENOVATE AMU 8-BAY

WEATHER SHELTER

ACTIVE

AIRFIELD

CONSTRUCTION

ZONE

PLAN NORTH

SCALE:

OVERALL SOUTH LOOP PLAN

NTSA1

SHEET NOTES:

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

DRAWING FOR DESIGN APPLICATIONS.

2. THIS DRAWING SHOWS F-35 PROJECTS LOCATED IN THE

SOUTH LOOP AREA THAT WILL BE ADMINISTERED BY THE

USACE - AK DISTRICT. THESE PROJECTS ARE EITHER IN

CONSTRUCTION, IN DESIGN, AND/OR IN THE PRELIMINARY

DESIGN STAGE. NOT ALL PROJECTS ARE SHOWN ON THIS

SHEET THAT SUPPORT THE F-35 PROGRAM AND SUPPORT

OTHER EIELSON PROGRAMS (SOME ARE NOTED). FISCAL

YEAR (FY) SHOWN IS THE EXPECTED START OF

CONSTRUCTION.

3. PROJECT LOCATIONS SHOWN ARE ONLY APPROXIMATE.

THERE ARE SOME PROJECTS THAT MAY OVERLAP OTHER

PROJECT LOCATIONS.

4. THE PROPOSED LAYDOWN AREA FOR THIS PROJECT IS THE

EXISTING AC APRON SOUTH OF THE HANGAR FROM

CONTRACT AWARD THROUGH MARCH 31, 2019. THE

REMAINDER OF THE 2019 CONSTRUCTION SEASON EIE420

WILL BE REPAVING THE APRON SURROUNDING THIS PROJECT,

DURING THIS TIME THE CONTRACTOR SHALL USE THE EMPTY

HANGAR BAYS FOR LAYDOWN OR COORDINATE WITH THE

CONTRACTING OFFICER TO REQUEST ADDITIONAL AREA IF

REQUIRED.

5. CONTAMINATED SOILS WILL BE STOCKPILED AT A LOCATION

WITHIN 7 MILES OF THE SITE AT A LOCATION IDENTIFIED BY

THE CONTRACTING OFFICER. SOIL SHALL BE STOCKPILES PER

THE REQUIREMENTS OF SPEC SECTION 01 57 20.01 29.

6. PROJECTS EIE405 AND EIE406 WILL OBSTRUCT ACCESS

ALONG CARGAIN ROAD AT TIMES DURING 2018 AND 2019;

TEMPORARY RE-ROUTING WILL BE REQUIRED DURING THESE

TIMES. EIE407 WILL OBSTRUCT ACCESS ALONG LOOP CIRCLE

AT TIMES DURING 2018; TEMPORARY RE-ROUTING WILL BE

REQUIRED DURING THESE TIMES.

SHEET NOTES CONTINUED:

7. AIRFIELD SECURITY GATE SHALL REMAIN CLOSED AT ALL TIMES. AFTER

ENTERING OR EXITING THE CONTRACTOR SHALL CLOSE THE GATE. EIELSON

AIRFIELD OPERATIONS WILL PROVIDE SECURITY BARRIERS, CONTRACTOR

SHALL REMAIN ON THE CONSTRUCTION ZONE SIDE AT ALL TIMES.

8. CONSTRUCT 20' WIDE CONSTRUCTION ACCESS ROAD FROM P100

N=3,892,442.97 E=1,475,950.93 TO P101 N:3,892,626.70 E:1,476,084.95 TO

CONNECT THE TAXIWAY TO EIE420 APRON FOR ACCESS TO THE PROJECT

SITE. PROVIDE 1-30' LONG 18" CPEP CULVERT WITH END SECTIONS TO ROUTE

DRAINAGE UNDER ROAD, COORDINATE ACCESS ROAD AND CULVERT

LOCATION WITH CONTRACTING OFFICER PRIOR TO INSTALLATION. SEE

DETAIL A4/C-501 FOR ACCESS ROAD SECTION. EIE 399 WILL BE UNDER

CONSTRUCTION DURING 2018 AND EIE420 WILL BE UNDER CONSTRUCTION

DURING 2019. EIE420 WILL BE PHASED TO ALLOW ACCESS TO THE PROJECT

SITE EITHER FROM THE NORTH OR FROM THE SOUTH, COORDINATE WITH THE

CONTRACTING OFFICER FOR THE REPAVING SCHEDULE AND ACCESS

DURING THE 2019 CONSTRUCTION SEASON.

TEMPORARY ACCESS

ROAD, NOTE 8

EIE420 FY19

APRON UPGRADE

(PHASE 2),

NOTES 4 & 8

EIE394,

NOTE 4

CRITICAL DATES

PROJECT SCOPE ITEM (CRITICAL MILESTONES) COMPLETION

DATE

EIE 376 COMPLETE ALL UTILIDOR, MANHOLES, & UTILITIES 31-OCT-18

EIE 394

COMPLETE EXTERIOR CONCRETE

REMOVE ALL MATERIALS FROM SURROUNDING APRON

UTILIDUCT AND UTILITIES CONSTRUCTION

31-OCT-18

31-MAR-19

31-JULY-18

US ARMY CORPS

OF ENGINEERS

Reference number:

E, A

D R

A W

D E

S I G

N E

S U

B M

I T

T E

R E

V I E

W E

F I L

D A

T E

C O

N T

R A

D W

C A

L E

C O

N T

R A

C T

O R

C I T

S T

A T

R e c o m m e n d e d

A p p r o v e d

D a t e

P R

I M

O N

T R

A C

T O

R E

S I D

E N

N G

I N

E E

E I E

NOT FOR CONSTRUCTION

P L

L E x x

ALASKA DISTRICT

O V

A T

T H

L T

K B

DESIGN

COMPLETE

E I E

L S

L A

S K

S y m A c t i o n D e s c r i p t i o n D a t e

A p p v d

E I E

B C D E F G H

0 L

T, SU

ITE

0, AN

E, A

1 P h:

7.2

.74

TIO

2 D (K

REGISTERED PROFESSIONA L ENGINEER

JEFFREY D. BRACE

No. CE12292 Dec 08, 2017

L O

C A

T I O

I N

I T

A P

G-103

J D

R M

M A

E D

G E

N E

R A

G E

N E

R A

I N

F O

R M

A T

I O

CLEAN FILL AND CLEAN

CONCRETE DISPOSAL SITE

(SPRUCE LAKE)

F-35 TEMPORARY SOUTH

GATE ACCESS FOR

CONSTRUCTION

INDUSTRIAL

DRIVE

TO CATHER'S LAKE

MAIN GATE

LEGEND

PROJECT

LOCATION/STOCKPILE(S)

/LAYDOWN_STAGING

AREAS

HAUL ROUTE

MULLINS BORROW

PIT

ASBESTOS

LANDFILL

2310 CENTRAL AVE.

CIVIL ENGINEERING

WATER

TREATMENT

POND (WTP)

CHPP (POWER

PLANT)

FLIGHTLINE AVE

CENTRAL AVE

ARCTIC AVE

EIELSON

PROJECT

SITE

AIRPORT

FAIRBANKS

AIRPORT

FAIRBANKS

FIRE/RESCUE STATION

CLEAN FILL AND CLEAN

CONCRETE DISPOSAL SITE

(SPRUCE LAKE)

F-35 TEMPORARY SOUTH

GATE ACCESS FOR

CONSTRUCTION

EIE394 - PROJECT

LOCATION

INDUSTRIAL

DRIVE

TO CATHER'S LAKE

PLAN NORTH

SCALE:

VICINITY MAP

NTSA5

SCALE:

BASE MAP

NTSA1

PLAN NORTH

SHEET NOTES:

1. THIS DRAWING IS FOR REFERENCE ONLY.

DO NOT USE THIS DRAWING FOR DESIGN

APPLICATIONS.

2. THE GOVERNMENT SANITARY LANDFILL IS NOT

AVAILABLE FOR NON-HAZARDOUS WASTES.

NON-HAZARDOUS WASTES SHALL BE DISPOSED

OFF GOVERNMENT PROPERTY. THERE ARE

DISPOSAL AREAS FOR CLEAN CONCRETE,

CONCRETE WASTES AND CONCRETE WASTES

THAT CONTAIN ASBESTOS. REFERENCE THE

SCOPE OF WORK FOR ADDITIONAL DISPOSAL

REQUIREMENTS.

3. GOVERNMENT BORROW MATERIAL IS

AVAILABLE FOR USE. THE CONTRACTOR SHALL

COORDINATE WITH THE BASE FOR ACCESS

REQUIREMENTS.

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. CLEAN SOIL DISPOSAL AREAS ARE AVAILABLE.

REFERENCE THE BASE MAP FOR LOCATIONS.

COORDINATE WITH THE BASE FOR ACCESS AND

DISPOSAL REQUIREMENTS.

6. THE CONTRACTOR SHALL DISPOSE OF CLEAN

CONCRETE AT SPRUCE LAKE. COORDINATE

WITH THE BASE FOR ACCESS AND DISPOSAL

REQUIREMENTS.

7. GRAVEL MATERIAL IS AVAILABLE AT MULLINS

BORROW PIT AND/OR CATHER'S LAKE.

COORDINATE WITH THE BASE FOR ACCESS AND

REQUIREMENTS TO OBTAIN MATERIAL.

N 3,893,000

E 1 ,47

6,4

E 1 ,47

5,8

E 1 ,47

5,6

DANGER

OPERATION

DANGER

OPERATIONCLEAR DURING DOOR

HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION

HAZARDOUS AREA STAND

OPERATION

HAZARDOUS AREA STAND

CLEAR DURING DOOR

HAZARDOUS AREA STAND

DANGER

HAZARDOUS AREA STAND

CLEAR DURING DOOR

HAZARDOUS AREA STAND

DANGER

CLEAR DURING DOOR

OPERATION

DANGER

OPERATION

CLEAR DURING DOOR

HAZARDOUS AREA STAND

OPERATION

CLEAR DURING DOOR

U G

O H

OHE

N 3,892,800

N 3,892,600

E 1 ,47

6,4

E 1 ,47

5,8

E 1 ,47

5,6

GRAVEL

DRIVE

G A

T E

FIRE CONNECTION

F F

.83

.00

.54

.89

.04

.38

.5554

.9555

.8555

.6 557

.1551

.0547

.7 546

.9549

.8550 .6

.0552

.6546

.5 547

.6 547 .9

.5547

.4551

.2551 .6

.8 554

.2 554

.4552

.0548

.6551

.0 551 .1

.1 552

.4 554

.4552

.95

.69

.47

.18

.17

.49

.71

.95

.97

.71

.22

.14

.48

.73

.97

.95

.74

.47

.15

.09

.41

.69

.92

.70

.43

.11

.12

.42

.69

.90

.94

.70

.42

.11

.10

.40

.69

.95

.94

.68

.22

.00

.05

.41

.70

.95

.10

.70

.10

.35

.55

.79

.07

.75

.59

.40

.25

.19

.42

.61

.78

.93

.74

.46

.26

.39

.60

.84

.09

.88

.68

.48

.47

.68

.90

.89

.68

.45

.06

.45

.69

.89

.91

.69

.44

.16

.15

.45

.71

.93

.94

.66

.44

.11

.43

.60

.90

.92

.69

.44

.17

.15

.44

.70

.93

.96

.72

.45

.15

.13

.46

.73

.95

.73

.45

.12

.46

.75

.95

.21

.34

.67

.75

.10

.97

.12

.61

.50

.46

.56

.39 550

.69

.47

.44

.37

.36

.59

.60

.85

.27

.36

.85

.84

.88

.16

.11

.15

.35

.30

.26

.22

.20

.18

.20

.23

.21

.29

.33

.26

.18

.15

.12

.23

.19

.37

.92

.32

.15

.13

.20

.38

.61

.26

.15

.76 550

.71

.31

.70

.50

.44

.81

.27

.29

.09

.18

.20

.22

.19

.20

.21

.22

.23552

.21

.05

.92

.94

.07

.38

.29

.18

.09

.66

.22

.67

.06

.10

.24

.85

.42

.96

.86

.73

.85

.68

.59

.44

.43

.27

.26

.09

.14

.07

.10

.05

.09

.10

.19

CURTAIN DRAIN

60" CMP

SE INV=546.27

NW INV=546.42

CURTAIN DRAIN

10" DIP

INV=551.19

10" DIP

INV=550.95

10" DIP

INV=550.94

CURTAIN DRAIN

UTILIDOR

WARNING LIGHT WARNING

LIGHT

RAB-2

GRAVEL PILE

GRAVEL PILES

8' CHAINLINK W/

BARB WIRE

DANGER

OPERATION

CLEAR DURING DOOR

HAZARDOUS AREA STAND

.35

48.

8.3

.0547

.7 546

.9549

.8550 .6

.0552

.1548

.6546

.5 547

.6 547 .9

.5547

.4551

.2551 .6

.8 554

.2 554

.4552

.0548

.6551

.0 551 .1

.1 552

.4 554

.4552

.05

.90

.74

.52

.67

.86

.97

.11

.20

.22

.14

.04

.98

.82

.02

.14

.16

.20

.25

.26

.24

.21

.12

.00

.10

.12

.18

.23

.19

.09

.00

.91

.77

.56

.75

.88

.01

.16

.12

.92

.73

.57

.32

.10

.38

.58

.85

.10

.13

.80

.49

.25

.98

.89

.18

.47

.80

.12

.09

.75

.44

.14

.85

.80

.10

.39

.71

.05

.97

.64

.28

.00

.68

.18

.50

.80

.62

.36

.07

.80

.59

.38

.23

.12

.11

.19

.35

.45

.33

.24

.23

.31

.45

.48

.38

.35

.37

.44

.55

.65

.52

.49

.48

.52

.58

.53

.55

.61

.64

.73

.85

.82

.78

.69

.64

.73

.67

.74

.90

.97

.93

.11

.19

.14

.92

.74

.85

.11

.09

.22

.56

.47

.88

.91

.62

.40

.39

.68

.73

.98

.26

.25

.61

.59

.54

.28

.05

.96

.10

.28

.62

.86

.93

.96

.20

.22

.10

.81

.52

.07

.00

.56

.84

.16

.32

.29

.22

.27

.10

.76

.48

.92

.74

.59

.87

.04

.03

.34

.16

.06

.17

.39

.60

.78

.98

.31

.60

.15

.92

.72

.48

.25

.08

.95

.93

.17

.05

.76

.97

.34

.58

.83

.08

.32

.56

.78

.05

.10

.88

.62

.38

.13

.89

.64

.42

.00

.59

.85

.62

.56

.99

.39

.63

.90

.13

.38

.64

.86

.12

.09

.86

.63

.38

.15

.88

.64

.39

.98

.53

.41

.26

.52

.98

.38

.63

.91

.14

.39

.63

.86

.10

.08

.87

.64

.39

.13

.89

.63

.36

.97

.53

.14

.12

.52

.98

.38

.62

.94

.15

.37

.65

.88

.09

.10

.90

.67

.38

.13

.92

.61

.39

.97

.50

.11

.09

.52

.97

.39

.63

.90

.13

.40

.68

.91

.10

.09

.89

.66

.39

.13

.89

.62

.38

.96

.50

.97

.86

.41

.94

.38

.90

.14

.41

.67

.89

.08

.07

.86

.65

.38

.14

.90

.38

.96

.84

.38

.62

.89

.09

.30

.58

.81

.04

.02

.78

.57

.29

.07

.82

.54

.28

.77

.11

.48

.70

.96

.18

.43

.70

.96

.13

.96

.98

.97

.96

.82

.58

.30

.05

.82

.54

.29

.06

.46

.69

.94

.18

.42

.67

.83

.84

.83

.81

.67

.70

.71

.69

.55

.32

.06

.82

.60

.23

.26

.50

.74

.11

.86

.62

.37

.15

.44

.69

.91

.95

.69

.47

.18

.17

.49

.71

.95

.97

.71

.22

.14

.48

.73

.97

.95

.74

.47

.15

.09

.41

.69

.92

.70

.43

.11

.12

.42

.69

.90

.94

.70

.42

.11

.10

.40

.69

.95

.94

.68

.22

.00

.05

.41

.70

.95

.42

.10

.95

.70

.42

.10

.35

.55

.79

.07

.75

.59

.40

.25

.99

.85

.19

.42

.61

.78

.86

.87

.06

.18

.22

.08

.87

.83

.75

.77

.98

.18

.93

.74

.46

.26

.39

.60

.84

.09

.88

.68

.48

.47

.68

.90

.89

.68

.45

.06

.45

.69

.89

.91

.69

.44

.16

.15

.45

.71

.93

.94

.66

.44

.11

.43

.60

.90

.92

.69

.44

.17

.15

.44

.70

.93

.96

.72

.45

.15

.13

.46

.73

.95

.73

.45

.12

.46

.75

.95

.28

.30

.27

.28

.29

.28

.30

.29

.21

.02

.34

.67

.75

.10

.89

.65

.97

.12

.61

.50

.46

.59

.56

.39 550

.69

.64

.47

.44

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.6551

DANGER

HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION

DANGER

HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION

DANGER

HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION

DANGER

HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION

DANGER

HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION

DANGER

HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION HAZARDOUS AREA STAND

CLEAR DURING DOOR

OPERATION

DANGER

H A

I N

L I N

SECURITY CAMERA

ANTENNA FOR CAMERA

GENERATOR

BLDG 1338 HANGAR BLDG 1335 HANGAR

550.0

547.0

548.0

549.0

550.0

547.0

548.0

549.0

551.0

550.0

551.0

552.0

US ARMY CORPS

OF ENGINEERS

Reference number:

E, A

D R

A W

D E

S I G

N E

S U

B M

I T

T E

R E

V I E

W E

F I L

D A

T E

C O

N T

R A

D W

C A

L E

C O

N T

R A

C T

O R

C I T

S T

A T

R e c o m m e n d e d

A p p r o v e d

D a t e

P R

I M

O N

T R

A C

T O

R E

S I D

E N

N G

I N

E E

E I E

NOT FOR CONSTRUCTION

P L

L E x x

ALASKA DISTRICT

O V

A T

T H

L T

K B

DESIGN

COMPLETE

E I E

L S

L A

S K

S y m A c t i o n D e s c r i p t i o n D a t e

A p p v d

E I E

B C D E F G H

0 L

T, SU

ITE

0, AN

E, A

1 P h:

7.2

.74

TIO

2 D (K

REGISTERED PROFESS IONA L ENGINEER

JEFFREY D. BRACE

No. CE12292 Dec 08, 2017

SURVEY CONTROL POINTS

POINT NORTHING EASTING ELEV DESCRIPTION

*RAB-1 3,892,831.55 1,474,803.63 553.20 BRASS CAP

RAB-2 3,893,077.73 1,476,235.40 555.42 BRASS CAP

*RAB-3 3,893,609.03 1,475,496.31 555.81 BRASS CAP

*UR-2 3,893,058.66 1,475,164.07 553.17 BRASS CAP

*UR-3 3,892,457.86 1,475,322.95 553.18 BRASS CAP

*UR-6 3,893,753.21 1,474,762.72 558.31 BRASS CAP

*UTIL 3,893,796.11 1,474,587.61 556.91 ALUMINUM MON

* SEE G-102 FOR GRAPHICAL REPRESENTATION OF THESE…

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