B08 W9123822R0006 Attachment 03 HAFB B1286 Steam Plant Specifications Vol 2 - 20220318.pdf

US Army Corps of Engineers

Huntsville District

CONSTRUCTION SPECIFICATIONS AND DESIGN CRITERIA

VOLUME 2 OF 2

BLDG 1286 – STEAM PLANT UPGRADE

HILL AFB, UTAH

SOLICITATION NO. W9123822R0006

CONTRACT NO. W912DY18D0016

DATE: 18 MARCH 2022 - CORRECTED FINAL DB RFP

THIS PAGE LEFT INTENTIONALLY BLANK.

Steam Plant Upgrade – Hill AFB, Utah Bldg. 1286

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 11/20 GENERAL REQUIREMENTS

01 10 10 07/21 DESIGN CRITERIA

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11, CHG 11:11/20 WORK RESTRICTIONS

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 01 02/15 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 16 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 35 26 11/19 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 11/16, CHG 1: 02/20 QUALITY CONTROL

11/16, CHG

11/20

2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

SPECIAL INSPECTIONS

01 50 00 11/20 TEMPORARY CONSTRUCTION FACILITIES

AND CONTROLS

01 57 19 08/16 ENVIRONMENTAL PROTECTION

02/19, CHG

05/19

1: 08/20 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 1: 11/20 OPERATION AND MAINTENANCE DATA

01 91 00 05/19, CHG 2: 08/20 TOTAL BUILDING COMMISSIONING

VOLUME 2 OF 2

APPENDIX A – 35% RFP DRAWINGS

APPENDIX B – BASE FACILITY DESIGN STANDARDS

APPENDIX C – INDUSTRIAL SAFETY REQUIREMENTS

APPENDIX D – HAFB ARC STANDARDS

APPENDIX E - EXISTING FACILITY PHOTOGRAPHS

APPENDIX F – LIMITED ASBESTOS INSPECTION REPORT – BLDG 1286 (2019)

APPENDIX G – UNDERGROUND STORAGE TANKS(USTs)SUBSURFACE REPORT-BLDG 1286

APPENDIX H – HISTORICAL GEOTECHNICAL INFORMATION

APPENDIX I – ASCE 41 TIER 1 CHECK LISTS

APPENDIX J – PROPOSED BOILER CUTSHEETS

APPENDIX K - HILL AFB-REPAIR BOILERS-FINAL FEASIBILITY REPORT 09-16-19

(TO BE PROVIDED ELECTRONICALLY BY USACE)

APPENDIX L – AS-BUILTS (TO BE PROVIDED ELECTRONICALLY BY USACE)

APPENDIX M – BASE STANDARD DETAILS (TO BE PROVIDED ELECTRONICALLY BY USACE)

-- End of Project Table of Contents --

Steam Plant Upgrade – Hill AFB, Utah Bldg. 1286

PROJECT TABLE OF CONTENTS Page 2

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APPENDIX A

35% RFP DRAWINGS -BLDG 1286

PROJECT LOCATION

S. Weber

Uintah

E.

N.

E. Layton

C h u rc h

S t.

E. Ge ntile

St.

Arsenal

Antelope Dr.

Clearfield

Clinton Sunset

23215

HILL AFB

Roy

Washington Terrace

Riverdale 28 89

SOUTH GATE

WEST GATE

CONTRACTING

6038 ASPEN AVE

BLDG. 1289

NE

ROY

GATE

CIVIL ENGR

5713 LAHM LANE

BLDG 593 N

FIRE

DEPARTMENT

BLDG. 23

5 4

2 1

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

M A

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2 4 6 8 10 12 14 16 18 20

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BLDG 1286

VICINITY MAP

LOCATION MAP

/7

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:1

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SACRAMENTO DISTRICT

W912DY21F0241

W912DY18D0016

FEBRUARY 16, 2022

BLDG 1286 - STEAM PLANT UPGRADE

HILL AFB, UT

FINAL RFP - NOT FOR CONSTRUCTION

BLDG 1286

TN

TN

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G-001 COVER SHEET AND SHEET INDEX

G-002 GENERAL NOTES, ABBREVIATIONS

GI001 LIFE SAFETY LEGEND AND SYMBOLS

GI101 LIFE SAFETY PLAN

CIVIL

C-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES

C-100 EXISTING CONDITIONS AND DEMOLITION PLAN

CS100 SITE PLAN

CU100 UTILITY PLAN

C-500 SITE DETAILS

ARCHITECTURAL

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 ROOF DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-102 ROOF PLAN

A-201 BUILDING ELEVATIONS

FIRE PROTECTION

FA001 FIRE ALARM LEGEND

FA101 FIRE ALARM PLAN

PLUMBING

PD101 PLUMBING DEMOLITION PLAN

P-101 PLUMBING PLAN

MECHANICAL

MD100 MECHANICAL DEMOLITION PLAN

M-100 MECHANICAL NEW WORK PLAN

ELECTRICAL

E-001 ELECTRICAL LEGEND NOTES AND ABBREVIATIONS

ED101 POWER DEMOLITION PLAN

E-101 POWER PLAN

E-401 ENLARGED PLAN

E-601 ONE-LINE DIAGRAMS - EXISTING

E-602 ONE-LINE DIAGRAMS - DEMOLITION

E-603 ONE-LINE DIAGRAMS - NEW WORK

SHEET COUNT: 27

W9123822R0006

W

2R

GENERAL NOTES

1. REFER TO CIVIL DRAWINGS FOR ALL CIVIL/SITE WORK ASSOCIATED WITH THIS TASK.

2. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL WORK ASSOCIATED WITH THIS TASK.

3. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING WORK ASSOCIATED WITH THIS TASK.

4. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL WORK ASSOCIATED WITH THIS TASK.

5. REFER TO FIRE PROTECTION DRAWINGS FOR ALL FIRE ALARM WORK ASSOCIATED WITH THIS TASK.

6. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAIRED TO MATCH PRE-EXISTING CONDITIONS.

7. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME DAMAGED DURING EXECUTION OF THE WORK

SHALL BE REPAINTED AND REPAIRED TO THE FULL EXTENT OF DAMAGED COMPONENTS TO MATCH

EXISTING ADJACENT SURFACES.

DRAWING ABBREVIATIONS

SHEET NUMBERING

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

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

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

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

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

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 HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

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

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

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

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE 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 FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED GOVERNMENT

INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

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

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

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

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR 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

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

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

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

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

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

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

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

SB SPLASH BLOCK

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

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

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

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

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

PLAN NORTH

B1 EQUIPMENT TAG

SYMBOLOGY

PLAN LEGEND

NEW DOOR AND PARTITION

NEW PARTITION

SEE PLAN FOR TYPE

EXISTING DOOR AND

PARTITION TO REMAIN

A C

T

IV

E

L

A F

INACTIVE

LEAF

NEW DOUBLE DOORS

EXISTING WALL

CONSTRUCTION TO REMAIN

EXISTING WALL TO BE

DEMOLISHED

EXISTING DOOR AND FRAME

TO BE DEMOLISHED

US Army Corps of Engineers ®

SHEET ID

U S

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TRAVEL DISTANCE

COMMON PATH OF TRAVEL

OCCUPANT LOAD

ROOM NAME USE SQ. FT PER PERSON AREA (SQ. FT) OCCUPANT LOAD

CHEMICAL

STORAGE ROOM

MECHANICAL ROOM

CONTROL ROOM

INDUSTRIAL

INDUSTRIAL

BUSINESS

TOTAL OCCUPANTS: 35 OCCUPANTS

EGRESS CAPACITY

EXIT WIDTH

(INCHES)

CAPACITY FACTOR

(WIDTH/PERSON)

EGRESS CAPACITY

(PERSONS)

DOOR 2

DOOR 3

0.2

0.2

EGRESS CAPACITY: 700 PERSONS

US Army Corps of Engineers ®

SHEET ID

U S

AR

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APPLICABLE CODES

1. 2021 EDITION OF THE INTERNATIONAL BUILDING CODE

2. NFPA 1, UNIFORM FIRE CODE - 2021 EDITION

3. NFPA 70, NATIONAL ELECTRIC CODE - 2020 EDITION

4. NFPA 72, NATIONAL FIRE ALARM CODE - 2019 EDITION

5. NFPA 101, LIFE SAFETY CODE - 2021 EDITION

6. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 6 - 05-06-2021

7. UFC 04-021-01, MASS NOTIFICATION SYSTEMS, WITH CHANGE 1 - 01-01-2010

OCCUPANCY CLASSIFICATION (NFPA 101)

1. INDUSTRIAL OCCUPANCY

MEANS OF EGRESS (NFPA 101)

1. EGRESS COMPONENTS

1.1 DOORS

1.1.1. DOORS ARE TO BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS, IF PROVIDED, ARE NOT TO REQUIRE THE USE OF A KEY, A TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE

(SECTION 7.2.1.5.1/7.2.1.5.3)

1.1.2. THE PANIC HARDWARE OR FIRE EXIT HARDWARE IS TO CONSIST OF CROSS BARS OR PUSH PADS LOCATED NOT LESS THAN 34 INCHES OR MORE THAN 48 INCHES ABOVE THE FLOOR. THE ACTUATING PORTION OF THE CROSS BAR OR PUSH PADS IS NOT TO EXTEND

ACROSS LESS THAN ONE-HALF THE WIDTH OF THE DOOR LEAF (SECTION 7.2.1.7.1)

2. MARKING OF MEANS OF EGRESS

2.1. SIGNAGE

2.1.1. EXITS SHALL BE MARKED BY AN APPROVED SIGN READILY VISIBLE FROM ANY DIRECTION OF EXIT ACCESS (SECTION 7.10.1.2)

2.1.2. A DIRECTIONAL SIGN READING "EXIT" WITH A DIRECTIONAL INDICATOR SHOWING THE DIRECTION OF TRAVEL SHALL BE PLACED IN EVERY LOCATION WHERE THE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT (SECTION 7.10.2/SECTION 7.10.3.1)

2.2. ILLUMINATION

2.2.1. EVERY EXIT SIGN SHALL BE ILLUMINATED AT ALL TIMES. THE ILLUMINATION SHALL BE FOR 90 MINUTES IN THE CASE OF PRIMARY

POWER LOSS (SECTION 7.8.1.2/SECTION 7.9.2.1)

2.2.2. EXIT SIGNS THAT ARE EXTERNALLY ILLUMINATED SHALL HAVE AN INTENSITY NOT LESS THAN 54 LUX (SECTION 7.10.6.3)

3. EMERGENCY POWER AND LIGHTING

3.1. EMERGENCY LIGHTING

3.1.1. EMERGENCY LIGHTING REQUIRED FOR EXIT ACCESS, EXITS AND EXIT DISCHARGE AT ALL TIMES THAT THE BUILDING IS OCCUPIED

(SECTION 7.8.1.2)

3.1.2. EMERGENCY ILLUMINATION IS REQUIRED TO BE AS FOLLOWS:

3.1.2.1 REQUIRED ILLUMINATION SHALL BE ARRANGED SO THAT INITIAL ILLUMINATION IS AT LEAST AN AVERAGE OF 1 FTCANDLE AND A

MINIMUM AT ANY POINT OF 0.1 FT-CANDLE (SECTION 7.9.2.1)

3.1.2.2. A DECLINE TO 0.6 FT-CANDLE AVERAGE ILLUMINATION AT THE FLOOR WITH A MINIMUM 0.06 FT-CANDLE AT ANY POINT IS

PERMITTED AT THE END OF THE EMERGENCY LIGHTING TIME DURATION (SECTION 7.9.2.1)

3.1.2.3. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED (SECTION 7.9.2.1)

4. OCCUPANT LOAD FACTORS

4.1. INDUSTRIAL:

100 SQ. FT PER OCCUPANT (TABLE 7.3.1.2)

TOTAL: 33 OCCUPANTS

5. CAPACITY OF MEANS OF EGRESS

5.1. EGRESS WIDTH REQUIRED PER PERSON

5.1.1. LEVEL EGRESS TRAVEL: 0.2 INCHES/PERSON

5.1.2. PROVIDED WIDTH: 0.2 INCHES/PERSON

LIFE SAFETY GENERAL NOTES

LIFE SAFETY SYMBOLS

6. TRAVEL DISTANCE

6.1. MAXIMUM TRAVEL DISTANCE

6.1.1. INDUSTRIAL OCCUPANCY: 200 FT (TABLE 40.2.6.1)

ACTUAL: 90 FT 10 IN

6.2. MAXIMUM COMMON PATH OF TRAVEL

6.2.1. INDUSTRIAL OCCUPANCY: 50 FEET (TABLE 40.2.5.1)

ACTUAL: 29 FT 1 INCH

6.3. MAXIMUM DEAD END CORRIDOR

6.2.1. INDUSTRIAL OCCUPANCY: 50 FEET (TABLE 40.2.5.1)

7. NUMBER AND ARRANGEMENT OF MEANS OF EGRESS, INCLUDING EXIT DISCHARGE

7.1. NUMBER OF EXITS REQUIRED

7.1.1. SINGLE EXIT FROM ROOMS AND AREAS WITH LIMITED OCCUPANT LOAD AND HAVING COMMON PATH OF TRAVEL WITHIN THE

ALLOWABLE LIMITS (SECTION 7.4.1.1)

7.1.2. SEE LIFE SAFETY FLOOR PLANS FOR SPECIFIC LOCATIONS OF EXITS.

7.2. EXIT DISCHARGE

7.2.2. THE EXIT DISCHARGE SHALL PROVIDE DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC WAY (SECTION 7.7.3).

ACTUAL HEIGHT AND AREA VS. ALLOWABLE HEIGHT AND AREA (EXISTING TYPE IIB CONSTRUCTION)

1. BUILDING HEIGHT

1.1. ALLOWABLE HEIGHT: 55 FEET (IBC TABLE 504.3)

1.2. ACTUAL HEIGHT: 29 FEET

1.3. ALLOWABLE NUMBER OF STORIES: 4 STORIES (IBC TABLE 504.3)

1.4. ACTUAL NUMBER OF STORIES: 1 STORY

2. BUILDING AREA

2.1 ALLOWABLE BUILDING AREA: TYPE IIB: 23,000 SQUARE FEET (IBC 506.2)

2.2 ACTUAL BUILDING AREA - 3,590 SQUARE FEET

FIRE SUPPRESSION REQUIREMENTS

FIRE SUPPRESSION IS NOT REQUIRED PER UFC 3-600-01 9-7.2.1 AND IBC 903.2.4.

FIRE ALARM REQUIREMENTS

FIRE ALARM SYSTEM NOT REQUIRED PER UFC 3-600-01 AND IBC.

COMBINED FIRE ALARM MASS NOTIFICATION SYSTEM PROVIDED PER UFC 3-600-01 9-18.1.2.1.

CARBON MONOXIDE DETECTION REQUIRED PER UFC 3-600-01 9-19.1.1

W

2R

D

C

B

A

1 2 3 4 5 6

CHEMICAL

STORAGE ROOM

101A

MECHANICAL

ROOM

CONTROL ROOM

RESTROOM

102A

ACTUAL TD: 64 FT 8 IN

ALLOWABLE TD: 200 FT

ACTUAL TD: 90 FT

ALLOWABLE TD: 200 FT

ACTUAL CPT: 29 FT 1 IN

ALLOWABLE CPT: 50 FT

ACTUAL CPT: 34 FT 4 IN

ALLOWABLE CPT: 50 FT

OCCUPANT LOAD

ROOM NAME USE SQ. FT PER PERSON AREA (SQ. FT) OCCUPANT LOAD

CHEMICAL

STORAGE ROOM

MECHANICAL ROOM

CONTROL ROOM

INDUSTRIAL

INDUSTRIAL

BUSINESS

TOTAL OCCUPANTS: 35 OCCUPANTS

EGRESS CAPACITY

EXIT WIDTH

(INCHES)

CAPACITY FACTOR

(WIDTH/PERSON)

EGRESS CAPACITY

(PERSONS)

DOOR 2

DOOR 3

0.2

0.2

EGRESS CAPACITY: 700 PERSONS

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

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STANDARD PENETRATION TEST

SILT FENCE

SOIL BORING

SANITARY MANHOLE

SLOPE

RECREATIONAL CENTER

REINFORCED CONCRETE PIPE

PROPOSED

PLASTIC PIPE

POST INDICATOR VALVE

OUTFALL

ELECTRIC MANHOLE

MANHOLE

LIMITS OF DISTURBANCE

LINEAR FEET

POUNDS

LENGTH

ELECTRICAL JUNCTION BOX

INVERT ELEVATION

INVERT

HEADWALL

HORIZONTAL ELLIPTICAL REINFORCED

GREEN ROOF

GUARD POST

FUEL OIL SUPPLY

FINISH GRADE

FINISHED FLOOR

FUEL CONNECTION

EXISTING

ENGINEERING

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DUCTILE IRON PIPE

COLD WATER

CORRUGATED PLASTIC PIPE

CONCRETE

CORRUGATED METAL PIPE

CHAIN LINK FENCE

CONCRETE BARRIER

STORM WATER CATCH BASIN

CONCRETE PIPE

BUILDING

W/ WITH

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EX. CV EXISTING CULVERT

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ASTM

MONUMENT (BENCHMARK)

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SWGR

HGL HYDRAULIC GRADE LINE

HDPE

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CASED WITHC/W

HIGH DENSITY POLYETHYLENE PIPE

FEET PER SECOND

SWITCHGEAR

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W

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LEN

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SPEC. X

SPECIMEN TREE

TG TOP OF GRADE

TW TOP OF WALL

BW BOTTOM OF WALL

MPH

MW

MILES PER HOUR

MONITORING WELL

PE POLYETHYLENE

ASTM INTERNATIONAL

CN CURVE NUMBER

STORM WATER MANAGEMENT

A.D.

PVI POINT OF VERTICAL INTERSECTION

VC VERTICAL CURVE

GV GAS VALVE

IDA IMPERVIOUS DRAINAGE AREA

FINISHED FLOOR ELEVATION

E.P. EDGE OF PAVEMENT

G.F.E. GROUND FLOOR ELEVATION

NATIONAL PIPE THREAD

REAL PROPERTY SERVICES FIELD OFFICER.S.F.O.

FTG FITTING

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SAN SANITARY SEWER PIPE

SD STORM DRAIN

SS# SUBSTATION

U.D. UNDERDRAIN

VCP VEHICLE CONTROL POINT

WATER

WV WATER VALVE

DIRECT BURY CONDUITDBC

UTIL UTILITY

GRND GROUND

ABND ABANDONED

ABBREVIATIONS

A

B

C

D

E

F

G

H

J

L

M

N

O

P

R

S

T

U

V

W

TD TRENCH DRAIN

BC

BOTTOM OF THE CURB

T TRANSFORMER

CFS CUBIC FEET PER SECOND

MHFD MILE HIGH FLOOD DISTRICT

MUTCD

S

CONCRETE PIPE

ABSOLUTE DIFFERENCE OF GRADE

PERCENTAGES

FEDERAL EMERGENCY MANAGEMENT

AGENCY

HEATING, VENTILATION AND AIR

CONDITIONING

FH FIRE HYDRANT

SUPERVISORY CONTROL AND DATA

ACQUISITION LINE

MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

SDDCTEA SURFACE DEPLOYMENT AND

DISTRIBUTION COMMAND

TRANSPORTATION ENGINEERING AGENCY

GRAPHIC SYMBOLS

KEY NOTE NUMBER FOR EXISTING CONDITION AND DEMOLITION PLANS

KEY NOTE NUMBER FOR SITE , GRADING, AND EROSION PLANS

TYPICAL SECTION CALL OUT

A-A

TYPICAL DETAIL NUMBER

KEY NOTE NUMBER FOR UTILITY PLANS

SURVEY NOTESLEGEND

A1

LIMIT OF DISTURBANCE

EXISTING CONCRETE PADS TO BE DEMOLISHED AND REMOVED

EXISTING FUEL DISPENSING CONCRETE PAD TO BE DEMOLISHED

AND REMOVED

EXISTING FUEL OIL TANK TO BE DEMOLISHED AND REMOVED

EXISTING ELECTRIC

EXISTING FIBER OPTIC

EXISTING GAS

EXISTING FUEL

EXISTING SANITARY SEWER

EXISTING STEAM

EXISTING STORM DRAIN

EXISTING UNKNOWN UTILITY

EXISTING WATER

END OF INVESTIGATION

APPROXIMATE LIMITS OF EXCAVATION

EXISTING SIDE WALK TO BE DEMOLISHED AND REMOVED

EXISTING FUEL LINE TO BE DEMOLISHED AND REMOVEDF

EXISTING GENERATOR TO BE REMOVED

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING STORM DRAIN INLET

E

G

PROPOSED ELECTRICAL LINE

PROPOSED GAS LINE

1. THE SUBSURFACE UTILITIES SHOWN HAVE BEEN INVESTIGATED AND DEPICTED IN

ACCORDANCE WITH CI/ASCE 38-02 AND THE SCOPE OF WORK BETWEEN KCI TECHNOLOGIES

AND THE CLIENT. KCI RECOMMENDS THAT THE CONTRACTOR AND ANY OTHER USERS OF THIS

INFORMATION REVIEWS AND UNDERSTANDS THE SCOPE OF WORK AND LIMITS OF THE UTILITY

INVESTIGATION LEADING TO THE UTILITY DEPICTIONS.

2. RELIANCE UPON THIS INFORMATION FOR RISK MANAGEMENT PURPOSES DOES NOT RELIEVE

ANY PARTY FROM FOLLOWING ALL APPLICABLE UTILITY DAMAGE STATUTES, POLICIES, AND/OR

INDUSTRY BEST PRACTICES WHEN PERFORMING EXCAVATIONS.

3. UTILITY SIZE AND MATERIAL ARE DETERMINED THROUGH AVAILABLE UTILITY OWNER

INFORMATION UNLESS OTHERWISE CONFIRMED BY ACTUAL EXPOSURE.

4. UTILITIES LABELED AS UNKNOWN TYPE HAVE NO CORRELATED RECORDS OR VISIBLE

APPURTENANCES TO DETERMINE FUNCTION OR TYPE.

5. UTILITY FIELD MAPPING SERVICE WAS STARTED ON 01/08/2019 AND COMPLETED ON 02/07/2019.

UTILITIES MAY HAVE BEEN ADJUSTED, REMOVED, RELOCATED OR ADDED AFTER THIS DATE.

6. UTILITIES NOTED TO BE ABANDONED OR OUT OF SERVICE HAVE BEEN NOTED AS SUCH FROM

THE INFORMATION PROVIDED BY OTHERS. USERS OF THIS DATA SHOULD VERIFY THIS STATUS

INFORMATION.

7. APPARENT EDGES OF THE UNDERGROUND TANKS WERE DETERMINED THROUGH THE USE OF

GROUND PENETRATING RADAR (GPR). THE RESULTING QUALITY OF INFORMATION THAT WAS

ABLE TO BE COLLECTED VARIED CONSIDERABLY. TANK EDGES WERE NOT ALWAYS CLEARLY

APPARENT FOR THE PORTIONS OF OR AN ENTIRE SIDE. DEPICTION OF THE APPARENT EDGES

IS BASED ON CONNECTING THE INFORMATION THAT WAS ABLE TO BE COLLECTED. LOCATION

OF ACTUAL EDGES MAY VARY FROM WHAT IS DEPICTED.

8. IN MANY CASES UTILITIES WERE FOUND AT DIFFERENT LOCATIONS THAN WHAT WAS SHOWN

ON THE UTILITY RECORDS. WHERE AN APPARENT FUNCTIONALLY EQUIVALENT UTILITY

FACILITY WAS FOUND AT A DIFFERENT LOCATION, THE LOCATION OF THE UTILITY PER THE

RECORDS IS NOT DEPICTED. IN CASES WHERE A FUNCTIONALLY EQUIVALENT UTILITY FACILITY

WAS NOT FOUND, THE UTILITY FACILITY IS DEPICTED PER RECORDS AT QUALITY LEVEL D.

9. THE DESIGN/BUILD (D/B) CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A DETAILED

TOPOGRAPHIC SURVEY AND SETTING BENCHMARKS FOR THE PROJECT.

DEMOLITION NOTES

1. THE CONTRACTOR SHALL FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR TO THE START OF

WORK. THERE IS NO WARRANTY OR GUARANTEE ON THE COMPLETENESS OR CORRECTNESS

OF THE EXISTING CONDITION INFORMATION SHOWN ON THESE DRAWINGS. ANY DISCREPANCY

FOUND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COTR PRIOR TO STARTING

WORK.

2. THE CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING

UTILITIES PRIOR TO STARTING WORK AND SHALL NOTIFY THE COTR OF ANY DISCREPANCIES

THAT EXIST.

3. ALL EXISTING UTILITY SURFACE FEATURES INCLUDING BUT NOT LIMITED TO MANHOLES, HAND

HOLES, MECHANICAL LIDS, VALVE BOXES, ETC. WITHIN THE LIMITS OF DISTURBANCE TO BE

ADJUSTED TO FINISHED GRADE UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND

STRUCTURES AT ALL TIMES.

5. THE CONTRACTOR SHALL CONTACT BLUE STAKES OF UTAH 811 AT LEAST 48 HOURS PRIOR TO

BEGINNING ANY DEMOLITION, UTILITY, OR EXCAVATION ACTIVITY.

6. ALL EXISTING FEATURES OUTSIDE OF THE LIMITS OF DISTURBANCE ARE TO REMAIN, UNLESS

OTHERWISE NOTED.

7. COORDINATE REMOVAL OF EXISTING UTILITIES WITH INSTALLATION OF NEW UTILITIES TO

MINIMIZE OUTAGE DURATION. ANY OUTAGE MUST BE COORDINATED IN ADVANCE WITH

APPROPRIATE BASE FACILITIES MANAGEMENT.

8. SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT AND SIDEWALK AS NEEDED TO INSTALL

NEW CONCRETE PADS.

9. ALL EXISTING SURFACE FEATURES INCLUDING UTILITIES AS NOTED ON EXISTING CONDITION

AND DEMOLITION PLAN (C-100) TO BE DEMOLISHED BY THE CONTRACTOR. CONTRACTOR SHALL

BE RESPONSIBLE FOR THE SAFE REMOVAL AND THE DISPOSAL OF ALL DEMOLISHED MATERIAL

OFF- SITE (BASE) AT NO ADDITIONAL COST TO THE OWNER.(GOVERNMENT/HILL AFB).

E

EXISTING ELECTRICAL LINE TO BE DEMOLISHED AND REMOVED

W

2R

(QLD)

3" QLD

(QLD)

4" VCP QLD

6" VCP

SHEET ID

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3 5 7 9 11 13 15 17 19

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US Army Corps of Engineers n a a e c o m n e t c o m l f s A

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SCALE: 1"= 10'

EXISTING CONDITIONS AND DEMOLITION PLAN

C-100

10' 20'0

N

E X

I S

T I N

G

C

O N

D I T

I O

M

O L

I T

I O

N

P

L A

N

REMOVE AND DEMOLISH EXISTING CONCRETE

PAVEMENT.

REMOVE AND DEMOLISH EXISTING FUEL DISPENSER

CONCRETE PAD.

DEMOLITION KEYNOTES

EXISTING UNDERGROUND FUEL TANKS TO BE

DEMOLISHED AND REMOVED ALONG WITH ALL TANK

FITTINGS AND ANCHORS.

SAW CUT, REMOVE AND DEMOLISH EXISTING CONCRETE

SIDEWALK.

EXISTING FUEL LINES TO BE DEMOLISHED, REMOVED

AND CAPPED IN PLACED.

EXISTING ELECTRICAL LINES TO BE DEMOLISHED AND

REMOVED.

REMOVE AND DEMOLISH EXISTING BOLLARDS.

LIMIT OF DISTURBANCE

EXISTING CONCRETE PADS TO BE

DEMOLISHED AND REMOVED

EXISTING FUEL DISPENSING CONCRETE PAD

TO BE DEMOLISHED AND REMOVED

EXISTING FUEL OIL TANK TO BE

DEMOLISHED AND REMOVED

EXISTING ELECTRIC

EXISTING FIBER OPTIC

EXISTING GAS

EXISTING FUEL

EXISTING SANITARY SEWER

EXISTING STEAM

EXISTING STORM DRAIN

EXISTING UNKNOWN UTILITY

EXISTING WATER

END OF INVESTIGATION

LEGEND

APPROXIMATE LIMITS OF EXCAVATION

EXISTING SIDE WALK TO BE DEMOLISHED

AND REMOVED

EXISTING FUEL LINE TO BE DEMOLISHED

AND REMOVED

F

EXISTING CONCRETE PAD, TRANSFORMER AND SWITCH

BOX TO REMAIN.

EXISTING GENERATOR TO BE REMOVED

REMOVE AND DEMOLISH EXISTING GENERATOR, ALONG WITH

FUEL BELLY TANK AND THE CONCRETE PAD.

A P

P R

O X

I M

A T

E

A

R E

A

B

E I N

G

D

E S

I G

N A

T E

D

F

O R

C O

N T

R A

C T

A

I L E

A

G I N

G

A

O

R A

G E

APPROXIMATE LIMIT OF WORK

(CONTRACTOR STAGING AREA)

GRAPHIC SCALE

EXISTING ELECTRICAL LINE TO BE

DEMOLISHED AND REMOVED

E

W

2R

40,000

GALLON

TANK

G E

N E

R A

T O

R

P A

D

S I D

E W

A L K

TRANS

SHEET ID

M

Y

C

O R

E

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I N

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N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

F i l e

P a t h

P l o t

D a t e

2 4 6 8 10 12 14 16 18 20

P

M

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D

B

BLDG 1286

US Army Corps of Engineers n a a e c o m n e t c o m l f s A

M E

R A r l i n g t o n U

S A

R L

D

C S

P r o j e c t s B

D L

H i l l

A F

B

S t e a m

U p g r a d e

C

A D

G

I S

C

A D

S

H E

E T

S B

C

S

S I T

E

P

L A

N d w g

P

M

H I L L

A

F B

U

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S A

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A M

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T R

I C

T

A E

C O

M

W

I L S

V

D

A R

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G T

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A

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P

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F E

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A

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S T

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I O

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SITE PLAN

CS100

S I T

E

P

L A

N

24.4'

Ø

LOD

SITE PLAN NOTES

PROPOSED ABOVE GROUND VERTICAL FUEL TANK DOUBLE

LINED (40,000 GALLON).

SEE DETAIL H3 ON SHEET C-500.

PROPOSED CONCRETE PAD FOR FUEL TANK

PROPOSED CONCRETE SIDEWALK, SEE DETAIL D14 ON

SHEET C-500.

PROPOSED LAVA ROCK TO MATCH EXISTING COVER.

PROPOSED GENERATOR CONCRETE PAD.

PROPOSED TRANSFORMER CONCRETE PAD.

PROPOSED BOLLARDS.

CONTRACTOR SHALL RESTRIPE THE EXISTING PARKING

STALL WITH 4-INCH WIDE WHITE PAINT, AND THE EXISTING

CURB EAST OF THE NEW ABOVE GROUND STORAGE TANK

TO BE PAINTED RED TO SHOW PARKING IS OFF-LIMITS

ALONG BOX ELDER LANE.

EXISTING EDGE OF CURB AND GUTTER TO REMAIN AND TO

BE PROTECTED THROUGHOUT THE CONSTRUCTION.

LEGEND

PROPOSED ABOVE GROUND VERTICAL

FUEL TANK (40,000 GALLON)

PROPOSED CONCRETE PAVEMENT

PROPOSED LAVA ROCK COVERING

LIMIT OF DISTURBANCE

LIMIT OF EXCAVATION

BOLLARDS

TOTAL FUEL REQUIRED FOR (1) 400 KW GENERATOR AND ONE (2) NEW BOILERS = 32,140 GALLONS

FOR 90% FILL FUEL REQUIRED IS = 35,712 GALLONS

THEREFORE PROPOSING 1 (40,000 GALLON) ABOVE GROUND DOUBLE LINED FUEL VERTICAL TANK 12'Ø.

8'-0"

6'-0"

10' 20'0

GRAPHIC SCALE

TYP.

BO

(TYP).

BO

6.25'

GENERAL NOTES

1. ALL EXISTING CURB AND GUTTER AROUND THE PROJECT

WORK TO REMAIN. ANY DAMAGE TO CURB AND GUTTER

DURING CONSTRUCTION, CONTRACTOR TO REBUILD AT NO

ADDITIONAL COST TO THE OWNER (GOVERNMENT).

2. CONTRACTOR SHALL CONFIRM THE FINAL FUEL QUANTITY

REQUIREMENTS BASED ON EQUIPMENTS (BOILERS,

GENERATOR) PURCHASED.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING AND

THE LOCATION OF THE CONCRETE PADS FOR THE NEW

EQUIPMENTS ( TRANSFORMER AND GENERATOR).

TYP.

BO

(TYP).

P A

I N

T

T

H

R

B

E

D G

E

R

E D

W

2R

4" VCP QLD

6" VCP

40,000

GALLON

TANK

G E

N E

R A

T O

R

S I D

E W

A L K

TRANS

E

G

E

F

E E

E

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

F i l e

P a t h

P l o t

D a t e

2 4 6 8 10 12 14 16 18 20

P

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F

D

B

BLDG 1286

US Army Corps of Engineers n a a e c o m n e t c o m l f s A

M E

R A r l i n g t o n U

S A

R L

D

C S

P r o j e c t s B

D L

H i l l

A F

B

S t e a m

U p g r a d e

C

A D

G

I S

C

A D

S

H E

E T

S B

C

U

U T

I L

I T

Y

P

L A

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P

M

H I L L

A

F B

U

T

S A

C R

A M

E N

S

T R

I C

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A E

C O

M

W

I L S

V

D

A R

L I N

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O N

V

A

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E

P

E P

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F E

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W D

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W D

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B L D

G

S

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A

G

R A

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M E

F I N

N

S T

R U

C T

I O

N

UTILITY PLAN

CU100

10' 20'0

N

U T

I L

I T

Y

P

L A

N

LOD

UTILITY PLAN NOTES

PROPOSED VERTICAL DOUBLE WALLED FUEL TANK PIPING

AND CONNECTION, SEE MECHANICAL PLANS.

PROPOSED GENERATOR, FOR FUEL CONNECTIONS SEE

MECHANICAL PLAN M-100.

PROPOSED TRANSFORMER, FOR CONNECTION AND SIZING

SEE ELECTRICAL PLANS.

EXISTING DOMESTIC 2-1/2" WATER LINE CONNECTION TO

THE BUILDING TO REMAIN, SEE PLUMBING PLAN P-101.

CONNECT PROPOSED GAS PIPING TO EXISTING 6-INCH GAS

PIPING AT SHUT OFF VALVE, SEE PLUMPING PLAN P-101.

PROPOSED FUEL CONNECTION TO EXTERIOR GENERATOR,

SEE MECHANICAL PLAN M-100.

EXISTING FUEL CONNECTION TO THE BUILDING TO REMAIN

AND BE REUSED AS MUCH AS POSSIBLE UNDER NEW FUEL

PIPING LAYOUT.

PROPOSED ELECTRICAL CONNECTION FROM

TRANSFORMER TO THE EXISTING BUILDING, SEE

ELECTRICAL PLAN E-401.

PROPOSED ELECTRICAL CONNECTION FROM NEW

GENERATOR TO EXISTING BUILDING, SEE ELECTRICAL

PLAN E-101.

PROPOSED ELECTRICAL CONNECTION (PVC CONDUIT

DIRECT BURIED) TO THE NEW FUEL TANK (AST) WITH A

NEW PULL BOX.

PROPOSED ELECTRICAL PULL BOX.

LEGEND

PROPOSED ABOVE GROUND VERTICAL

FUEL TANK

PROPOSED CONCRETE PAVEMENT

PROPOSED LAVA ROCK COVERING

PROPOSED ELECTRICAL PULL BOX

LIMIT OF DISTURBANCE

LIMIT OF EXCAVATION

PROPOSED ELECTRICAL LINE

PROPOSED GAS LINE

PROPOSED FUEL LINE

E

G

GENERAL NOTES

1. FOR ALL NEW UTILITY SIZES AND CONNECTIONS, REFER TO

ELECTRICAL, MECHANICAL, AND PLUMBING PLANS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING THE

PIPE SIZES AND THE ALIGNMENTS OF THE FUEL LINES TO THE

NEW ABOVE GROUND FUEL TANK FROM THE EXISTING

BUILDING B1286.

3. CONTRACTOR SHALL BE RESPONSIBLE TO SIZING THE

ELECTRICAL LINE AND THE PULL BOX SERVICING THE NEW

ABOVE GROUND FUEL TANK.

PB

PB

F

W

2R

C

B

40'-4"

INNER

R66.0000

D

D

13'-0"Ø INNER

C

C

C

C

24.0000

Ø156.0000

C,C

C,C

B

APPROX. 41'-4

" OAH

A,E,C

0°

60°

90°

120°

180°

240°

270°

300°

S

F

T

AL T

LF A

OB T

LF

HS LE L

TOTTOB NIOJM

A

OT M

'G D HE D

LIATED

PACA

4/3 "

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

F i l e

P a t h

P l o t

D a t e

2 4 6 8 10 12 14 16 18 20

P

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H

F

D

B

BLDG 1286

US Army Corps of Engineers n a a e c o m n e t c o m l f s A

M E

R A r l i n g t o n U

S A

R L

D

C S

P r o j e c t s B

D L

H i l l

A F

B

S t e a m

U p g r a d e

C

A D

G

I S

C

A D

S

H E

E T

S B

C

S I T

E

D

E T

A I L

S d w g

P

M

H I L L

A

F B

U

T

S A

C R

A M

E N

S

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I C

T

A E

C O

M

W

I L S

V

D

A R

L I N

G T

O N

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A

L

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E

P

E P

A J Z

F E

B R

U A

W D

Y F

W D

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B L D

G

S

T E

A

G

R A

D E

M E

F I N

N

S T

R U

C T

I O

N

C-500

S I T

E

D

E T

A I L

S

C OF BOLLARDL

CONC CAP

1"

CONCRETE

CLASS AA (AE)

1'-6"

CONCRETE FILLED SET HOLE

NOTES:

CONTRACTOR TO PROVIDE ISOLATION

JOINTS AT BOLLARDS

6" DIA SCHEDULE 40 GALVANIZED STEEL

PIPE BOLLARD CONC FILLED; PAINTED

YELLOW

FILL GAP BETWEEN SLEEVE AND POST

WITH SEALANT, 1" DEPTH

FINISH GRADE

8" DIA SCHEDULE 40 STEEL PIPE SLEEVE

WITH END PLATE 1/4"x1'x

#5 BAR 12" LONG THROUGH PIPE

TYPICAL BOLLARD

NTS

C-500

H14

DESIGN DATA

CAPACITY -

TANK MATERIAL -

CONSTRUCTION -

EXT. FINISH -

INT. FINISH -

TANK TEST -

LABEL -

40,000 GALLON

TYPE - VERTICAL DOUBLE WALL

NO. REQ. - 1

OPERATING PRESSURE - ATMOSPHERIC

LEGEND

D

E

C

B

A

NONE

LAP WELD OUTSIDE ONLY- INNER

MILD CARBON STEEL

& OUTER

UL 142

NOTES

1.

SEE PLAN VIEW FOR TRUE ORIENTATION AND LOCATION

OF FITTING

2. LIFTING LUGS FOR UNLOADING UNIT & STANDING UNIT

UPRIGHT TO BE PLACED AS NEEDED BY FABRICATION

SHOP

3.

A 3x3x

" STEEL GROUNDING LUG WITH A

"Ø HOLE IN

CENTER TO BE PLACED ON SHELL AT BOTTOM OF TANK

IN LINE WITH LIFTING LUGS

10" FFSO 150# FLANGE, SECONDARY EMERGENCY

VENT IN INTERSTICE EXTENSION BOX, MARK w/

SPECIAL WARNING LABEL

2" INTERSTICE MONITOR PIPE

4" FNPT FITTING

THICKNESS-

THICKNESS- INNER- SHELL: 1/4" BOTTOM: 1/4"

TOP- SHALLOW SLOPE SINGLE WALL

THICKNESS- OUTER- SHELL: 7 GA BOTTOM: 1/4"

SPECIFIC GRAVITY = 1.0

10" FFSO 150# FLANGE - PRIMARY EMERGENCY

VENT

24"Ø TIGHT BOLT MANWAY w/ 1/8" FIBREFLEX

GASKET MATERIAL.

INNER: 2 PSIG

OUTER: +2 PSIG OR 13"hg VACUUM

40,000 GALLON VERTICAL DOUBLE WALLED ABOVE GROUND STORAGE TANK DETAIL

NTS

C-500

F3

6"

4"

CONCRETE PAVEMENT

(5,000 PSI, MIN)

AGGREGATE BASE

CRUSHED STONE CR-6

CONCRETE SIDEWALK DETAIL

NTS

C-500

D14

(OVER ALL HEIGHT)

THE FINAL FINISH OF THE FUEL TANK

TO BE COORDINATED WITH HILL AFB

W

2R

B

A

1 2 3 4 5 6

14' - 3" 13' - 2" 13' - 2" 13' - 2" 14' - 3"

/4

/2

/4

CONTROL ROOM

MECHANICAL

ROOM

CHEMICAL

STORAGE ROOM

101A

RESTROOM

102A

C

L E

A R

V

IF

003 004

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

GENERAL NOTES

BLDG 1286

PLAN NORTH

/7

/2

:1

:1

A

M

AD101

F

IR

S T

F L O

O R

D E

M O

L

IT

IO

N

P L A

N

B L D

G

S T

E A

M P

L A

N T

U P

G R

A D

E

S A

C R

A M

E N

T O

D

IS

T R

IC

T

A E

C O

M W

IL

S

O N

B L V

D

A R

L

IN

G T

O N

V

A

L

D e s ig n e r

A u th o r

C h e c k e r

F E

B R

U A

R Y

W D

Y F

W D

Y D

F

IN

A L

R F

P

N O

T F

O R

C O

N S

T R

U C

T

IO

N

H

IL

L A

F B

U

T

1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

T N

KEYNOTES

1. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS, AND

SYMBOLS.

2. ALL OPENING DIMENSIONS SHALL BE VERIFIED IN FIELD

TO ENSURE NEW BOILERS ARE SELECTED BASED ON

REQUIRED CRITERIA AND PER THE MAXIMUM DIMENSIONS

OF THE NEW OPENINGS.

3. THE NEW BOILERS WILL NEED TO BE COORDINATED WITH

THE SELECTED MANUFACTURER TO ENSURE THE

DIMENSIONS OF THE NEW BOILERS WILL WORK WITH

MAXIMUM CLEAR OPENING DIMENSIONS.

4. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

5. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

001 DEMOLISH EXISTING OVERHEAD ROLL-UP DOOR

002 DEMOLISH EXISTING BOILERS AND ALL ASSOCIATED

EQUIPMENT INCLUDING STEEL PLATFORMS (REFER TO

MECHANICAL)

003 DEMOLISH EXISTING RAMP AS REQUIRED TO PROVIDE

CLEARANCE TO BRING IN AND MANUEVER NEW BOILER INTO

FINAL LOCATION

004 DEMOLISH EXISTING TRENCHES AS REQUIRED, TYP (REFER

TO MECHANICAL)

005 DEMOLISH EXISTING BOILER STACKS, TYP

006 DEMOLISH EXISTING CONCRETE BOILER SUPPORTS

W

2R

B

A

1 2 3 4 5 6

008007008

1. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

2. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

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R A

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N O

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L

IC

IT

A

T

IO

N N

O

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3 5 7 9 11 13 15 17 19

L

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E

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A

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R

IP

T

IO

N

P lo t D a te

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P

M

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H

F

D

B

GENERAL NOTES

BLDG 1286

PLAN NORTH

/7

/2

:1

:1

A

M

AD102

R O

O F

D E

M O

L

IT

IO

N

P L A

N

B L D

G

S T

E A

M P

L A

N T

U P

G R

A D

E

S A

C R

A M

E N

T O

D

IS

T R

IC

T

A E

C O

M W

IL

S

O N

B L V

D

A R

L

IN

G T

O N

V

A

L

D e s ig n e r

A u th o r

C h e c k e r

F E

B R

U A

R Y

W D

Y F

W D

Y D

F

IN

A L

R F

P

N O

T F

O R

C O

N S

T R

U C

T

IO

N

H

IL

L A

F B

U

T

1/8" = 1'-0"1

ROOF LEVEL DEMOLITION PLAN

T N

KEYNOTES

007 DEMOLISH EXISTING UNUSED ROOF MOUNTED BOILER

STACKS AND PATCH OPENING WITH NEW METAL ROOF

SYSTEM TO MATCH EXISTING ROOF SYSTEM

008 REMOVE EXISTING BOILER STACKS INCLUDING ASSOCIATED

ROOF FLASHING WHERE NEW BOILER STACKS WILL BE

INSTALLED, PREP OPENINGS TO RECIEVE NEW BOILER

STACK (COORDINATE FINAL LOCATION PER LAYOUT OF

MECHANICAL DRAWINGS)

W

2R

J

A

C P

A-201

A-201

A-201

A-201

D

C

B

A

1 2 3 4 5 6

14' - 3" 13' - 2" 13' - 2" 13' - 2" 14' - 3"

/4

/2

/4

25' - 0" 43' - 0"

13' - 10" 27' - 4" 26' - 10"

CONTROL ROOM

MECHANICAL

ROOM

CHEMICAL

STORAGE ROOM

101A

RESTROOM

102A

C

L E

A R

V

IF

B1 B2

68' - 0"

KEYNOTES

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

GENERAL NOTES

BLDG 1286

PLAN NORTH

/7

/2

:1

:1

A

M

A-101

F

IR

S T

F L O

O R

P L A

N

B L D

G

S T

E A

M P

L A

N T

U P

G R

A D

E

S A

C R

A M

E N

T O

D

IS

T R

IC

T

A E

C O

M W

IL

S

O N

B L V

D

A R

L

IN

G T

O N

V

A

L

R H

Z W

M E

C h e c k e r

F E

B R

U A

R Y

W D

Y F

W D

Y D

F

IN

A L

R F

P

N O

T F

O R

C O

N S

T R

U C

T

IO

N

H

IL

L A

F B

U

T

1/8" = 1'-0"1

FIRST FLOOR PLAN

T N

KEYNOTES

1. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS, AND

SYMBOLS.

2. ALL OPENING DIMENSIONS SHALL BE VERIFIED IN FIELD

TO ENSURE NEW BOILERS ARE SELECTED BASED ON

REQUIRED CRITERIA AND PER THE MAXIMUM DIMENSIONS

OF THE NEW OPENINGS.

3. THE NEW BOILERS WILL NEED TO BE COORDINATED WITH

THE SELECTED MANUFACTURER TO ENSURE THE

DIMENSIONS OF THE NEW BOILERS WILL WORK WITH

MAXIMUM CLEAR OPENING DIMENSIONS.

4. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

5. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

6. CLEAN AND PREPARE CONCRETE SLAB TO RECEIVE NEW

CONCRETE SEALANT.

7. ALL NEW EXTERIOR DOORS, LOUVERS, AND ASSOCIATED

TRIMS TO BE PAINTED TO MATCH DAKOTA BROWN

COLOR.

101 NEW TRENCHES AS REQUIRED FOR NEW BOILER

LOCATIONS, FINAL TRENCH LOCATIONS TO BE

COORDINATED AS CONTRACTOR FURTHER DEVELOPS THE

DESIGN (REFER TO MECHANICAL)

102 NEW BOILER (REFER TO MECHANICAL)

105 ONCE EXISTING TRENCHES HAVE BEEN REMOVED, NEW

TRENCHES BUILT, AND ANY ADDITIONAL STRUCTURAL

UPGRADES DONE AND CONCRETE SLAB HAS BEEN LEVELED

TO SLOPE TO DRAINS, CLEAN AND PREPARE CONCRETE

SLAB TO RECEIVE NEW CONCRETE SEALANT

106 ONCE NEW BOILERS ARE IN PLACE, REBUILD DEMOLISHED

RAMP TO MATCH PRE-EXISTING CONDITIONS

107 NEW 11'-9" (VIF) WIDE BY 14'-6" (VIF) ROLL-UP DOOR,

COORDINATE POWER WITH ELECTRICAL

W

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A-201

A-201

A-201

A-201

D

C

B

A

1 2 3 4 5 6

103 104104

1. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

2. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

1/8" = 1'-0"1

ROOF LEVEL PLAN

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

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GENERAL NOTES

BLDG 1286

PLAN NORTH

/7

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:1

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A

M

A-102

R O

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N

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IN

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KEYNOTES

103 INFILL EXISTING OPENING LEFT BY REMOVAL OF OLD

BOILER STACK WITH NEW METAL ROOF SYSTEM TO MATCH

EXISTING ROOF SYSTEM

104 NEW BOILER STACK TO USE EXISTING ROOF PENETRATION,

PREP PENETRATION AND PATCH WITH FLASHING TO TIE

INTO EXISTING METAL ROOF SYSTEM

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01_LEVEL_FF

0' - 0"

D C B A

C

L E

A R

V

IF

11' - 9" CLEAR VIF

ROOF_HP

30' - 0"

ROOF_LEVEL

22' - 6"

01_LEVEL_FF

0' - 0"

123456

ROOF_HP

30' - 0"

ROOF_LEVEL

22' - 6"

01_LEVEL_FF

0' - 0"

1 2 3 4 5 6

ROOF_HP

30' - 0"

ROOF_LEVEL

22' - 6"

01_LEVEL_FF

0' - 0"

DCBA

ROOF_HP

30' - 0"

ROOF_LEVEL

22' - 6"

1. ALL OPENING DIMENSIONS SHALL BE VERIFIED IN FIELD

TO ENSURE NEW BOILERS ARE SELECTED BASED ON

REQUIRED CRITERIA AND PER THE MAXIMUM DIMENSIONS

OF THE NEW OPENINGS.

2. THE NEW BOILERS WILL NEED TO BE COORDINATED WITH

THE SELECTED MANUFACTURER TO ENSURE THE

DIMENSIONS OF THE NEW BOILERS WILL WORK WITH

MAXIMUM CLEAR OPENING DIMENSIONS.

3. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

4. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

5. ALL NEW EXTERIOR DOORS, LOUVERS, AND ASSOCIATED

TRIMS TO BE PAINTED TO MATCH DAKOTA BROWN

COLOR.

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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F E

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IN

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GENERAL NOTES

BLDG 1286

/7

/2

:1

:1

A

M

A-201

B U

IL

D

IN

G

E L E

V A

T

IO

N S

B L D

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S T

E A

M P

L A

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A D

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C R

A M

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T O

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IS

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IL

S

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B L V

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A R

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IN

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C h e c k e r

F E

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F

IN

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P

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N

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L A

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U

T

1/8" = 1'-0"3

EAST ELEVATION

1/8" = 1'-0"1

NORTH ELEVATION

1/8" = 1'-0"2

SOUTH ELEVATION

1/8" = 1'-0"4

WEST ELEVATION

107 NEW 11'-9" (VIF) WIDE BY 14'-6" (VIF) ROLL-UP DOOR,

COORDINATE POWER WITH ELECTRICAL

KEYNOTES

W

2R

F

FACP

S P

WALL MOUNTED SPEAKER/STROBE

CD INDICATES CANDELA RATING

WALL MOUNTED STROBE

CD INDICATES CANDELA RATING

FIRE ALARM MANUAL PULL STATION

FIRE ALARM CONTROL PANEL

PHOTOELECTRIC SMOKE DETECTOR

CARBON MONOXIDE DETECTORCO

HEAT DETECTOR

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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B Y:

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B Y:

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BM

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KE

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SI

D

IS

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N

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O

SO

LI

C

IT

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IO

N N

O

N

3 5 7 9 11 13 15 17 19

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A

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BLDG 1286

2/ 8/

2:

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PM

FA001

FI

R

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1F

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2D Y1

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FP

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L

AF

B, U

T

1. THE FIRE ALARM DESIGN AND CALCULATIONS MUST BE PREPARED AND SUBMITTED FOR APPROVAL BY A REGISTERED PROFESSIONAL ENGINEER OR AN INDIVIDUAL QUALIFIED AT NICET LEVEL IV IN FIRE ALARMS. INSTALLATION SHALL BE PERFORMED BY A CERTIFIED FIRE ALARM CONTRACTOR OF NICET LEVEL IV WHO IS LICENSED AND EXPERIENCED IN THE DESIGN AND INSTALLATION OF FIRE ALARM

SYSTEMS (3 YEARS MINIMUM). FURNISH ACCEPTABLE EVIDENCE IF NECESSARY.

2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES (INCLUDING BUT NOT LIMITED TO THOSE

SHOWN BELOW), STANDARDS AND LOCAL ORDINANCES HAVING JURISDICTION.

3. CONTRACTOR IS EXPECTED, AS A REQUIREMENT OF THEIR QUALIFICATIONS, TO UTILIZE THEIR KNOWLEDGE AND EXPERIENCE TO INCLUDE ALL WORK THAT MAY BE REQUIRED, BUT IS NOT SPECIFICALLY EXPRESSED IN THE BID DOCUMENTS.

4. THE OMISSION OF ANY REQUIRED SYSTEM COMPONENT BY THE APPLICABLE CODES, STANDARDS AND LOCAL ORDINANCES HAVING JURISDICTION IN THESE BID DOCUMENTS DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PROVIDING A COMPLIANT FIRE

ALARM SYSTEM, UNLESS SPECIFIED OTHERWISE.

5. PROVIDE A UL LISTED FIRE STOP SYSTEM AROUND ALL OPENINGS, PENETRATIONS AND SLEEVES THROUGH FIRE RATED WALLS, FLOORS, PARTITIONS, CEILINGS, ETC. U.L. LABELED AND LISTED FIRE RATED MATERIALS, FIRE STOPS, ETC. SHALL BE USED.

6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER CONSISTENT WITH RECOGNIZED GOOD PRACTICE STANDARDS. ALL NEW SYSTEM COMPONENTS SHALL BE U.L. APPROVED AND LISTED.

7. PROVIDE ALL NECESSARY PARTS, TOOLS, ACCESSORIES AND LABOR TO INSTALL ANY NEW FIRE ALARM SYSTEM DEVICES.

8. ALL FIRE ALARM WIRING SHALL BE INSTALLED PER UFC 3-600-01 AND HILL AFB STANDARDS.

9. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF ALL EQUIPMENT.

10. CONTRACTOR SHALL TAP THE NEW SPEAKER TO PROVIDE THE MINIMUM AUDIBILITY AND INTELLIGIBILITY LEVELS REQUIRED PER NFPA 72.

11. CONTRACTOR SHALL PROVIDE TESTING OF THE FINAL INSTALLED FIRE ALARM SYSTEM IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AUTHORITY HAVING JURISDICTION, ENGINEER AND OWNER. CONTRACTOR SHALL PROVIDE ALL APPROVED EQUIPMENT

NECESSARY FOR TESTING.

12. CONTRACTOR SHALL PERFORM PRELIMINARY TESTING PER NFPA 72 PRIOR TO TESTING IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION, ENGINEER AND OWNER . PROVIDE REQUIRED TEST FORMS, AS INDICATED IN NFPA 25 AND NFPA 72.

13. ALL NEW NOTIFICATION APPLIANCE CIRCUITS AND ALL SIGNALING LINE CIRCUITS SHALL BE MINIMUM CLASS B. THE SYSTEM MUST BE DESIGNED AND INSTALLED WITH ISOLATION MODULES SO THAT A SINGLE WIRE TO WIRE SHORT IMPAIRMENT ON AN SIGNALING LINE

CIRCUIT DOES NOT AFFECT MORE THAN ONE HALF OF THE AREA OF THE FLOOR.

14. ALL FIRE ALARM CIRCUITS MUST BE INSTALLED IN ACCORDANCE WITH UFC AND HILL AFB STANDARDS.

15. CONTRACTOR SHALL PROVIDE ADDRESSABLE DUAL ACTION TYPE MANUAL PULL STATIONS WITH MECHANICAL RESET FEATURES. IF PULL STATION REQUIRES A KEY, IT MUST BE THE SAME KEY AS REQUIRED FOR THE FIRE ALARM CONTROL PANEL.

16. ALL FIRE ALARM PULL STATIONS ON MAIN LEVEL (LEVEL 1) SHALL BE PROVIDED WITH A PROTECTIVE COVERING.

17. PROVIDE REMOTE TEST SWITCH AND REMOTE LIGHT EMITTING DIODES (LED) FOR EACH DUCT SMOKE DETECTOR.

18. PROVIDE TRANSIENT VOLTAGE SURGE SUPPRESSION AT ALL LOCATIONS THAT FIRE ALARM WIRING ENTERS OR EXITS THE BUILDING.

19. ALL FIRE ALARM WIRING SHALL BE STRANDED WIRING WITHIN RIGID METAL CONDUIT AND INSTALLED IN ACCORDANCE WITH UFC AND HILL

AFB STANDARDS.

FIRE ALARM GENERAL NOTES FIRE ALARM LEGEND

W

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M M

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P

M

M

F M

FA

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P

M

M M

M M M

M M

M

M

D

C

B

A

1 2 3 4 5 6

CHEMICAL

STORAGE ROOM

101A

MECHANICAL

ROOM

CONTROL ROOM

RESTROOM

102A

CO

CO

75 WP

WP

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

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IN

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S

D R

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B Y:

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BLDG 1286

PLAN NORTH

2/ 8/

2:

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PM

FA101

FI

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A.

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N

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A.

K

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N

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M . L

AN

E

FE

BR

U

AR

Y

, 2

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2D Y2

1F

W

2D Y1

8D

FI

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FO

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L

AF

B, U

T

1/8" = 1'-0"1 FIRE ALARM PLAN

TN

W

2R

B

A

1 2 3 4 5 6

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

E D

B Y:

SU

BM

IT

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D B

Y:

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ZE

C H

EC

K

ED

B

Y:

AN

SI

D

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C O

N

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AC

T

N O

SO

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C

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GENERAL NOTES

BLDG 1286

PLAN NORTH

2/ 9/

:2

0:

P M

PD101

PL

U

M

BI

N G

D

EM

O

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TI

O

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LA

N

B

LD

G

-S

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LA

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TO

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AE

C

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IL

SO

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LV

D

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TO

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4L

M E

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TM

FE

BR

U A

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2D Y2

1F

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1/8" = 1'-0"1 FIRST FLOOR PLUMBING DEMOLITION PLAN

TN

KEYNOTES

1 REMOVE ALL ABOVE GROUND AND BELOW GROUND

DOMESTIC WATER, NATURAL GAS, SANITARY WASTE, VENT,

AND STORM WATER PIPING INCLUDING HANGERS WITHIN

THE BOILER PLANT

2 EXISTING PLUMBING FIXTURES IN THIS ROOM SHALL

REMAIN. PIPING ABOVE THE CEILINGS AND BELOW THE SLAB

SHALL ALSO REMAIN

3 REMOVE EXISTING 6" GAS PIPING BACK TO SHUT-OFF VALVE

4 REMOVE EXISTING DOMESTIC WATER HEATER AND ALL

ASSOCIATED ACCESSORIES

5 EXISTING BACKFLOW PREVENTERS TO REMAIN

6 REMOVE EXISTING EMERGENCY SHOWER / EYEWASH

ASSEMBLY

7 INCOMING 2 1/2" DOMESTIC WATER SERVICE TO REMAIN

8 PROVIDE GAS CONNECTION INCLUDING METER…