Attachment 2 Specifications Part 2 KRSM_BLDG260_HILL STEAMPLANT UPGRADE.pdf

US Army Corps of Engineers Huntsville District

CONSTRUCTION SPECIFICATIONS AND DESIGN CRITERIA

VOLUME 2 OF 2

BLDG 260 – STEAM PLANT UPGRADE

HILL AFB, UTAH

SOLICITATION NO. W9123822R0007

CONTRACT NO. W912DY18D0016

DATE: 18 MARCH 2022 - CORRECTED FINAL DB RFP

Steam Plant Upgrade – Hill AFB, Utah Bldg. 260

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 260 (2019)

APPENDIX G – UNDERGROUND STORAGE TANKS(USTs)SUBSURFACE REPORT-BLDG 260

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. 260

THIS PAGE LEFT INTENTIONALLY BLANK.

APPENDIX A

35% RFP DRAWINGS -BLDG 260

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

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

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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

BLDG 260

VICINITY MAP

LOCATION MAP

/7

/2

:0

:4

A

M

G-001

C O

V E

R S

H E

E T

A N

D S

H E

E T

I N

D E

X

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

SACRAMENTO DISTRICT

W912DY21F0241

W912DY18D0016

FEBRUARY 16, 2022

BLDG 260 - STEAM PLANT UPGRADE

HILL AFB, UT

FINAL RFP - NOT FOR CONSTRUCTION

BLDG 260

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 GENERAL NOTES

GI101 FIRST LEVEL LIFE SAFETY PLAN

GI102 SECOND LEVEL LIFE SAFETY PLAN

CIVIL

C-001 LEGEND, ABBREVIATION AND NOTES

C-100 EXISTING CONDITION 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 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

FIRE PROTECTION

FA001 FIRE ALARM LEGEND

FA100 FIRE ALARM DEMOLITION PLAN

FA101 FIRST LEVEL FIRE ALARM PLAN

FA102 SECOND LEVEL 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 ELECTRICAL AREA

E-601 ONE-LINE DIAGRAMS - EXISTING

E-602 ONE-LINE DIAGRAMS - DEMOLITION

E-603 ONE-LINE DIAGRAMS - NEW WORK

SHEET COUNT: 31

W9123822R0007

W

R

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

GENERAL NOTES

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

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.

8. A BID OPTION IS INCLUDED IN THIS RFP FOR BUILDING 260, IT INCLUDES A TOTAL NEW BUILT UP

ROOF REPLACEMENT THAT MEETS BASE FACILITY DESIGN STANDARDS, UFC 3-110-03 AND UFC

3-330-02A. THIS ROOF REPLACEMENT INCLUDES BUT NOT LIMITED TO REMOVING THE EXISTING BUILT UP ROOF SYSTEM INCLUDING, INSULATION, SUBSTRATE, PARAPET FLASHING, EQUIPMENT

CURBS AND FLASHING DOWN TO THE EXPOSED CONCRETE / ROOF DECK AND PREPARE FOR NEW

BUILT UP INSULATED ROOFING SYSTEM INCLUDING ALL ROOFING ACCESSORIES, PARAPET

FLASHING AND COPING, NEW EQUIPMENT CURBS AND FLASHING, NEW PREMANUFACTURED

MEMBRANE BOOTS FOR PIPING, NEW DRAIN BODIES AND INCORPORATE ROOF ANCHOR POINTS

FOR HORIZONTAL LIFELINE FOR ENTIRE ROOF COVERAGE. FALL PROTECTION SYSTEMS SHALL

COMPLY WITH APPLICABLE AFI, OSHA, AND ANSI RULES AND REGULATIONS. APPLICABLE

STANDARDS INCLUDE, BUT ARE NOT LIMITED TO; AFI 91-203, OSHA 29 CFR 1910, ANSI Z359.1-2007

AND ANSI Z359.2-2007.

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

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

BLDG 260

/1

/2

:3

:3

P

M

G-002

G E

N E

R A

L N

O T

E S

A

B B

R E

V

IA

T

IO

N S

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

W

R

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

OCCUPANT LOAD

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

GENERATOR AND

ELECTRICAL ROOM

BOILER ROOM

BUSINESS AREAS

INDUSTRIAL

INDUSTRIAL

BUSINESS

TOTAL OCCUPANTS: 112 OCCUPANTS

PUMP ROOM INDUSTRIAL 100 608 7

EGRESS CAPACITY

EXIT WIDTH

(INCHES)

CAPACITY FACTOR

(WIDTH/PERSON)

EGRESS CAPACITY

(PERSONS)

DOOR 1

DOOR 2

0.2

0.2

EGRESS CAPACITY: 1470 PERSONS

DOOR 8 72 0.2 360

DOOR 14

DOOR 15

0.2

0.2

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

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

A C

T N

O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

BLDG 260

2/ 8/

2:

:1

PM

GI001

LI

FE

S

AF

ET

Y

LE

G

EN

D

A N

D G

EN

ER

AL

N

O

TE

S

BL

D

G

ST

E

AM

P

LA

N

T U

PG

R

AD

E

SA

C

R A

M

EN

TO

D

IS

TR

IC

T

AE

C

O M

W

IL

SO

N

B

LV

D

AR

LI

N G

TO

N

, V A

4L

A.

K

U

SH

N

ER

A.

K

U

SH

N

ER

M . L

AN

E

FE

BR

U

AR

Y

, 2

W

2D Y2

1F

W

2D Y1

8D

FI

N

AL

R

FP

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

H

IL

L

AF

B, U

T

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 - 01-01-20

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

4.1. INDUSTRIAL:

100 SQ. FT PER OCCUPANT (TABLE 7.3.1.2)

TOTAL: 119 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 LEGEND

6. TRAVEL DISTANCE

6.1. MAXIMUM TRAVEL DISTANCE

6.1.1. INDUSTRIAL OCCUPANCY: 200 FT (TABLE 40.2.6.1)

ACTUAL: 173 FT 2 IN

6.2. MAXIMUM COMMON PATH OF TRAVEL

6.2.1. INDUSTRIAL OCCUPANCY: 50 FEET (TABLE 40.2.5.1)

ACTUAL: 36 FT 9 IN

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: 24 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 - 11,860 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

R

1 2 3 4 5 6 7 8 10 11

I

H

G

FG

F

D

C

B

A

GENERATOR AND

ELECTRICAL

ROOM

101A

INSTRUMENT

REPAIR ROOM

BOILER ROOM

OFFICE/

CONTROL ROOM

PUMP ROOM

101B

JANITORS

MEN'S

RESTROOM

WOMEN'S

RESTROOM

ACTUAL TD: 59 FT 6 IN

ALLOWABLE TD: 200 FT

ACTUAL CPT: 36 FT 9 IN

ALLOWABLE CPT: 50 FT

ACTUAL TD: 173 FT 2 IN

ALLOWABLE TD: 200 FT

ACTUAL TD: 117 FT 7 IN

ALLOWABLE TD: 200 FT

15 14

ACTUAL TD: 83 FT 3 IN

ALLOWABLE TD: 200 FT

OCCUPANT LOAD

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

GENERATOR AND

ELECTRICAL ROOM

BOILER ROOM

BUSINESS AREAS

INDUSTRIAL

INDUSTRIAL

BUSINESS

TOTAL OCCUPANTS: 112 OCCUPANTS

PUMP ROOM INDUSTRIAL 100 608 7

EGRESS CAPACITY

EXIT WIDTH

(INCHES)

CAPACITY FACTOR

(WIDTH/PERSON)

EGRESS CAPACITY

(PERSONS)

DOOR 1

DOOR 2

0.2

0.2

EGRESS CAPACITY: 1470 PERSONS

DOOR 8 72 0.2 360

DOOR 14

DOOR 15

0.2

0.2

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

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

A C

T N

O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

BLDG 260

PLAN NORTH

2/ 8/

2:

:2

PM

GI101

FI

R

ST

L

EV

EL

L

IF

E

SA

FE

TY

P

LA

N

BL

D

G

ST

E

AM

P

LA

N

T U

PG

R

AD

E

SA

C

R A

M

EN

TO

D

IS

TR

IC

T

AE

C

O M

W

IL

SO

N

B

LV

D

AR

LI

N G

TO

N

, V A

4L

A.

K

U

SH

N

ER

A.

K

U

SH

N

ER

M . L

AN

E

FE

BR

U

AR

Y

, 2

W

2D Y2

1F

W

2D Y1

8D

FI

N

AL

R

FP

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

H

IL

L

AF

B, U

T

1/8" = 1'-0"1 FIRST LEVEL LIFE SAFETY PLAN

TN

ENGINE LANE

S. GATE AVENUE

W

R

H

G

FG

F

D

C

B

A

ACTUAL TD: 83 FT 3 IN

ALLOWABLE TD: 200 FT

ACTUAL CPT: 50 FT

ALLOWABLE CPT: 50 FT

MEZZANINE

OPEN TO BELOW OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

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

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

A C

T N

O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Pl ot

D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

BLDG 260

PLAN NORTH

2/ 8/

2:

:2

PM

GI102

SE

C

O N

D L

EV

E

L

LI

FE

S

AF

ET

Y

PL

AN

BL

D

G

ST

E

AM

P

LA

N

T U

PG

R

AD

E

SA

C

R A

M

EN

TO

D

IS

TR

IC

T

AE

C

O M

W

IL

SO

N

B

LV

D

AR

LI

N G

TO

N

, V A

4L

A.

K

U

SH

N

ER

A.

K

U

SH

N

ER

M . L

AN

E

FE

BR

U

AR

Y

, 2

W

2D Y2

1F

W

2D Y1

8D

FI

N

AL

R

FP

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

H

IL

L

AF

B, U

T

1/8" = 1'-0"1 SECOND LEVEL LIFE SAFETY PLAN TN

ENGINE LANE

S. GATE AVENUE

W

R

SHEET ID

U S

A

R M

Y

C

O R

P S

O

F

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

C T

N

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

K

H

F

D

B

BLDG 260

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

L E

G E

N D

A

B B

R E

V I A

T I O

N

A

D

T

E S d w g

A

M

H I L L

A

F B

U

T

S A

C R

A M

E N

S

T R

I C

T

A E

C O

M

W

I L S

B

V

D

A R

L I N

G T

O N

V

A

L

N K

N K

A J Z

F E

B R

U A

R Y

W D

Y F

W D

Y D

B L D

G

S

T E

A M

A

G

R A

D E

M E

F I N

N

S T

R U

C T

I O

N

ATFP ANTI -TERRORISM FORCE PROTECTION

CLF

CMP

CPP

DIP

DHCW

ENG.

EX.

FFE

FOS

HVAC

INV.

LBS

LOD

O-X

PIV

PVC

RCP

SPT

SSF

STL

STMH

TRAV

TYP.

BLDG.

BM

C

CB

CC

CONC.

CW

ELE.

FC

FF

FG

GP

GR

HERCP

HW

INV. EL

JB

LF

MH-XXX

N.P.T.

PROP.

REC. CTR.

SSMH

SB

SCADA

SF

TC

T-COMM

TYPICAL

TRAVERSE CONTROL POINT

TELECOMMUNICATIONS LINE

TERRA COTTA

STEAM MANHOLE

STEEL

SUPER SILT FENCE

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

ELEVATION

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

CI CAST IRON

CLEAN OUTC/O

CS FUEL CONTAINMENT SUMP

EX. CV EXISTING CULVERT

STA. STATION

ASTM

MONUMENT (BENCHMARK)

DOMESTIC HOT AND COLD WATER PIPE

SWGR

HGL HYDRAULIC GRADE LINE

HDPE

FPS

CASED WITHC/W

HIGH DENSITY POLYETHYLENE PIPE

FEET PER SECOND

SWITCHGEAR

DO OUTLET PIPE DIAMETER

W

SWM

BMP BEST MANAGEMENT PRACTICE

LEN

MH

FEMA

SUB CONTROL POINT

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

CC&G CONCRETE CURB & GUTTER

ELEC ELECTRICAL

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 , AND GRADING

STRUCTURE NUMBERS

SMH

KEY NOTE NUMBER FOR UTILITY PLANS

LEGEND

C-001

L E

G E

N D

A

B B

R E

V I A

T I O

N

A

T

E S

DEMOLITION OF FUEL TANK

DEMOLITION OF CONCRETE PAVEMENT

DEMOLITION OF ASPHALT PAVEMENT

DEMOLITION OF STORM DRAIN PIPES

DEMOLITION OF SANITARY SEWER PIPES

APPROXIMATE LIMITS FOR EXCAVATION

DEMOLITION OF FUEL PIPES

SD

SAN

W

COMM

SAN

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING COMMUNICATION LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING INDUSTRIAL WASTE MANHOLE

EXISTING CATCH BASIN

SD

SURVEY NOTES

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 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).

F

PROPOSED ABOVE GROUND FUEL TANK

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED SANITARY SEWER MANHOLE

APPROXIMATE LIMIT OF DISTURBANCE

APPROXIMATE LIMIT OF WORK

PROPOSED GRADES

APPROXIMATE PROPOSED GRADE SPOT

SHOTS

PROPOSED BOLLARDS

82.10

BO

PROPOSED FUEL LINES

PROPOSED UNDERGROUND ELECTRIC CONDUIT

PROPOSED SEWER PIPES

PROPOSED STORM DRAIN MANHOLE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SEWER CLEAN OUTS

PROPOSED OIL WATER SEPARATOR

PROPOSED BLOW OFF TANK

PROPOSED ELECTRICAL PULL BOX

S/Co

OWS-1

BFT-1

PB

W

R

N

S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN

S

A

N

S A

N

S

D

S

D

S D

S D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

WW

W

W W

WW

W

W W

WW

W

W W

W

WWWWWWWWWWWW

W

W

EEEEEEEEEE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W W W W W W W W W W W W W W W W

W W

W

E

E

E

E W

W

W

S A

N

W W

S D

S D

S D

C

O

M

M

C

O

M

M

C

O

M

M

W

W

W

W

E

W

SD

SHEET ID

U S

A

R 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

M

K

H

F

D

B

BLDG 260

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

E X

I S

T I N

G

C

O N

D I T

I O

N

A

M

O L

I T

I O

N

P

L A

N d w g

A

M

H I L L

A

F B

U

T

S A

C R

A M

E N

S

T R

I C

T

A E

C O

M

W

I L S

V

D

A R

L I N

G T

O N

V

A

L

N K

N K

A J Z

F E

B R

U A

W D

Y F

W D

Y D

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-100

E X

I S

T I N

G

C

O N

D I T

I O

N

A

M

O L

I T

I O

N

P

L A

N

EXISTING STORM/ SEWER STRUCTURE TABLE

NAME TYPE

ELEVATIONS (FT)

SDCB-6 STORM DRAIN

CATCH BASIN

RIM = 4780.20'

INV OUT (8" CONC) =

4775.24' (E)

SDBC-7 STORM DRAIN

CATCH BASIN

RIM= 4780.17'

INV IN (8"CONC)=

4775.76'(W)

INV OUT (8" CONC)=

4775.73'(E)

SSMH-1 SEWER

INDUSTRIAL

MANHOLE

RIM = 4780.70'

INV OUT (10" IND) =

4774.86' (S)

SSMH-4 SEWER

MANHOLE

RIM = 4781.50'

INV IN = 4773.62' (W)

SSMH-3 SEWER

MANHOLE

RIM = 4782.25'

INV IN = 4775.49' (E)

INV OUT = 4775.47' (W)

SSMH-5 SEWER

MANHOLE

RIM = 4781.43'

INV IN = 4775.69' (S)

INV IN = 4775.88' (SE)

INV OUT = 4775.64' (N)

SDMH-12 STORM DRAIN

MANHOLE

RIM = 4781.85'

INV IN = 4773.89' (NW)

SDCB-I4 STORM DRAIN

CATCH BASIN

RIM = 4782.63'

INV OUT = 4777.87' (NW)

SDMH -I 1 STORM DRAIN

MANHOLE

RIM = 4782.98'

INV IN = 4775.75' (NW)

INV IN = 4777.43' (SE)

INV IN = 4775.60' (W)

INV OUT = 4775.58' (NE)

SDMH- I 7 STORM DRAIN

MANHOLE

RIM = 4782.76'

INV OUT = 4776.14'(E)

SDMH -I 0 STORM DRAIN

MANHOLE

RIM = 4782.44'

INV IN = 4776.14' (NE)

INV OUT = 4775.54' (S)

SDCB-I 3 STORM DRAIN

CATCH BASIN

RIM = 4781.96'

INV IN= 4780.08' (NE)

INV OUT = 4779.17' (SW)

SSMH-8 SEWER

MANHOLE

RIM = 4781.78'

INV IN = 4779.64' (E)

INV IN = 4777.62' (S)

INV IN = 4777.50' (S)

(STEAM)

INV OUT = 4777.46' (N)

SSMH-15 SEWER

MANHOLE

RIM = 4781.28'

INV = 4776.78' (N)

1A

1B

1B

Scale: 1:20

EXISTING CONDITIONS AND DEMOLITION PLAN

B8

N

GRAPHIC SCALE

DEMOLITION KEY NOTES

1A

EXISTING UNDERGROUND FUEL TANKS TO BE DEMOLISHED

AND REMOVED ALONG WITH ALL TANKS FITTINGS AND

ANCHORS.

EXISTING UNDERGROUND ABANDONED FUEL TANK TO BE

DEMOLISHED AND REMOVED WITH ALL REMAINING TANK

FITTINGS AND ANCHORS.

EXISTING ABOVE GROUND FEATURES FOR UNDERGROUND

TANK TO BE DEMOLISHED.

EXISTING UTILITY TRENCH FOR FUEL LINES WITH CONCRETE

SLABS TO BE DEMOLISHED ALONG WITH FUEL LINE 5 FOOT OFF

THE EXISTING BUILDING.

EXISTING UNDERGROUND SEDIMENTATION TANK TO BE

DEMOLISHED AND REMOVED.ALONG WITH ALL FITTINGS.

EXISTING ABOVE GROUND BLOW OFF TANK STRUCTURE TO BE

DEMOLISHED AND REMOVED.

EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED.

EXISTING STORM DRAIN PIPES, INLET AND MANHOLE TO

REMAIN AND BE PROTECTED THROUGHOUT THE

CONSTRUCTION

EXISTING SANITARY SEWER LINE TO BE DEMOLISHED.

EXISTING STORM DRAIN (ROOF DRAINS) FROM THE BUILDING

TO REMAIN AND FUNCTIONAL DURING CONSTRUCTION.

1B

LEGEND

DEMOLITION OF FUEL TANK

DEMOLITION OF CONCRETE PAVEMENT

DEMOLITION OF ASPHALT PAVEMENT

DEMOLITION OF STORM DRAIN PIPES

DEMOLITION OF SANITARY SEWER PIPES

DEMOLITION EXISTING FUEL LINES

APPROXIMATE LIMITS FOR EXCAVATION

APPROXIMATE LIMIT OF DISTURBANCE

APPROXIMATE LIMIT OF WORK (CONTRACTOR

STAGING AREA)

SD

SAN

W

COMM

SAN

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING COMMUNICATION LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING INDUSTRIAL WASTE MANHOLE

EXISTING CATCH BASIN

SD

APPROXIMATE AREA BEING DESIGNATED FOR

CONTRACTOR TRAILERS STAGING AND STORAGE.

EXISTING ELECTRICAL LINE TO

REMAIN FUNCTIONAL AND TO BE PROTECTED

THROUGHOUT THE CONSTRUCTION

EXISTING STEAM LINES WITH TRENCH TO

REMAIN FUNCTIONAL AND TO BE PROTECTED

THROUGHOUT THE CONSTRUCTION

1. THE LIMIT OF DISTURBANCE (LOD) AND THE LIMIT OF WORK

(LOW) DELINEATED ON PLANS ARE APPROXIMATE.

CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE

FINAL LOD AND LOW LIMITS AFTER PERFORMING A DETAILED

SITE SURVEY.

2. ANY DAMAGE TO SITE FEATURES IDENTIFIED TO REMAIN AND

BE FUNCTIONAL DURING THE CONSTRUCTION OF THE

PROJECT TO BE REPAIRED BY THE CONTRACTOR AT NO COST

TO THE OWNER (GOVERNMENT) OR THE HILL AFB.

GENERAL NOTES

W

R

N

S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN

S

A

N

S A

N

S

D

S

D

S D

S D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

WW

W

W W

WW

W

W

WW

W W

W W

W

WWWWWWWWWWWW

W

W

EEEEEEEEEE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W W W W W W W W W W W W W W W W

W W

W

E

E

E

E W

W

W

S A

N

W W

S D

S D

S D

C

O

M

M

C

O

M

M

C

O

M

M

W

W

W

W

E

W

SD

SHEET ID

U S

A

R 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

M

K

H

F

D

B

BLDG 260

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

A

M

H I L L

A

F B

U

T

S A

C R

A M

E N

S

T R

I C

T

A E

C O

M

W

I L S

V

D

A R

L I N

G T

O N

V

A

L

N K

N K

A J Z

F E

B R

U A

W D

Y F

W D

Y D

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

Scale: 1:20

SITE AND GRADING PLAN

B8

N

GRAPHIC SCALE

57'-6"

44'-0"

22'-0"

57'-6"

17'-0"

20'-9"

47'-6"

12'-0"

TANK 1 40,000 GALLON

T A

K

G

L

L O

N

T A

K

L

L O

N

34'-0"

GENERAL NOTES

PROPOSED ABOVE GROUND FUEL TANKS DOUBLE WALL

LINED (40,000 GALLON). SEE TYPICAL DETAIL H2 ON

SHEET C-500.

PROPOSED CONCRETE PAD FOR ABOVE GROUND

STORAGE TANKS.

PROPOSED UTILITY TRENCH FOR FUEL LINE WITH

CONCRETE SLABS. SEE TYPICAL DETAIL B2 ON SHEET

C-500.

PROPOSED BOLLARDS. SEE DETAIL H14 ON SHEET C-500.

PROPOSED CONCRETE PAVEMENT OVER EXISTING

STEAM LINE TO BE RECONSTRUCTED TO MATCH THE

EXISTING GRADES.

PROPOSED ASPHALT PAVEMENT TO MATCH THE

EXISTING PAVEMENT SECTION.

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SEWER CLEANOUTS

PROPOSED UNDERGROUND OIL/WATER SEPARATOR

WITH H-20 TRAFFIC LOADING FRAME AND COVER.

PROPOSED UNDERGROUND BLOW OFF TANK.

CS100

S I T

E

P

L A

N

LEGEND

PROPOSED ABOVE GROUND FUEL TANK

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED SANITARY SEWER MANHOLE

APPROXIMATE LIMITS OF EXCAVATION

APPROXIMATE LIMIT OF DISTURBANCE

APPROXIMATE LIMIT OF WORK

PROPOSED GRADE

APPROXIMATE PROPOSED GRADE SPOT

SHOTS

PROPOSED BOLLARDS

TOTAL FUEL REQUIRED FOR (1) 750KW EXISTING GENERATOR TO REMAIN AND 5 NEW BOILERS = 116,051

GALLONS. PROPOSING (3) 40,000 GALLON DOUBLE WALLED HORIZONTAL TANKS = 120,000 GALLONS.

SITE PLAN NOTES

BO

BO

BO

BO (TYP).

BO

TYP.

1A

1 1

1B

1A

1A

1B

82.10

82.10

82.10

82.10

82.10

BO

82.20

82.25

82.20

82.25

82.20

82.20

82.20

1. CONTRACTOR SHALL CONFIRM THE FINAL FUEL QUANTITY

REQUIREMENTS BASED ON EQUIPMENTS (BOILERS)

PURCHASED.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL

ALIGNMENTS AND SIZES OF THE NEW ABOVE GROUND FUEL

STORAGE TANKS.

3. ALL NEW CONCRETE PAVEMENTS ON THE PROJECT SHALL BE

DESIGNED BY THE CONTRACTOR. THE CURRENT SITE PLAN

SHOWS THE EXTENT OF CONCRETE PAVEMENT FOR

REFERENCE PURPOSES ONLY.

4. THE SIZE AND SHAPE OF THE NEW UNDERGROUND

OIL/WATER SEPARATOR (OWS) AND THE NEW UNDER GROUND

BLOW OFF TANK (BFT) AS SHOWN ON PLANS IS FOR

REFERENCE PURPOSES ONLY. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE FINAL DESIGN.

APPROXIMATE AREA BEING DESIGNATED FOR

CONTRACTOR TRAILERS STAGING AND STORAGE.

W

R

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN SAN SAN

S A

N

S

A

N

S A

N

S

D

S

D

S

D

S

D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

WWW

WWW

WWW

WW

WWW

WWW

WWW

W

WWWWWWWWWWWWWWWW

W

W W

EEEEEEEEEEEEE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W W W W W W W W W W W W W W W W W W W W W

W W

W W

E

E

E

E

E

E

W

W

W

W

S A

N

S A

N

W W

W

S

D

S D

S D

S D

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

W

W

W

W

W

E

E

W

SD

SD

LOD LOD LOD LOD

L O

D L

O D

L O

D L

O D

L O

D

LODLODLODLODLODLOD

LODLODLODLODLOD

L

O

D

L

O

D

L

O

D

LOD

L O

D L

O D

LOD LOD LOD

LOD

L O

D

LOD

LOD

L O

D L

O D

LOD

L O

D

L O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

LOD

LOD

L O

D

LOD

L O

W L O

W

LOW LOW LOW LOW LOW LOW LOW LOW LOW

L O

W L O

W

SHEET ID

U S

A

R 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

M

K

H

F

D

B

BLDG 260

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

N d w g

A

M

H I L L

A

F B

U

T

S A

C R

A M

E N

S

T R

I C

T

A E

C O

M

W

I L S

V

D

A R

L I N

G T

O N

V

A

L

N K

N K

A J Z

F E

B R

U A

W D

Y F

W D

Y D

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

Scale: 1:20

UTILITY PLAN

B8

N

00 20' 40'

GRAPHIC SCALE

BUILDING 260

BUILDING 257

UTILITY PLAN NOTES

PROPOSED UNDERGROUND OIL/WATER SEPARATOR.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGNING

THE SIZE AND SHAPE OF THE STRUCTURE.

PROPOSED SANITARY SEWER MANHOLES. CONTRACTOR

SHALL BE RESPONSIBLE FOR DESIGNING THE SIZE OF THE

MANHOLE.

PROPOSED SEWER CLEANOUTS. CONTRACTOR SHALL BE

RESPONSIBLE FOR DESIGNING THE SIZE AND THE NUMBER

OF CLEANOUTS REQUIRED.

APPROXIMATE ALIGNMENT OF THE NEW DIESEL FUEL

SUPPLY PIPE FROM AST'S TO THE BUILDING. CONTRACTOR

SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND THE

ALIGNMENT OF THE NEW DIESEL FUEL LINES. SEE

MECHANICAL PLANS FOR SIZING OF THE FUEL LINES INSIDE

THE BUILDING B260 .

RELOCATE THE INCOMING 6-INCH GAS LINE .EXISTING 6"

GAS PIPING TO BE REMOVED BACK TO BELOW GROUND

LEVEL AND TEMPORARILY CAPPED.PROVIDE GAS

CONNECTION TO TO TEMPORARY /RENTAL BOILERS.

SEE PLUMBING DRAWING PD101.

PROPOSED UNDERGROUND BLOW OFF TANK. CONTRACTOR

SHALL BE RESPONSIBLE FOR DESIGNING THE SIZE AND THE

SHAPE OF THE BLOW OFF TANK.

PROPOSED ELECTRICAL CONNECTION (PVC CONDUIT) TO

THE NEW FUEL TANKS (AST'S) WITH A NEW PULL BOX.

PROPOSED ELECTRICAL PULL BOX.

LEGEND

PROPOSED FUEL LINES

PROPOSED UNDERGROUND ELECTRIC CONDUIT

PROPOSED SEWER PIPES

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SEWER CLEAN OUTS

PROPOSED OIL WATER SEPARATOR

PROPOSED BLOW OFF TANK

PROPOSED ELECTRICAL PULL BOX

FUEL TANK ABOVE GROUND

F U

E L

T

A N

K

A

B O

V

O

U N

D

F U

E L

T

A N

K

A

B O

V

O

U N

D

S/Co

S/Co

SSMH

SSMH

S/Co

S/Co

O W

S

SSMH

SS

S/Co

CU100

U T

I L

I T

Y

P

L A

N

APPROXIMATE AREA BEING DESIGNATED FOR

CONTRACTOR TRAILERS STAGING AND STORAGE.

6 IN

C

H

I

N

C

H

PRIVATE

PRIVATE

1. THE LIMIT OF DISTURBANCE (LOD) AND THE LIMIT OF WORK

(LOW) DELINEATED ON PLANS ARE APPROXIMATE.

CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE

FINAL LOD AND LOW LIMITS AFTER PERFORMING A DETAILED

SITE SURVEY.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING THE

PIPE SIZES AND THE ALIGNMENTS OF THE FUEL LINE TO THE

NEW ABOVE GROUND FUEL TANKS FROM THE EXISTING

BUILDING B260.

3. FOR ALL NEW UTILITY SIZES AND CONNECTION UPGRADED

UNDER THIS PROJECT, REFER TO MECHANICAL AND PLUMBING

PLANS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING THE

SHAPE AND THE SIZE OF THE NEW UNDERGROUND OIL WATER

SEPARATOR.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING THE

SHAPE AND THE SIZE OF THE NEW UNDERGROUND BLOW OFF

TANK.

GENERAL NOTES

OWS-1

BFT-1

PB

PB

PB

PB

SSMH

B F

T

W

R

47'-6" INNER

D

C

C

18"

18"

18"

C

CC

C

L

13"

C

18"

Ø12'-0"

INNER

AF B

210"

21"

6"

21"

204"

SHEET ID

U S

A

R 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

M

K

H

F

D

B

BLDG 260

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

A

M

H I L L

A

F B

U

T

S A

C R

A M

E N

S

T R

I C

T

A E

C O

M

W

I L S

V

D

A R

L I N

G T

O N

V

A

L

N K

N K

A J Z

F E

B R

U A

W D

Y F

W D

Y D

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

LEGEND

DESIGN DATA

F

D

E

C

B

CAPACITY -

TANK MATERIAL -

CONSTRUCTION -

THICKNESS -

THICKNESS -

EXT. FINISH -

INT. FINISH -

TANK TEST -

LABEL -

A

OUTER- HEADS: SHELL:

INNER- HEADS: SHELL:

40,000 GALLONS

TYPE - DOUBLE WALL - TYPE I

NO. REQ. - -

OPERATING PRESSURE - ATMOSPHERIC

OUTER - LAP WELD OUTSIDE ONLY

UL 142

INNER - 5 PSIG

NONE

INNER - LAP WELD OUTSIDE ONLY

MILD CARBON STEEL

THE FINAL FINISH OF THE FUEL TANKS

3/8"

1/4"

3/8"

1/4"

4" FITTING

2" INTERNAL INTERSTITIAL MONITOR PIPE

10" RFSO 150# FLANGE THROUGH OUTER SHELL ONLY- MARK

WITH SPECIAL WARNING LABEL - INTERSTITIAL EMERGENCY

VENT USE ONLY

SPECIFIC GRAVITY = 1.0

10" FFSO 150# FLANGE - PRIMARY EMERGENCY

VENT

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

GASKET MATERIAL.

3" x 3" PLATE W/ 1/2"Ø (MIN.) HOLE ON ℄

(GROUNDING LUG - ONE REQ'D)

OUTER - +3 PSIG OR 13"hg VACUUM

H2

C-500

40,000 GALLLON HORIZONTAL DOUBLE WALLED ABOVE GROUND STORAGE TANK DETAIL

NTS

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

H14

C-500

TYPICAL BOLLARD

NTS

TO BE COORDINATED WITH HILL AFB

#4 @12" O.C. E.W.

6"

M

I N

6"

3'-0"

4"

6"6"

4"

BITUMINOUS PAVING

TO MATCH THE

EXISTING

NOTE:

TRENCH SLOPE TO DRAIN AND

CONNECT TO THE NEAREST

EXISTING STORM DRAIN SYSTEM.

4'-0" x 2'-0" REMOVABLE

PRECAST CONCRETE SLABS.

#4 @12" O.C. TRANSV

#3 @ 12" O.C. LONGIT.

B2

C-500

TYPICAL SECTION OF PIPE TRENCH

NTS

W

R

UP

UP

1 2 3 4 5 6 8 9 10 11

H

G

F

C

A

3.7 5.1

B

10.1

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITORS

INSTRUMENT

REPAIR ROOM

GENERATOR AND

ELECTRICAL

ROOM

101A

BOILER ROOM

OFFICE/

CONTROL ROOM

PUMP ROOM

101B

CLOSET

106A

D

/2

C

L E

A R

12' - 0" CLEAR

005 005

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 260

PLAN NORTH

/7

/2

:0

:4

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

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 DEMOLITION PLAN T

N

001 DEMOLISH DOOR(S), FRAMES, AND HARDWARE

002 DEMOLISH EXISTING TRANSOM WINDOW ABOVE DOOR

003 DEMOLISH CMU WALL AS NOTED TO ACCOMODATE NEW

OPENING

004 DEMOLISH CONCRETE FOUNDATION WALL AS NOTED TO

ACCOMODATE NEW OPENING

005 DEMOLISH EXISTING BOILERS AND ALL ASSOCIATED

EQUIPMENT INCLUDING STEEL PLATFORMS, TYP (REFER TO

MECHANICAL)

006 DEMOLISH EXISTING CONCRETE BOILER SUPPORTS, TYP

007 DEMOLISH EXISTING TRENCHES AS REQUIRED, TYP (REFER

TO MECHANICAL)

008 DEMOLISH EXISTING BOILER STACKS, TYP

012 DEMOLISH CONCRETE WALL AS NOTED TO ACCOMMODATE

NEW OPENING

013 DEMOLISH EXISTING WINDOW ABOVE CONCRETE

FOUNDATION WALL AS NOTED TO ACCOMODATE NEW 12'-0"

CLEAR OPENING + STRUCTURAL FRAMING DIMENSION

KEYNOTES

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

SYMBOLS.

2. NEW OPENING SHALL BE A MINIMUM OF 12' - 0" WIDE

CLEAR.

3. NEW OPENING SHALL BE A MINIMUM OF 16' - 0" IN HEIGHT

CLEAR OR TO UNDERSIDE OF EXISTING TRANSOM

LOUVER OR WINDOW.

4. 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.

5. 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.

6. NEW OPENINGS MAY NEED TO BE LARGER THAN MINIMUM

"CLEAR" DIMENSIONS TO ACCOMMODATE ANY REQUIRED

STRUCTURAL FRAMING AND REINFORCEMENTS THAT

NEED TO BE PROVIDED FOR THESE NEW OPENINGS,

"CLEAR" DIMENSIONS OF 12' - 0" X 16' - 0". THIS WILL NEED

TO BE COORDINATED WITH STRUCTURAL DESIGNER OF

RECORD.

7. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

8. 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.

W

R

1 2 3 4 5 6 8 9 10 11

H

G

F

C

A

3.7 5.1

B

10.17

D

010010

014 014

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.

3. A BID OPTION IS INCLUDED IN THIS RFP FOR A TOTAL NEW

BUILT UP ROOF REPLACEMENT. PROVIDE A NEW BUILT

ROOF THAT SHALL CONSIST OF A 2 PLY MODIFIED

BITUMEN ROOF SYSTEM, R-30 SYSTEM THAT MEETS BASE

FACILITY DESIGN STANDARDS, NRCA STANDARDS

(NATIONAL ROOFING CONTRACTORS ASSOCIATION), UFC

3-110-03 AND UFC 3-330-02A. SEE NOTE #9 ON SHEET

G-002 AND RFP SECTION 01 10 10 (DESIGN CRITERIA) FOR

ADDITIONAL INFORMATION.

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 260

PLAN NORTH

/7

/2

:0

:4

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

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

ROOF LEVEL DEMOLITION PLAN T

N

KEYNOTES

009 DEMOLISH EXISTING UNUSED ROOF MOUNTED BOILER

STACKS AND PATCH OPENING WITH NEW BUILTUP ROOF

SYSTEM (COVERBOARD, INSULATION AND MEMBRANE) TO

MATCH EXISTING ROOF SYSTEM

010 DEMOLISH EXISTING ROOF SYSTEM DOWN TO BARE

STRUCTURE AND PREPARE FOR NEW BUILT-UP ROOFING

SYSTEM INCLUSIVE OF INSULATION, ROOF DRAINS, ROOF

EQUIPMENT CURBS, FLASHING, PARAPET METAL COPING,

FALL PROTECTION ANCHOR SYSTEM, LIGHTNING

PROTECTION SYSTEM, ETC. (BID OPTION ONLY)

011 REMOVE AND STORE EXISTING ROOF EQUIPMENT SUCH AS

MECHANICAL HOODS AND OTHER EQUIPMENT TO BE

RE-INSTALLED WITH NEW ROOFING SYSTEM (BID OPTION

ONLY)

014 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

R

J

J

UP

UP

1 2 3 4 5 6 8 9 10 11

H

G

F

C

A

A-202

A-201

A-201

A-202

0' - 9" 7' - 9" 17' - 0" 15' - 6" 1' - 6" 17' - 0" 1' - 6" 15' - 6" 14' - 11" 25' - 5" 25' - 4" 25' - 2" 1' - 6"

/2

/2

/2

32' - 8" 34' - 0"

56' - 7 3/4" 18' - 3 1/4" 26' - 6"

39' - 10" 22' - 4" 22' - 10" 57' - 4" 26' - 6"

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITORS

INSTRUMENT

REPAIR ROOM

GENERATOR AND

ELECTRICAL

ROOM

101A

BOILER ROOM

OFFICE/

CONTROL ROOM

PUMP ROOM

101B

3.7 5.1

B

CLOSET

106A

10.1

1' - 8"

1' - 8"

D

C

L E

A R

/2

12' - 0" CLEAR

EQ EQ

B3

B1

B5

B4

B2

111111

111 AT MEZZANINE ABOVE

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

SYMBOLS.

2. NEW OPENING SHALL BE A MINIMUM OF 12' - 0" WIDE

CLEAR.

3. NEW OPENING SHALL BE A MINIMUM OF 16' - 0" IN HEIGHT

CLEAR OR TO UNDERSIDE OF EXISTING TRANSOM

LOUVER OR WINDOW.

4. 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.

5. 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.

6. NEW OPENINGS MAY NEED TO BE LARGER THAN MINIMUM

"CLEAR" DIMENSIONS TO ACCOMMODATE ANY REQUIRED

STRUCTURAL FRAMING AND REINFORCEMENTS THAT

NEED TO BE PROVIDED FOR THESE NEW OPENINGS,

"CLEAR" DIMENSIONS OF 12' - 0" X 16' - 0". THIS WILL NEED

TO BE COORDINATED WITH STRUCTURAL DESIGNER OF

RECORD.

7. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

8. CLEAN AND PREPARE CONCRETE SLAB TO RECEIVE NEW

CONCRETE SEALANT.

9. 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

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 260

PLAN NORTH

/7

/2

:0

:3

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

101 NEW 12'-0" WIDE BY 16'-0" ROLL-UP DOOR, COORDINATE

POWER WITH ELECTRICAL (CLEAR OPENING IS EXCLUSIVE

OF STRUCTURAL FRAMING DIMENSION)

102 PATCH AND REPAIR EXISTING WALLS AT NEW OPENINGS TO

RECEIVE NEW ROLL UP DOOR TO CONDITIONS AND

FINISHES MATCHING ADJACENT WALLS

103 NEW TRENCHES AS REQUIRED FOR NEW BOILER

LOCATIONS, FINAL TRENCH LOCATIONS TO BE

COORDINATED AS CONTRACTOR FURTHER DEVELOPS THE

DESIGN (REFER TO MECHANICAL)

105 NEW BOILER (REFER TO MECHANICAL)

109 ONCE EXISTING TRENCHES HAVE BEEN REMOVED, NEW

TRENCHES BUILT, ADDITIONAL STRUCTURAL UPGRADES

ARE COMPLETED AND THE CONCRETE SLAB HAS BEEN

LEVELED TO SLOPE TO DRAINS, THEN CLEAN AND PREPARE

CONCRETE SLAB TO RECEIVE NEW CONCRETE SEALANT

110 PRIOR TO THE INSTALLATION OF THE NEW BOILERS AND

ASSOCIATED EQUIPMENT, PROVIDE A NEW TOPPING SLAB

OVER THE EXISTING CONCRETE FLOOR AFTER NEW

TRENCHES HAVE BEEN INCORPORATED AND UNUSED

TRENCHES HAVE BEEN ABANDONED AND INFILLED. PLACE A

TOPPING SLAB ON OVER THE EXISTING CONCRETE FLOOR

AFTER REQUIRED FLOOR REPAIRS ARE EXECUTED. ONCE

TOPPING SLAB HAS BEEN INCORPORATED, APPLY AN

INDUSTRIAL…