WR1631 QSR ARSR SLEP 100% Drawings.pdf

PDF 2 MB Posted Jun 20, 2019

Attached to: SCREENING INFORMATION REQUEST/REQUEST FOR OFFER HVAC, Parking lot, Gates, Roof Repair
Solicitation number: 6973GH-19-R-00205
Issued by: Department of Transportation Federal Aviation Administration Aeronautical Center

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WR1631 QSR ARSR SLEP 100% Drawings (pdf)

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WR 1631 100 Percent Specs.pdf	PDF	Jun 20, 2019
Performance bonds.pdf	PDF	Jun 20, 2019
paymentbond.pdf	PDF	Jun 20, 2019
6973GH-19-R-00205-FINAL.pdf	PDF	Jun 20, 2019
Wage Determination.pdf	PDF	Jun 20, 2019
Experience Information Form.pdf	PDF	Jun 20, 2019
100% Product Data.pdf	PDF	Jun 20, 2019

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Facility Improvements Boron LRR

Boron, CA

100% Construction Drawings

Work Release ANM-1631

March 19, 2019

PARSONS T4

Northwest Mountain Region 19717 62nd Ave, Suite F106 Kent, Washington 98032

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

P M

J e r r y

C T

E ic k s o n

DATE

APPROVED

q s r g .d g n

E D

F O

NOT

CABORON

1404814

N S

T R

U C

AVIA

I O

L A

R E

D E

TRAT

D A

T OF TRANSPO

R T A T

E R

STATES

U N

E D

D E P A

FEDERAL AVIATION ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

DRAWING NUMBER

GENERAL

ARCHITECTURAL

TITLE

VICINITY MAP

BORON, CALIFORNIA

BORON LONG RANGE RADAR SLEP IMPROVEMENTS

SERVICE LIFE EXTENSION PROGRAM (SLEP)

QSR-1404814-G002

QSR-1404814-G001

BARSTOW

37 MI. TO

SOLON

KRAMER

S A

R N

A R

K E

BORON

MUROC

EDWARDS A.F.B.

5 MI.

BASE

NORTH

EDWARDS

NORTH

NOT TO SCALE

ENGINEERING SERVICES

INFRASTRUCTURE

ARSR

COVER SHEET AND DRAWING INDEX

SLEP IMPROVEMENTS

HARRY MOREAUCAMIE PHAM

PROJECT ENGINEER MGR: ENGINEERING - LA B

q s r g .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-G001

CIVIL

REFERENCE DRAWINGS

MECHANICAL

QSR-1404814-C003

QSR-1404814-C002

QSR-1404814-C001

QSR-1404814-A007

QSR-1404814-A006

ROOF DRAIN DETAILS

ROOF PLAN

QSR-1404814-M017

QSR-1404814-M016

QSR-1404814-M015

QSR-D-ARSR-E017

QSR-D-ARSR-E016

QSR-D-ARSR-E010

SECURITY FENCE, PLAN AND ELEVATIONS

GATES, INTERCOMS AND KEYBOARDS

UTILITY METERING SWITCHBOARD TO MAIN ENTRANCE SWITCH,

SECURITY FENCE, COUNTERPOISE AND DETAILS

ELECTRICAL

QSR-1404814-E003

QSR-1404814-E002

QSR-1404814-E001

PROJECT LOCATION

QSR ARSR

SYMBOLS AND ABBREVIATIONS

COVER SHEET AND DRAWING INDEX

SECURITY FENCE GATE DETAILS

SECURITY FENCE GATE LAYOUT

PLOT PLAN

PANEL SCHEDULES

SECOND FLOOR ELECTRICAL PLAN

ELECTRICAL GENERAL NOTES AND SYMBOLS

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

ISSUED FOR:

FOR REVIEW PURPOSES ONLY

100% SUBMITTAL -

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

MECHANCAL SCHEDULES AND FCU SEQUENCE OF OPERATION

SECOND FLOOR MECHANICAL PLAN AND HEAT PUMP DETAIL

MECHANICAL ABBREVIATIONS, LEGEND AND GENERAL NOTES

qsr-1404814-g001.dgn 3/13/2019 1:29:35 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r g .d g n

E D

NOT

N S

T R

U C

GEN GENERAL

TOP OF

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LOCATE, LOCATION

LVR

LLH

LLV

LOC

LAV

LIGHT

LOUVER

LAVATORY

HOLLOW METAL

GOVERNMENT FURNISHED

INSIDE DIAMETER

GYPSUM WALLBOARD

INCH, INCHES

HEIGHT

INSUL

JAN

JST

INT

JOINT

INCLUDE

INTERIOR

JANITOR

JOIST

HOT WATER

INSULATION

HORIZ

GWB

GFE

HARDWOOD

HARDWARE

HOUR

HORIZONTAL

EQUIPMENT

GLASS

WND

VCT

TYP

WOOD

WINDOW

WEST

WITH

VINYL COMPOSITION TILE

UNLESS NOTED OTHERWISE

VINYL TILE

VESTIBULE

VERTICAL

TOP OF STEEL

TYPICAL

E EAST

RQD

ADMINISTRATION

FEDERAL AVIATION

FINISH FLOOR

ELECTRICAL DRAWINGS

ENTRANCE, ENTER

FIRE RESISTIVE

FOOT or FEET

FDN FOUNDATION

FIN

GAUGE

FURNISH

GALVANIZED

FACE OF

FINISH

FLOOR

EXIST

FAA

EXP

EXT

ENT

EXISTING

EXPOSED

EXTERIOR

EACH

ELEVATION

EQUAL

SPECS

T&B

TEL

STD

STRUC

STL

SIM

SCHED

CLOSED CIRCUIT TELEVISION

DRINKING FOUNTAIN

DEMOLISH, DEMOLITION

CERAMIC TILE

DEMO

DIA or

DWG

DTL

DIM

DEPT

DOWN

DOOR

DETAIL

DRAWING

DIAMETER

DIMENSION

DEPARTMENT

CL or C

CTR

CPT

CLR

COL

CCTV

CLG

CONTINUOUS

CARPET

CENTER

COLD WATER

CENTERLINE

CEILING

CLEAR

RAD

REINF

PNL

PSI

OPP

P-LAM

REQUIRED

SPECIFICATIONS

STRUCTURAL DRAWINGS

SOUTHWEST

SUSPENDED

TELEPHONE

TOP AND BOTTOM

STANDARD

STEEL

STORAGE

SQUARE

SOUTHEAST

SQUARE FEET

SPACES

SIMILAR

SECTION

ROUGH OPENING

SCHEDULE

SOUTH

ROOM

PLYWOOD

PLUMBING DRAWINGS

REINFORCE, REINFORCING

POUND PER SQUARE INCH

ROOF DRAIN

REFER TO

RADIUS

PAIR

PAINT

PANEL

OPPOSITE

PLASTIC LAMINATE

PLATE

PLASTER

ON CENTER

NORTHWEST

OVERHEAD

OUTSIDE DIAMETER

OPENING

ACOUSTIC CEILING TILE

ABOVE FINISHED FLOOR

ARCHITECTURAL DRAWINGS

BOTTOM OR BASE OF

ASPHALTIC CONCRETE PAVEMENT

ACT

AFF

BOARD

BUILDING

BLOCKING

CATCH BASIN

ALUMINUM

APPROXIMATE

ACP

ANGLE

AND

NOM

NO. or #

MIN

MTD

MAX

MTL

MFR

NORTH

NORTHEAST

NOT TO SCALE

NOT IN CONTRACT

NUMBER

NOMINAL

MISCELLANEOUS

MOUNTED

MINIMUM

MECHANICAL DRAWINGS

MANUFACTURER

METAL

MAXIMUM

EMERGENCY

ENCLOSURE

ENGINE GENERATOR SET

NUMBER

AMPERE (AMPS)

ALTERNATING CURRENT

AMPS-FRAME

ABOVE FINISHED GRADE

AMP INTERRUPTING CURRENT

AFG

AIC

AS AMMETER SWITCH

EMER

EMT

ENCL

EGS

HOT DIPPED GALVANIZEDHDG

FULL LOAD AMPS

EQUIPMENT

ESTIMATE

FUSED

FIRE ALARM

FLEXIBLE METAL CONDUIT

FUSE

FIRE ALARM CONTROL PANEL

EXTENSION

FIRE DETECTION SYSTEM

FIELD INTERFACE DEVICE

FIXTURE

FIRE PROTECTION, FIRE PUMP

FAN POWERED INDUCTION BOX

GENERATOR

GROUND FAULT INTERRUPTER

GOVERNMENT FURNISHED MATERIAL

GROUND

HANDHOLE

HIGH INTENSITY DISCHARGE

HAND-OFF-AUTOMATIC

HIGH PRESSURE SODIUM

HIGH VOLTAGE

HERTZ

INTERMEDIATE METAL TUBING

INCANDESCENT

JUNCTION BOX

THOUSAND CIRCULAR MILS

KILOVOLT

KILOVOLT AMPERES

KILOWATT

KILOWATT HOURS

LOCKED ROTOR AMPS

LIGHTING

LOW VOLTAGE

ISOLATED, ISOLATION

GROUND FAULT RELAY

INTRUSION DETECTION SYSTEM

IRRIGATION CONTROL VALVE

LOCAL AREA NETWORK

KEY OPERATED

AMPS-TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE

BASIC IMPULSE LEVEL

BACKBOARD

BELOW FINISHED GRADE

ATS

AUTO

AWG

BIL

BKBD

BFG

AIR TRAFFIC CONTROLATC

AUXILIARYAUX

BFF BELOW FINISHED FLOOR

BATT BATTERY

CONDUIT

CABINET

CIRCUIT BREAKER

CIRCUIT

CONDUIT ONLY

COMMUNICATIONS

CONTRACTOR

CURRENT TRANSFORMER

COPPER

CAB

CKT

COMM

CONTR

CND CONDUIT

CONT CONTACTOR

CPT CONTROL POWER TRANSFORMER

CBS CENTRAL BATTERY SYSTEM

CCMS CENTRAL CONTROL MONITORING SYSTEM

COND CONDUCTOR

CRITICAL POWER CENTERSCPC

CONDENSING WATER PUMPCP

DISC

DPDT

DPST

DDC

DIST

DISCONNECT

DOUBLE POLE

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

DIRECT CURRENT

DIRECT DIGITAL CONTROL

DEMAND FACTOR

DISTRIBUTION

DISCONNECT SWITCH

FLA

EQUIP

EST

FLEX

FLUOR

FACP

EXT

FDS

FID

FIXT

FPIB

GRS

GFI

GFM

HID

HOA

HPS

IMT

INC

KCM

KVA

KWH

LRA

LTG

ISO

GFR

IDS

ICV

LAN

GEN

GND

ELECTRICALGENERAL

CONC

ALUM

APPROX

ARCH

BLDG

BLKG

INCL

HDWD

HDWE

VEST

VERT

TOS

UNO

FURN

GALV

ELEC

SUSP

STOR

SECT

CONT

PLWD

PLUM

PLAS

OPNG

NIC

NTS

MISC

MECH

B.O.

T.O.

BC BARE COPPER

EIT ELECTRONIC INSTALLATION TEAM

N/A NOT APPLICABLE

MAS MASONRY

GEC GROUND ELECTRODE CONDUCTOR

EES EARTH ELECTRODE SYSTEM

HD HEAVY DUTY

WT WEIGHT

WRPE WORK RELEASE PROJECT

ENGINEER

COLUMN

CONCRETE

GALVANIZED RIGID STEEL

RECP

RMS

PSS

PDC

POC

PWR

PVC

PRI

MUX

MTS

MPG

MLO

MCM

MCB

MBS

MOM

MCP

MCC

PCS

NEC

NEMA

OCP

NOR

TRANSFORMERXFMR

RAPID START

RECEPTACLE

ROOT MEAN SQUARE

TELEPHONE COMPANYTELCO

TIMER/TRIPT

MOTOR RATED TOGGLE SWITCHSWR

SECURITY FIELD INTERFACE DEVICESFID

SERVICESERV

THERMOPLASTIC WIRETHW

SEPERATESEP

TERMINAL BLOCKTB

TVSS

TTC

TTB

TPS

SYM

SWBD

STR

SPST

SHT

SEC

TELEPHONE TERMINAL CABINET

TELEPHONE TERMINAL BOARD

TWISTED PAIR SHIELDED

TWISTED PAIR

SYMMETRICAL

SWITCHBOARD

SWITCH

STARTER

SINGLE POLE SINGLE THROW

SOLID NEUTRAL

SHEET

SECONDARY

SURGE PROTECTION

UNSW UNSWITCHED

VS VOLTMETER SWITCH

VFD VARIABLE FREQUENCY DRIVE

UNDERWRITERS LABORATORYUL

UNDERGROUNDUG

UC UNDER COUNTER

WHM

UPS

EXPLOSION PROOF

WARM WHITE, WIREWAY

WATERTIGHT

WEATHERPROOF

WATT HOUR METER

WIRE/WATTS

VOLTAMPERES

VOLT

UNINTERRUPTIBLE POWER SYSTEM

UNFUSED

POWER SUPPLY

PANIC SHUTDOWN SYSTEM

POWER DISTRIBUTION CENTER

PHOTO-ELECTRIC CELL

POINT OF CONNECTION

POWER

POLYVINYL CHLORIDE

POTENTIAL TRANSFORMER

PRIMARY

PHASE

POWER FACTOR

MULTIPLEXER

MANUAL TRANSFER SWITCH

MULTIPOINT GUARD

MAIN LUGS ONLY

THOUSAND CIRCULAR MILS

MAIN CIRCUIT BREAKER

MAINTENANCE BY PASS SWITCH

MOTOR

MOMENTARY

MANHOLE/METAL HALIDE

MOTOR CURRENT PROTECTOR

MOTOR CONTROL CENTER

PHOTO CELL

POWER CONDITIONING SYSTEM

OVERLOAD

MANUFACTURERS ASSOCIATION

NATIONAL ELECTRIC CODE

NATIONAL ELECTRIC

OVER CURRENT PROTECTION

PULL BOX

PUBLIC ADDRESS

POLE

NORMAL

NORMALLY OPEN

NON-FUSED

NORMALLY CLOSED

ELECTRICAL METALLIC TUBING CONDUIT

TRANSIENT VOLTAGE

ABBREVIATIONSABBREVIATIONS

RC RELATIVE COMPACTION

TOW TOP OF WALL

AGL ABOVE GROUND LEVEL

MAIN BONDING JUMPERMBJ

P PROPOSED

RSA RUNWAY SAFETY AREA

ESA ENVIRONMENTALLY SENSITIVE AREA

HP HIGH POINT

METAL BEAM GUARDRAILMBGR

FM FORCE MAIN

SYMBOLS LEGEND

TITLE OF DETAIL

TITLE OF SECTION

EQUIPMENT AS NOTED

CONDUIT, WIREWAY,

CABLE AS NOTED

SCHEMATIC CONNECTION

OR SPLICE

FUSED DISCONNECT SWITCH

EARTH, SOIL

CONCRETE

SCHEDULE NUMBER

SECTION LETTER

SHEET NUMBER WHERE

SECTION IS LOCATEDSECTION CUT

CALLOUT

DETAIL

SECTION TITLE

DETAIL TITLE

ALTERNATE

CALLOUT LETTER OR NUMBER

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

SECTION LETTER

SCALE OR OTHER INFORMATION

SHEET NUMBER WHERE

SECTION IS REFERENCED

DETAIL NUMBER

SCALE OR OTHER INFORMATION

SHEET NUMBER WHERE

DETAIL IS REFERENCED

DETAIL NUMBER

SCALE OR OTHER INFORMATION

SHEET NUMBER WHERE

DETAIL IS LOCATED

SHEET NUMBER(S) WHERE

DETAIL IS REFERENCED

X 1

C001C000

C001

SAND

SUBBASE

GRAVEL AGGREGATE

CONSTRUCTION NOTE

LEAN CONCRETE

LINE TYPE LEGEND

20.0

ASPHALT

CL2 AB

20.0

EXISTING STORMDRAIN

EXISTING COMM

EXISTING POWER

EXISTING WATER

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING CONTOURS

EXISTING FENCE

RACEWAY OR DUCTBANK RUN AS NOTED

UNDERGROUND CONDUIT OR GROUNDING AS NOTED

PROPOSED CONTOURS

MONITORING WELL

SYMBOLS AND ABBREVIATIONS

r g .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-G002

HMA HOT MIX ASPHALT

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

qsr-1404814-g002.dgn 3/13/2019 1:29:47 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r c .d g n

NOT

N S

T R

U C

010’ 10’ 20’

SCALE: 1" = 10’

PLOT PLANKEYPAD & INTERCOM

PATIO

PLANTER

COVERED TRENCH

STEEL

PLATE

STEEL RAILINGSTEEL RAILING

STEEL RAILING

S T E E L

S T

EEL

S T

C U

R B

(CONCRETE SLAB)

D R

E W

A Y

STEEL PLATE COVERED TRENCH

CONCRETE SIDEWALK

S T

V E

E N

C H

C O

N C

R E

E W

A L

RADIATOR

CHAIN LINK FENCE

C O

N C

R E

E W

A L

F R

T E

PEDESTRIAN GATE

GATE OPERATOR

KEYPAD & INTERCOM

REAR GATE

CABINET

SWITCHGEAR

DRIVEWAY

CONSTRUCTION NOTES:

PLOT PLAN

r c .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-C001

POLE

UTILITY

HMA PAVEMENT

TANK

FUEL

ELEVATED

BANK

LOAD

HMA PAVEMENT

V E

M E

N T

OPERATOR

GATE

ARSR BUILDING

NEW HMA PAVEMENT, APPROXIMATELY 7,400 SF

LEGEND:

AND SIDEWALK WITH SELF-LEVELING SEALANT.

CLEAN OUT AND SEAL OPEN CRACKS BETWEEN BUILDING

LAYOUT.

SEE C002 FOR SECURITY FENCE GATE AND LOOP DETECTOR

FULLY OPERATIONAL BEFORE THE REAR GATE IS STARTED.

AND FAA-STD-019F. FRONT GATE TO BE REPLACED AND

PROTECTION TO BE IN ACCORDANCE WITH FAA-C-1217G

POWER AND CONTROL SYSTEM GROUNDING AND LIGHTNING

UTILIZE OR REPLACE IF NECESSARY, THE EXISTING FENCE

TO INCLUDE AMERISTAR IMPASSE GAUNTLET PICKETTS.

GATE WITHOUT IMPACT FROM HIGH WINDS. GATE PANEL IS

MOTORS AND LIFT MECHANISM TO BE SIZED TO OPERATE

WIND REGION REQUIREMENTS OF KERN COUNTY, CALIFORNIA.

DESIGNED UNDER ASCE 7-16 AND ADDRESSING THE SPECIAL

VERTICAL LIFT GATES BUILT TO OPERATE IN CONDITIONS

REPLACE EXISTING VERTICAL PIVOT GATES WITH NEW

PAVEMENT REMOVAL AND REPLACEMENT.

OPERATIONAL. PROVIDE SECURITY GUARDS DURING

AND INSTALLATION OF NEW GATES UNTIL NEW GATE IS

PROVIDE 24/7 SECURITY GUARDS DURING DEMOLITION

CERTIFIED ASPHALT PLANT.

PAVEMENT MIX TO BE APPROVED MIX DESIGN FROM A STATE

SUBBASE AND INSTALL 4 INCH HOT MIX ASPHALT PAVEMENT.

DEMOLISH AND REMOVE EXISTING PAVEMENT, PROOF ROLL

HP-1, EXTEND 6" AROUND UNIT.

PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD FOR

5 HP-1

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

M016 FOR CONTINUATION

WALL TO 2ND FLOOR, SEE

1" RS, 1/2" RL RISE ON

qsr-1404814-c001.dgn 3/13/2019 1:27:58 PM

BUILDING

ROAD

R O

A D

BOLLARDS

PEDESTRIAN GATE

SECURITY

ENTRANCE

DOOR

PEDESTRIAN GATE

08’ 40’10’ 20’ 30’

SCALE: 1/16" = 1’-0"

25’

& KEYPAD

INTERCOM

GENERAL:

SITE DEMOLITION NOTES (OUTSIDE):

10.

CONSTRUCTION NOTES (OUTSIDE):

LOOP DETECTORS (EXIST.)

OPTION:

E D

NOT

N S

T R

U C

WITH LOOP DETECTOR

PARKING LOT GATE

NEW

LOOP DETECTOR & KEY PAD

TO INTERFACE WITH EXISTING

MAIN GATE: POWER PANEL

NEW

r c .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-C002

NEW HYSECURITY GATE OPERATOR.

THE USE OF LOOP DETECTOR AND KEYPAD. PROVIDE NEW ELECTRICAL POWER TO THE

CURRENT SECURITY REQUIREMENT AT SITE WITH PRESENT MAIN GATE FUNCTION SUCH AS

TO BE FUNCTIONAL ACCORDING TO MANUFACTURES SPECIFICATIONS. INTERFACE THE

INSTALL THE NEW SECURITY GATES WITH COMPLETE ACCESSORIES AND APPORTIONMENT

LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL

CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING

MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION.

PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO

SPECIFICATIONS REPRESENT THE FINISH STRUCTURE AND DO NOT INDICATE METHODS,

CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND

PLUMBING OR OTHER UTILITIES WHERE WORK IS BEING PERFORMED.

EXCAVATIONS: LOCATE AND PROTECT EXISTING UNDERGROUND OR CONCEALED CONDUIT,

FABRICATION.

FOR ALL STRUCTURAL MEMBERS SUBJECT TO LOADS DURING CONSTRUCTION AND/OR

THE SUBCONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND/OR SHORING

WITH CONSTRUCTION AND SHALL NOTIFY RE OF ANY CONFLICTS AND DISCREPANCIES.

THE SUBCONTRACTOR SHALL REVIEW ALL DISCIPLINE DRAWINGS PRIOR TO PROCEEDING

MAY ADVERSELY AFFECT LIFE SAFETY.

THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY THE RE OF ANY CONDITIONS THAT

WITH CONSTRUCTION.

ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING

AND SHALL NOTIFY THE RESIDENT ENGINEER (RE) OF DISCREPANCIES BETWEEN THE

THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE

LOOP DETECTORS

NEW

C003

85’-3"

192’-4"

59’-2"

19’-2�"

26’-9�"

35’-0"

3’

94’-0"

C003

WITH 3-RAIL, COLOR: BLACK

"AMERISTAR" IMPASS GAUNTLET

8’ HIGH X 8’ LONG PANEL

PERIMETER FENCE

EXISTING

(EXISTING)

& KEYPAD

INTERCOM

ANCHORS TO CONCRETE FOUNDATION.

CUT THE PEDESTRIAN GATE, POST AND WELD 3/8" PLATE AND 4-5/8" WEDGE

PLACE THE MANGATE/PEDESTRIAN GATE POST WITH L LIFTING TOWER FOUNDATION.

TOGETHER.

GROUND TO THE POST. EXTEND THE WIRE AS NEEDED BY CADWELDING TWO 4/0 AWG

CADWELD THE EXISTING 4/W AWG STRANDED BARE COPPER WIRE THAT WAS FROM THE

OPTION: REPLACE PIPES WITH NEW PIPES (SIZE MATCH EXIST.) AND FILL WITH CONCRETE.

PLACE BACK THE CONCRETE FILLED PIPE GUARDS. PAINT THE PIPES OSHA YELLOW.

THE TOP OF PIER SHALL BE 3" ABOVE THE FINISHED GRADE.

REINFORCING STEEL SHALL BE ASTM 615, GRADE 60.

CONCRETE FOOTINGS SHALL BE FC’=4,000 PSI AT 28 DAYS

FRAMES ARE ERECTED.

DEMOED AND REUSED LATER ON. MAN GATE SHALL BE PUT BACK AFTER THE GATE

THE MAN-GATE FRAME SHALL BE REMOVED FROM THE CONCRETE PAD THAT WILL BE

REMOVE AS REQUIRED AND PUT BACK THE TWO (2) CONCRETE FILLED PIPE GUARDS.

FENCE TO THE GROUND FOR LATER CONNECTION TO THE NEW GATE FRAMES.

REMOVE THE BOLTS FOR PORTION OF FENCE THAT WILL REMAIN. TEMPORARILY SUPPORT

PAD/FOOTINGS.

DEMOLISH AND REMOVE EXISTING ASPHALT CURB TO CLEAR AREA FOR NEW CONCRETE

TECHNICIAN.

CUT AND REMOVE THE EXISTING GATE FRAME. DISPOSE AS REQUIRED BY THE SITE

TO THE SSC TECH.

DISMANTLE EXISTING GATE BY REMOVING THE CONNECTION FROM THE FRAME AND GIVE

POSTS AT ALL LOCATION AND PROTECT GROUNDING FROM DAMAGE.

CUT THE CONNECTION OF THE 4/0 AWG STRANDED COPPER GROUNDING TO THE STEEL

FOOTINGS.

REPLACED WITH NEW GATE AND FRAME THAT WILL BE EMBEDDED IN NEW CONCRETE

REMOVE ALL EXISTING ANCHOR BOLTS AND CONCRETE FOOTINGS THAT WILL BE

REMOVE THE EXISTING BARBED WIRE AND KEEP FOR LATER USE.

THE START OF DEMOLITION.

SERVICE UTILITIES SHALL BE DISCONNECTED, SHUT OFF, CAPPED OR CONTROLLED BEFORE

REMOVE AND IDENTIFY HAZARDS PRIOR TO START OF WORK. ALL POWER AND OTHER

C002 SCALE: 1/16" = 1’-0"

SECURITY FENCE GATE LAYOUT

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r c .d g qsr-1404814-c002.dgn 3/13/2019 1:28:15 PM

3’-8"4’-0"2’-0"

H T

DEEP FOOTING

12" x 36"

Ø 3

@ 12" O.C.

#4 TIE

VERT. BARS

10 #6

2" CLR.

15’-8"

24 FEET HIGH LIFTING TOWER

FOUNDATION

2" CLR.

16.00

24.00

4.50

2"(–�")

12.50

GATE POST (TYP)

CADWELD TO NEW

#4/0 AWG GROUNDING

BASE PLATE IS 24"x24"x1"

VERT. BARS

10 #6

9�x9�

CUTOUT

(MAIN GATE)

VEHICLE GATE

NEW

15’-8"

24 FEET HIGH LIFTING TOWER

FOUNDATION

2" CLR.

VERT. BARS

10 #6

DEEP FOOTING

12" x 36"

VEHICLE GATE

NEW

NOT TO SCALEC003

LIFT GATE POST FOUNDATION

NOT TO SCALEC003

MAIN GATE

NOT TO SCALEC003

PARKING LOT GATE

NOT TO SCALEC003

TYPICAL CONCRETE PIER

C003

SECURITY FENCE

EXISTING

SECURITY FENCE

EXISTING

MAN GATE

EXISTING

SECURITY FENCE

TO POST AND EXISTING EES

EXOTHERMICALLY WELDED

OF GATE WITH 4/0 AWG

BOND VERTICAL POSTS

TO POST AND EXISTING EES

EXOTHERMICALLY WELDED

OF GATE WITH 4/0 AWG

BOND VERTICAL POSTS

TO POST AND EXISTING EES

EXOTHERMICALLY WELDED

OF GATE WITH 4/0 AWG

BOND VERTICAL POSTS

TO POST AND EXISTING EES

EXOTHERMICALLY WELDED

OF GATE WITH 4/0 AWG

BOND VERTICAL POSTS

NOT

N S

T R

U C

SECURITY FENCE GATE DETAILS

r c .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-C003

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r c .d g n

C003

C003 qsr-1404814-c003.dgn 3/13/2019 1:28:32 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r a .d g n

E D

NOT

N S

T R

U C

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

ROOF PLAN

CONSTRUCTION NOTES:

COMPLYING WITH 29CFR 1926.502(B).

GALVANIZED GUARDRAIL WITH TOP RAIL, MID RAIL AND TOE PLATE

REMOVE AND REPLACE PERIMETER GUARDRAIL WITH NEW HOT-DIPPED

INTERMEDIATE SUPPORT STRUCTURE.

WITH 24 GA CORRUGATED METAL SIDING INCLUDING ANY REQUIRED

RADOME BASE - REMOVE AND REPLACE EXISTING PLYWOOD SHEETS

4 4

3 3

ROOF PLAN

r a .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-A006

CRANE RAIL

TROLLEY

EDGE OF ROOF

RADOME CURB

EXISTING

SLOPE TO NEW ROOF DRAINS.

RADOME CURB. PROVIDE WATERTIGHT SEAL AND FLASHING. ROOF TO

RADOME CURB AND THE ROOF EDGE. MEMBRANE TO TERMINATE ON

INSTALL NEW (PVC) ROOF AND WALKPADS BETWEEN THE EXISTING

NOT TO SCALE

HANDRAIL DETAIL

SECTION A-A

ELEVATION

3"3"

LP 3/8" X 6" X 6"

3/8" ANCHOR (TYP)

7/16" DIA HOLE FOR

6’-0" SPACING

LP 1/4" X 4" CONTINUOUS

TS 2" X 2" X .120

13" SLAB

12’-0" R

SCUTTLE

S C

U T

T L

(TYP 4)

ROOF DRAIN

EXISTING

(TYP 4)

PIPE TO EXISTING

CONNECT NEW

PIPING BELOW SLAB. REFER TO DETAIL ON A007.

13 INCH ROOF SLAB, INSTALL NEW ROOF DRAIN AND TIE INTO EXISTING

INSTALL FOUR (4) NEW 6 INCH ROOF DRAINS - CORE DRILL THROUGH

NEW 6 INCH ROOF DRAINS.

INSTALL NEW 2 INCH PIPING CONNECTING EXISTING ROOF DRAINS TO

OF HANDRAIL.

CONDUCTOR AND TWO HOLE MECHANICAL LUGS ON VERTICAL SUPPORTS

SHALL BE BONDED USING EXOTHERMIC WELDS TO EXISTING ROOF

CONDUCTOR WITH 28R AT A MINIMUM OF 4 LOCATIONS. NEW HANDRAIL

BOND NEW HANDRAIL TO EXISTING LIGHTNING PROTECTION ROOF

14.5 LF 2" PVC

1 6

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South qsr-1404814-a006.dgn 3/13/2019 1:27:22 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r a .d g n

E D

NOT

N S

T R

U C

ROOF DRAIN DETAILS

r a .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-A007

ROOF DRAIN

EXISTING

2" DIA PIPE

INSTALL NEW

NOT TO SCALEA007

ROOF DRAIN DETAIL

NON-METALLIC SCREEN

ROOF DRAIN WITH

INSTALL NEW

PIPE TO EXISTING

CONNECT NEW

TO BUILDING

TO DRAIN INTERNAL

2% MIN SLOPE

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South qsr-1404814-a007.dgn 3/13/2019 1:27:37 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r m .d g n

E D

NOT

N S

T R

U C

A-250

24X12

HVAC ABBREVIATION LEGEND ANNOTATION SYMBOL LEGEND

AIR DEVICE AND DUCT ACCESS. LEGEND

A220

RECTANGULAR DUCT SIZE

ROUND DUCT SIZE

AIR DEVICE MARK - CFM

VAV TERMINAL PLAN MARK

EXISTING INTERFACE

KEYED NOTE SYMBOL

SWITCH

HUMIDISTAT

THERMOSTAT

RUNOUT AND DAMPER

SUPPLY AIR DIFFUSER WITH FLEXIBLE

RETURN AIR GRILLE

SIDEWALL DIFFUSER

MANUAL BALANCE DAMPER

(HARD CONNECTION)

RETURN OR EXH. GRILLE

(HARD CONNECTION)

SUPPLY AIR DIFFUSER

TRANSFER OPENING IN WALL

14X14 TRANSFER OPENING IN WALL

RETURN OR EXH. GRILLE (HARD CONNECTION)

SUPPLY AIR DIFFUSER (HARD CONNECTION)

GENERAL:

EQUIPMENT PLAN MARK

SECTION SYMBOL

DETAIL SYMBOL

M010

RTU

LPS

LDB

LAT

ILC

HWS

HWR

HWP

HWB

HRC

HPS

GRV

GPM

GPH

GALV

FPS

FPP

FPM

FMG

FLGD

FLG

FLA

FGW

FGB

FFJ

FCU

EXH

EWT

EWB

EDB

EAT

E-AL

(E)

DTS

DTR

DTP

DMPR

DHW

DDC

DCW

CWP

CRP

CPVC

CONC.

CMC

CLP

CHWS

CHWR

CHW

CHP

CFM

CCP

CAL

C-AL

BOP

BOD

BHP

BDD

BAS

ASJ

APD

ALUM

AFF

ACR

ACC

WPD

WMP

WLD

WCU

WCS

VRF

VAV

UBC

T/S

TOS

TOJ

TOD

THRD

TEMP.

SWLD

SCR

SCH

RTU

RMP

RMC

REFRIG.

RECT

PVCGS

PVC

PRV

PRESS.

PPM

POC

PGGS

ODU

O.C.

OBD

OAU

MUA

MFR’S

MFF

MCA

MBH

MAT.

LWT

LWB

LVR

LOW PRESSURE STEAM

LIQUID PROPANE

LEAVING DRY BULB TEMPERATURE

LEAVING AIR TEMPERATURE

INLINE CENTRIFUGAL FAN

HOT WATER SUPPLY

HOT WATER RETURN

HOT WATER PUMP

HOT WATER BOILER

HEATING HOT WATER

HEATING/VENTILATING UNIT

HUMIDITY SENSOR

HEAT RECLAIM WATER

HIGH PRESSURE STEAM

HORSE POWER

HOT GAS (REFRIGERANT)

HEAT FUSION

HEATING CONTRACTOR

HUMIDIFIER (HUMIDITY)

GALVANIZED STEEL

GROOVED PIPE

GALLONS PER MINUTE

GALLONS PER HOUR

GENERAL CONTRACTOR

GALVANIZED

GAGE (GAUGE)

NATURAL GAS

FEED WATER

FLOW SWITCH

FAN POWERED SERIES VAV

FAN POWERED PARALLEL VAV

FEET PER MINUTE

FOAM GLASS

FLANGED

FLANGE

FULL LOAD AMPS

FIBERGLASS WRAP

FIBERGLASS BOARD INSULATION

FIBERGLASS

FOIL FACED JACKET

FIRE DAMPER

FANCOIL UNIT

FURNACE

EXHAUST

ENTERING WATER TEMPERATURE

ENTERING WET BULB TEMPERATURE

ELECTRIC HEATER

EXHAUST FAN

ENTERING DRY BULB TEMPERATURE

ELECTRICAL CONTRACTOR

ENTERING AIR TEMPERATURE

EMBOSSED ALUMINUM

EXISTING

DUAL TEMPERATURE SUPPLY

DUAL TEMPERATURE RETURN

DUAL TEMPERATURE PUMP

DUAL TEMPERATURE

DUCT SILENCER (SOUND ATTENUATOR)

DAMPER

DOMESTIC HOT WATER

DIRECT DIGITAL CONTROLS

DOMESTIC COLD WATER

DECIBELS

DRAIN

CONDENSER WATER PUMP

CONDENSER WATER

COPPER

CONDENSING UNIT

COOLING TOWER

CARBON STEEL

CONDENSATE RETURN PIPE

STEAM CONDENSATE RETURN

CHLORINATED PVC

CONDENSATE PUMP

CONCRETE

CLEANOUT

CEILING MOUNTED CENTRIFUGAL FAN

CENTERLINE OF PIPE

CENTERLINE

CAST IRON

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CHILLED WATER

CHILLED WATER PUMP

CHILLER

CUBIC FEET PER MINUTE

CUBIC FEET

CONDENSATE DRAIN

CALCIUM CARBONATE POWDER

CALCIUM SILICATE INSULATION

CORRUGATED ALUMINUM

BRANCH SELECTOR

BRAZED

BOTTOM OF PIPE

BOTTOM OF DUCT

BRAKE HORSE POWER

BACKDRAFT DAMPER

BUILDING AUTOMATION SYSTEM

STEAM BOILER

ALL SERVICE INSULATION JACKET

AIR PRESSURE DROP

ALUMINUM

ABOVE FINISHED FLOOR

ACR COPPER REFRIG PIPE

AIR COOLED CONDENSING UNIT

AMPS

WEIGHT (OR DENSITY)

WATER PRESSURE DROP

WALL MOUNTED PROPELLER FAN

WELDED CONNECTION

WROUGHT COPPER

WROUGHT CARBON STEEL

VARIABLE REFRIGERANT FLOW

VENTILATING CONTRACTOR

VARIABLE AIR FLOW

VOLTS

UNIT VENTILATOR

UNIT HEATER

UNDERGROUND

FLEXIBLE UNICELLULAR

UPBLAST CENTRIFUGAL FAN

PIPE TYPE OR SCHEDULE

TEMPERATURE SENSOR

TOP OF STEEL

TOP OF JOIST

TOP OF DUCT

THREADED

THICKNESS

TEMPERATURE

TOTAL CAPACITY

THERMOSTAT

SOLVENT WELD

SWEAT CONNECTION

STAINLESS STEEL

SQUARE

SHUT OFF VALVE TERMINAL

SUPPLY FAN

SCREWED (THREADED)

SCHEDULE

SENSIBLE CAPACITY

SUPPLY AIR

SWITCH

RELIEF VALVE

ROOF TOP UNIT

REFRIGERANT SUCTION

ROOF MOUNTED PROPELLER FAN

ROOF MOUNTED CENTRIFUGAL FAN

RETURN OR RELIEF FAN

REFRIGERANT LIQUID

REFRIGERANT

RECTANGULAR

ROOM CRITERIA LEVEL

RETURN AIR

PVC COATED GALVANIZED STEEL

POLY VINYL CHLORIDE

PRESSURE SENSOR

PRESSURE REGULATING VALVE

PRESSURE

PARTS PER MILLION

POLYPROPYLENE

POINT OF CONNECTION

PAINT GRIP GALVANIZED STEEL

PRESSURE DROP

PLUMBING CONTRACTOR

OUTDOOR UNIT

ON CENTER

OPPOSED BLADE DAMPER

OUTSIDE AIR UNIT

OUTSIDE AIR

NOISE CRITERIA LEVEL

MAKE UP AIR

MALLEABLE IRON

MANUFACTURER’S

MATT FACED FIBERGLASS

MANUAL DAMPER

MINIMUM CIRCUIT AMPS

MECHANICAL CONTRACTOR

1000 BTUH

MATERIAL

MOTORIZED

LEAVING WATER TEMPERATURE

LEAVING WET BULB TEMPERATURE

LOUVER

EQUIPMENT PER FAA GUIDELINES EXCEPT WHERE DIRECTED BY RE.

THE SUBCONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED

CONSISTENT WITH EPA REGULATIONS AND GUIDELINES.

REFRIGERANT AND STORE OR DISPOSE OF IN A MANNER

STORAGE METHOD AND PLACE OF DISPOSAL OR STORAGE. REMOVE

PRIOR TO DEMOLITION. DOCUMENT THE TOTAL POUNDS REMOVED,

ALL REFRIGERANT SHALL BE REMOVED FROM THE EQUIPMENT

REQUIRED. SEE DUCTWORK SCHEDULE ON DRAWINGS.

ALLOWANCE HAS BEEN MADE FOR 1" DUCTLINER WHERE AND IF

ALL DUCTWORK SIZES SHOWN ARE EXTERNAL DIMENSIONS.

RELOCATION OF DUCTWORK.

THAT REQUIRE DIMENSIONAL CHANGES OR REQUIRE MAJOR

FABRICATION. NOTIFY THE RESIDENT ENGINEER OF ANY CONFLICTS

ANY DUCTWORK. VERIFY DUCT CLEARANCES PRIOR TO

TRADES SHALL BE PERFORMED PRIOR TO THE FABRICATION OF

COORDINATION OF DUCT SYSTEM INSTALLATION WITH OTHER

MINIMUM LENGTH NECESSARY TO MAKE THE CONNECTION.

5’-0" IN LENGTH. FLEXIBLE RUNOUTS SHALL BE TRIMMED TO THE

FLEXIBLE DUCT RUNOUTS TO AIR DEVICES SHALL NOT EXCEED

STANDARDS.

RECTANGULAR DUCTWORK SHALL BE SUPPORTED PER THE SMACNA

THESE CONSTRUCTION DOCUMENTS.

STANDARDS. UNLESS SPECIFIED MORE STRINGENTLY ELSEWHERE IN

LATEST VERSION OF THE SMACNA HVAC DUCT CONSTRUCTION

ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER THE

PIPING NOTES:

EQUIPMENT - GENERAL:

CONDENSATE DRAIN CONNECTIONS. SEE DETAILS ON DRAWINGS.

TOWARD THE SPLASH BLOCKS.

PITCH ALL CONDENSATE PIPING NO LESS THAN 1/8" PER 10’

OF ANY PIPING, DUCTWORK, EQUIPMENT PADS, CONDUIT ETC.

THE DRAWINGS SHALL BE COORDINATED BEFORE THE INSTALLATION

VARIATIONS IN THE EQUIPMENT ORDERED AND THAT SHOWN ON

AND OPERATION.

TO MAINTAIN PROPER CLEARANCES FOR EQUIPMENT MAINTENANCE

SERVICE ACCESS SPACE FOR ALL EQUIPMENT WITH OTHER TRADES

IT IS THE SUBCONTRACTOR’S RESPONSIBILITY TO COORDINATE

TEMPERATURE CONTROL NOTES:

GENERAL HVAC NOTES

OF OPERATION OR SATISFY ANY MANUFACTURER REQUIREMENTS.

VOLTAGE AS REQUIRED TO PROVIDE THE SPECIFIED SEQUENCE

CONTROL SYSTEM WIRING AND CONDUIT REGARDLESS OF

THE SUBCONTRACTOR SHALL PROVIDE ALL TEMPERATURE

EQUIPMENT.

DO NOT MOUNT IN DIRECT SUNLIGHT OR NEAR HEAT PRODUCING

MOUNT THERMOSTATS AND SENSORS 4’-0" ABOVE FINISH FLOOR.

IDENTIFICATION:

MINIMUM LETTERING SIZE SHALL BE 1/4 INCH.

BUT NOT LESS THAN 2 1/2 BY 3/4 INCH.

LENGTH AND WIDTH MAY VARY FOR REQUIRED LABEL CONTENT,

LABEL SHALL BE ABLE TO WITHSTAND TEMPERATURES UP TO

BACKGROUND.

LABEL SHALL BE �" THICK WITH WHITE LETTERING AND BLACK

TYPE LABELS AND SIGNS.

CLEAN EQUIPMENT AND PIPING PRIOR TO AFFIXING ADHESIVE

ALUMINUM RIVETS OR STAINLESS STEEL OR PLATED SCREWS.

SHALL BE FIXED TO EQUIPMENT WITH STAINLESS STEEL OR

PLASTIC LAMINATE SIGNS AND LABELS ON OUTDOOR EQUIPMENT

DRAWINGS.

SHALL BE CONSISTENT WITH THE PLAN MARKS SHOWN ON THE

EQUIPMENT SCHEDULED ON THE DRAWINGS. THE IDENTIFICATION

PROVIDE PLASTIC LAMINATE IDENTIFICATION LABELS ON ALL

VRF SYSTEM PIPING NOTES:

BE WITNESSED BY A REPRESENTATIVE OF OWNER.

PRIOR TO ADDING REFRIGERANT CHARGE. PRESSURE TEST MUST

PRESSURE TESTED TO 550 PSIG FOR A PERIOD OF 24 HOURS

PIPING SYSTEM MUST BE THOROUGHLY EVACUATED AND

USE LONG RADIUS BENDS IN REFRIGERANT PIPING.

APPROVED BY THE MANUFACTURER.

DO NOT CREATE TRAPS IN SYSTEM UNLESS REVIEWED AND

OUTDOOR UNIT.

PIPING MUST BE SUPPORTED WITHIN 12" OF EACH HEAT PUMP

AND CHANGEOVER BOX.

PIPING MUST BE SUPPORTED WITHIN 12" OF EACH FAN COIL UNIT

HEADERS.

A DISTANCE OF 40" MUST BE HELD BETWEEN REFNETS AND

90° ELBOWS SHALL BE KEPT 20" FROM REFNETS AND HEADERS.

CHANGEOVER BOXES.

90° ELBOWS SHALL BE KEPT 20" FROM FAN COIL UNITS AND

INSTALLATION.

BE REVIEWED AND APPROVED BY THE MANUFACTURER PRIOR TO

ANY CHANGES IN CIRCUITRY, PIPE SIZING OR PIPE ROUTING MUST

INSTRUCTIONS SHALL BE CAREFULLY FOLLOWED.

THE MANUFACTURER’S INSTALLATION REQUIREMENTS AND

THE MANUFACTURER.

THAT HAVE TAKEN THE PROPER TRAINING CLASSES PROVIDED BY

PIPING FOR VRF SYSTEM TO BE PERFORMED BY PERSONNEL

11.

10.

AND GENERAL NOTES

MECHANICAL ABBREVIATIONS, LEGEND

r m .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-M015

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South qsr-1404814-m015.dgn 3/13/2019 1:30:00 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r m .d g n

UP DN

1 43

ELEVATOR

FREIGHT

SHAFT

UTILITY

STAIR WELL

E D

NOT

N S

T R

U C

POWER PANEL B

AT FLOOR DRAIN

DRAINS TO END

ALL CONDENSATE

MECHANICAL PLAN

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

r m .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-M016

FC-1A FC-2A

FC-2B

INSTALL NEW

INTAKE HOOD. 12X12

20 GA. WITH 90° DOWN

TURN AND BUG SCREEN.

CONSTRUCTION NOTES:

FC-1B

FC-4A

FC-3A

F C

FC-4B

CONTROL WIRING, CONDUIT & OTHER ACCESSORIES. REFER TO SHEET M017 FOR MORE INFORMATION.

SUBCONTRACTOR TO INSTALL NEW THERMOSTAT AS SHOWN. INSTALLATION TO INCLUDE NEW

MORE INFORMATION.

SUBCONTRACTOR TO INSTALL NEW BRANCH HEADER (BH) UNIT. REFER TO SHEET M017 FOR

LOCATION DURING CONSTRUCTION. REFER TO SHEET M017 FOR MORE INFORMATION.

BRACKETS AND OTHER ACCESSORIES REQUIRED. SUBCONTRACTOR TO FIELD VERIFY EXACT

SHALL INCLUDE NEW REFRIGERATION LINE, INSULATION, CONDENSATE LINE, UNIT SUPPORTS, SUBCONTRACTOR TO INSTALL NEW HEAT PUMP UNIT (HP) ON NEW CONCRETE PAD. INSTALLATION

SUBCONTRACTOR TO INSTALL ISOLATION VALVES AT BRANCH HEADER FOR EACH FC.

FC. REFER TO SHEET M017 FOR MORE INFORMATION.

CONSTRUCTION. SUBCONTRACTOR TO REPAIR/MODIFY AS NECESSARY TO ACCOMODATE NEW

OTHER ACCESSORIES REQUIRED. SUBCONTRACTOR TO FIELD VERIFY EXACT LOCATION. DURING

NEW REFRIGERATION LINE, INSULATION, CONDENSATE LINE, UNIT SUPPORTS, BRACKETS AND

SUBCONTRACTOR TO INSTALL NEW FAN COIL UNIT (FC). INSTALLATION SHALL INCLUDE

CO (TYP)

DOWN ELL

WITH TURNED

TO EXIST FD.

WALL, ACROSS

1" CD (D) ON

DRAIN

GRAVITY

1" CD

EACH FC (TYP)

1/2" PCD FROM

1" CD

TO EACH FC (TYP)

1/4" RL, 1/2" RS

1" CD (TYP)

INTO TOP OF

ROLL 1/2" PCD

3 (TYP)

1 (TYP)

FOR CONTINUATION

ON GRADE, SEE SHEET C001

1" RS, 1/2" RL (D) TO HP-1

KIT

BRANCH HEADER

4 5

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

FC-4B

FC-4A

FC-3A

FC-2B

FC-1A

FC-2A

FC-1B

FC-3B

6x6-W2.1xW2.1 WWF

8" CONCRETE WITH

GRAVEL

ARSR

EXISTING

6" MIN6" MIN

HVAC EQUIPMENT

NOT TO SCALE

HEAT PUMP CONCRETE PAD INSTALLATION DETAIL

PAD AND CURB

JOINT BETWEEN

1/2" EXPANSION

6 7

6 POSITIVE DRAINAGE AWAY FROM BUILDING AND PADS.

4000 PSI COMPRESSIVE STRENGTH CONCRETE.

MOISTURE CONTENT

SUBGRADE BASE COMPACTED TO 98% MODIFIED PROCTOR DENSITY AT NEAR OPTIMUM

AND HEAT PUMP DETAIL

SECOND FLOOR MECHANICAL PLAN

qsr-1404814-m016.dgn 3/13/2019 1:30:17 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r m .d g n

E D

NOT

N S

T R

U C

VRF FAN COIL UNIT SCHEDULE

NOTES:

NOTES

MARK NO: FC

NOTES:

NOTES

MOCP

MARK NO: HP

MARK

PLAN

SERVED

UNIT

MANUFACTURER MODEL

EER

CLG

COOLING HEATING ELECTRICAL

REFRIG

WEIGHT

OPER.

MARK

PLAN

SERVED

AREA

MFR MODEL

FAN COOLING HEATING ELECTRICAL

MOCP DBA

SPL

WEIGHT

OPER.

R410A

PHASE

VOLTAGE/

FXEQ12PVJU

PHASE

VOLTAGE/

12,000

14,000

MCA

FAN

38 LBS

MCA

COMP

DAIKIN

CFM

DAIKIN RXTQ60TAVJU

VRF AIR-COOLED HEAT PUMP UNIT SCHEDULE

BTU/H

TOTAL

BTU/H

HTG

BTU/H

CLG

BTU/H

HTG

DBA

SPL

(BASED ON DAIKIN AIR CONDITIONING CONTROL SYSTEM)

208-230/1

SECOND FLOOR

FC-1A,B

FC-2A,B

FC-3A,B

FC-4A,B

46,974 18 37,000 208-230/1 29.1 225 LBS

AND FCU SEQUENCE OF OPERATION

MECHANICAL SCHEDULES

r m .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-M017

15A

HP-1

DAIKIN KHRP REFNET HEADER BRANCH KIT

SEPERATE ELECTRICAL DISCONNECT.

STANDARD DECORATION PANEL.

SUSPEND FROM STRUCTURE WITH 1/8" ALL THREAD.

INTEGRAL AUTOMATIC CONDENSATE PUMP.

WALL MOUNTED DIGITAL THERMOSTAT. (DAIKIN MODEL #BRC1E73)

FXEQ12PVJU

1, 2, 3, 4, 5, 6

1, 235FC-1 THRU 4

TEMPERATURE SETPOINT AND SCHEDULING CAPABILITIES.

(ONE FOR EACH INDOOR UNIT) AND PROVIDE ON/OFF CONTROL,

INDOOR FAN COILS ARE CONTROLLED VIA REMOTE CONTROLLERS 3.

LOAD REQUIREMENTS.

FLOW IN ACCORDANCE WITH SECOND FLOOR HEATING AND COOLING

COMPRESSOR AND INVERTER SPEED CONTROL VARIES REFRIGERANT

HEATPUMP OUTDOOR UNITS EQUIPPED WITH HERMETIC SWING TYPE 2.

(FCU) AND ONE (1) HEATPUMP OUTDOOR UNITS, (HPU).

CONSISTING OF EIGHT (8) INDOOR HEATPUMP FAN COIL UNITS

APPROVED EQUAL,VARIABLE FLOW REFERIGERANT (VRF) SYSTEM

THE SECOND FLOOR SHALL BE CONDITIONED VIA A DIAKIN, OR 1.

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

CONTROL SEQUENCE OF OPERATION:

qsr-1404814-m017.dgn 3/13/2019 1:30:33 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r e .d g n

E D

NOT

N S

T R

U C

GENERAL GROUNDING NOTESGENERAL DEMOLITION NOTES

CONNECTION TO GROUND ROD

EARTH, SOIL

CONCRETE

REFERENCE NOTE

SCHEDULE NUMBER

TRANSFORMER

FUSED DISCONNECT SWITCH

OR SPLICE

SCHEMATIC CONNECTION

CABLE AS NOTED

CONDUIT, WIREWAY,

SYMBOLS LEGEND

EQUIPMENT AS NOTED

DEMOLISHED EQUIPMENT AS NOTED

NOTED OTHERWISE

NEW CONSTRUCTION UNLESS

HEAVY LINE WEIGHTS SHOW

LOCATIONDESCRIPTION

NO.

*CRITICAL LOAD IDENTIFICATION SCHEDULE

POWER REQU. REMARKS

XXXX XX XX

ELECTRICAL

OR ALLOWED BY THE RE TO REMAIN AS SPARE.

EQUIPMENT SHALL ALSO BE DEMOLISHED, UNLESS IDENTIFIED TO BE RE-USED FOR THIS PROJECT, EXISTING POWER AND CONTROL EQUIPMENT, CONDUIT, WIRE, AND JUNCTION BOXES OF DEMOLISHED

COMMENCING.

TO PREVENT DAMAGING FLOOR SURFACES. RE SHALL APPROVE FLOOR PROTECTION PRIOR TO

IF DIRECTED BY THE RE, PROVIDE TEMPORARY CARDBOARD FLOOR PROTECTION AT WORK AREAS

FOR WRITTEN DIRECTION BEFORE PROCEEDING.

LEAD PAINT IS SUSPECTED OR FOUND, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY THE R.E.

SEE FACILITY HAZARDOUS MATERIAL REPORTS. IF HAZARDOUS MATERIAL SUCH AS ASBESTOS OR

WORK AS POSSIBLE DURING DAYLIGHT HOURS.

ALL OUTAGE REQUIRED WORK SHALL BE PERFORMED AT NIGHT. PERFORM AS MUCH NON-OUTAGE

SATISFACTION.

AS THE RESULT OF DEMOLITION SHALL BE PATCHED AND FINISHED TO MATCH TO THE R.E.’S

BE DEMOLISHED UNLESS BEING RE-USED FOR NEW EQUIPMENT. FLOOR OR WALL OPENINGS LEFT

ALL ASSOCIATED CONDUIT, WIRE, J-BOXES, AND SUPPORTS OF DEMOLISHED EQUIPMENT SHALL ALSO

GENERAL NOTES

THE CONDUIT AT THE CROSSING POINT.

WITH A BARE 2AWG EXOTHERMICALLY WELDED TO THE EES AND

BELOW GRADE CONDUITS SHALL BE BONDED TO EXISTING EES

RECEPTACLE BOXES.

BE PERMITTED. INCLUDE GROUNDING PIGTAILS IN ALL SWITCH AND

OVERCURRENT DEVICE. SHARED EQUIPMENT GROUNDS SHALL NOT

PROVIDE DEDICATED EQUIPMENT GROUNDS FOR EACH

BUSHINGS AT ALL J-BOXES, CABINETS, AND EQUIPMENT.

INTERIOR & EXTERIOR RGS CONDUITS SHALL INCLUDE GROUND

EXOTHERMICALLY WELDED - NO EXCEPTIONS.

ALL BELOW GRADE GROUNDING CONNECTIONS SHALL BE

DISCONNECT.

DRAWINGS. PROVIDE ADDITIONAL SPARE SET OF FUSES FOR EACH

DISCONNECT SWITCHES SHALL INCLUDE INSTALLED FUSES AS SHOWN IN THE

ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE. FUSED

THE ’ON’ AND ’OFF’ POSITIONS.

LOCAL DISCONNECT SWITCHES WITH THE CAPABILITY OF BEING LOCKED IN

MECHANICAL EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL INCLUDE

OUTAGE PHASE OF WORK.

THROUGHOUT THIS PROJECT. REVIEW THESE PROCEDURES PRIOR TO EACH

LOCKOUT/TAGOUT PROCEDURES SHALL BE STRICTLY ENFORCED

PLANNING OUTAGE/CUTOVERS.

AND CONFIRM BRANCH CIRCUIT LAYOUT AND MOUNTING DETAILS PRIOR TO

OF OUTAGE WORK. PERFORM FIELD INVESTIGATION ON EACH PANELBOARD

ACCOMPLISH AS MUCH NON-OUTAGE WORK AS POSSIBLE PRIOR TO START

PERSONNEL.

HOURS OF OPERATION - HOURS TO BE VERIFIED WITH LOCAL FAA

IN ADVANCE. SCHEDULED ELECTRICAL OUTAGES SHALL OCCUR DURING NIGHT

FAA/RE FOR SCOPE AND DURATION, AND BE APPROVED AT LEAST ONE WEEK

LOADS. EACH ELECTRICAL POWER OUTAGE SHALL BE REVIEWED WITH THE

PROVIDE BACKUP POWER DURING ELECTRICAL OUTAGES TO THOSE CRITICAL

HAVE CONTINUOUS POWER THROUGHOUT PROJECT. SUBCONTRACTOR SHALL

FAA SHALL IDENTIFY ALL CRITICAL BRANCH CIRCUITS WITHIN FACILITY TO

AND NATIONAL ELECTRICAL CODE.

INSTALLED UNDER THIS CONTRACT PER MANUFACTURERS RECOMMENDATIONS,

PROTECTION AND CONDUCTOR/CONDUIT SIZES AS REQUIRED FOR EQUIPMENT

DESIGN BASIS ONLY. SUBCONTRACTOR SHALL ADJUST OVERCURRENT

OVERCURRENT PROTECTION RATING AND CONDUCTORS/CONDUIT SIZE IS FOR

" HOT DIPPED GALVANIZED STRUT.8

5SHALL BE SUPPORTED ON 1

UNDER THIS CONTRACT. EXTERIOR WALL AND RACK MOUNTED EQUIPMENT

PROVIDE ADEQUATE FASTENING & SUPPORT FOR EQUIPMENT INSTALLED

STANDARDS.

ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, NEC, AND FAA

EQUIPMENT INSTALLED UNDER THIS CONTRACT. INSTALLATION SHALL BE IN

REQUIRED TO COMPLETE POWER AND CONTROL WIRING TO EACH PIECE OF

PROVIDE ALL CONDUIT, JUNCTION BOXES, CABLE, TERMINATIONS, ETC., AS

". 2

1BE

RACEWAYS AND JUNCTION BOXES. MINIMUM SIZE CONTROL CONDUIT SHALL

CONTROL WIRING AND POWER WIRING SHALL NOT OCCUPY THE SAME

NUMBER AT EACH TERMINATION.

BE MARKED WITH SHRINK EMBOSSED MARKERS IDENTIFYING THE WIRE

ALL CONTROL WIRING SHALL BE STRANDED 14AWG. CONTROL WIRING SHALL

CONTRACT.

UPDATE PANEL SCHEDULES TO REFLECT CHANGES MADE UNDER THIS

WHERE NECESSARY. IN NO CASE SHALL NEC ARTICLE 110-26 BE VIOLATED.

DIMENSIONS AND COORDINATE WITH EQUIPMENT TO AVOID SPACE CONFLICTS

ALL EQUIPMENT DIMENSIONS SHOWN ARE NOMINAL. FIELD VERIFY ALL

NOT ALLOWED.

SHALL BE THREADED TYPE ONLY. SET SCREW TYPE CONDUIT FITTINGS ARE

INTERIOR AND SHALL USE COMPRESSION FITTINGS. RGS CONDUIT FITTINGS

UNLESS OTHERWISE INDICATED. EMT CONDUIT SHALL ONLY BE USED FOR

ONLY BE PERMITTED FOR GROUND CONDUCTORS OR BURIED CONDUIT

PERMITTED CONDUIT TYPES ARE RGS, EMT AND PVC. PVC CONDUIT SHALL

OVER FAA-C-1217G IF CONFLICT EXISTS.

FAA-STD-019F, AND FAA-C-1217G. FAA-STD-019F SHALL TAKE PRECEDENCE

THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70),

CONTRACT SPECIFICATIONS. ALL ELECTRICAL WORK SHALL COMPLY WITH

ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH DIVISION 26 OF

14.

13.

12.

11.

10.

FUSED CUTOUT

CIRCUIT BREAKER

JUNCTION BOX

LIGHT SWITCH

RECEPTACLE, GROUND FAULT INTERRUPTER

RECEPTACLE

PHASE/DIAMETER

A-XX

GFI

, [PXX]P-X CABLE CALLOUT

BATTERY BANK

NOTE:

ANY PANELBOARD OR EQUIPMENT OUTAGES.

SUBMIT WRITTEN TEMPORARY POWER PLAN TO RE FOR REVIEW 48HRS PRIOR TO

IDENTIFIED BY THE FAA NEEDING TEMPORARY BACKUP DURING CONSTRUCTION.

SUBCONTRACTOR SHALL PROVIDE TEMPORARY BACKUP POWER TO EACH LOAD

TABLE PER PANEL.

CONSTRUCTION FOR CRITICAL LOAD IDENTIFICATION DURING OUTAGES. FILL OUT ONE

TO BE FILLED OUT BY FAA SITE TECHNICIANS PRIOR TO START OF

GROUND CONNECTION TO EES

(12AWG THWN WITH 3/4" CONDUIT TYPICAL)

HOOK SLASH INDICATES GROUND CONDUCTOR

LONG SLASH INDICATES NEUTRAL CONDUCTOR

SHORT SLASH INDICATES PHASE CONDUCTOR

BRANCH CIRCUIT CONDUCTOR IDENTIFICATION-

HOME RUN INDICATOR, PANEL & CIRCUIT

ELECTRICAL GENERAL NOTES AND SYMBOLS

r e .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-E001

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

FOR REVIEW PURPOSES ONLY

qsr-1404814-e001.dgn 3/13/2019 1:28:48 PM

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

M J e r ic k s o n

DATE

APPROVED

q s r e .d g n

UP DN

1 43

ELEVATOR

FREIGHT

SHAFT

UTILITY

STAIR WELL

E D

NOT

N S

T R

U C

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

ELECTRICAL PLAN

SECOND FLOOR

r e .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-E002

FC-1A FC-2A

FC-2B

FC-1B

FC-4A

FC-3A

FC-3B

FC-4B

2ND FLOOR ELECTRICAL PLAN

POWER PANEL B

EXISTING

AND FAN COIL UNITS

TO FEED HEAT PUMPS

100A, 208/120V, 3 PH

PANEL HVAC2

INSTALL NEW

LOTO DURING MAINTENANCE

AT EACH FC UNIT FOR

20A HD TOGGLE SWITCH

INSTALL NEW

CONSTRUCTION NOTES:

(1)-6 AWG GND

(4)-2 AWG THWN

(1)-2" EMT

PANEL MDP ON 1ST FLOOR

THROUGH FLOOR AND TO

2" CONDUIT PENETRATION

HVAC2

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South

PTSI Managed Services Inc.

4 4

3 6

(ON GRADE)

HP-1

EXTERIOR

OF BUILDING. PROVIDE RGS LB AT

SUPPORT CONDUIT ON EXTERIOR

(1)-6AWG GND

(2)-6AWG THWN

(1)-1" RGSC

DISCONNECT AT GROUND LEVEL

3W, MOUNTED ADJACENT TO HEAT PUMP FOR LOCAL

60A-HD NEMA 3R FUSED DISCONNECT, 208V, 3 PH,

(1)-6AWG GND

(2)-6AWG THWN

(1)-1" EMT

221 OR APPROVED EQUAL

PENETRATION WITH SIKAFLEX

WALL AT THIS LOCATION. SEAL

RIGID STEEL NIPPLE THROUGH

PROVIDE CONCRETE BORE FOR

HVAC2-2,4

HVAC2-10,12

HVAC2-6,8

HVAC2-14,16

CONTROL WIRING TO EACH FCU.

EXTEND 1/2" CND WITH 14AWG

AND FAA TO APPROVE LOCATION.

CONTROL CONDUIT BREAKOUT. RE

WITH HINGED FRONT COVER FOR

PAINTED STEEL CONTROLS JBOX

PROVIDE 12"X12"X4" NEMA4

CONNECTION TO MECH EQUIPMENT

PROVIDE 12" MIN OF LFMC FOR

PER MANUF’S INSTRUCTIONS.

14AWG CONTROL CONDUCTORS

1" RGSC CONTROL CONDUIT W/

WIRE, CONDUIT, AND JUNCTION BOXES TO COMPLETE THE CONTROL WIRING.

FCU’S. CONNECT CONTROL WIRING PER MANUFACTURERS INSTRUCTIONS. PROVIDE TERMINATIONS, PROVIDE 1/2" CONTROL CONDUITS AND 14 AWG CONTROL WIRING FROM HP-1 AND THE ASSOCIATED

HP-1.

PROVIDE TERMINATIONS, CONDUIT, WIRE, AND JUNCTION BOXES TO COMPLETE POWER SERVICE TO

PROVIDE (1)-1" EMT CONDUIT WITH (3)-6AWG THWN CONDUCTORS TO HP-1 FROM PANEL HVAC-2.

ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS AND NEC REQUIREMENTS.

SWITCH WITH LOCK OUT ACCESSORY. ALL POWER SAND CONTROL WIRING SHALL BE IN

EACH FCU INSTALLATION SHALL INCLUDE ADJACENT LOCAL DISCONNECT, HD TOGGLE ON/OFF

COMPLETE POWER SERVICE TO EACH FCU.

FROM PANEL HVAC-2 AS SHOWN. PROVIDE TERMINATIONS, CONDUIT, WIRE, AND JUNCTION BOXES TO

PROVIDE (1)-3/4" EMT CONDUIT WITH (3)-12 AWG THWN CONDUCTORS TO EACH FCU DISCONNECT

FIELD COORDINATED, AND APPROVED BY THE RE AND FAA PRIOR TO INSTALLATION.

TERMINATIONS TO SERVICE PANEL HVAC-2. CONDUIT ROUTING AND FLOOR PENETRATION SHALL BE

100A-3P BREAKER IN PANEL MDP TO FEED HVAC-2 PANEL. PROVIDE CONDUIT, WIRE, AND

PANELBOARD HVAC2 SHALL BE FED FROM EXISTING PANEL MDP ON THE 1ST FLOOR. PROVIDE

ACCESSORIES WITH PANELBOARD TO BE TURNED OVER TO THE FAA.

USED AS LOCAL DISCONNECT FOR HPU-1 AND EXHAUST FAN. PROVIDE (4) LOCK OUT BREAKER

SEE PANELBOARD SCHEDULE FOR PANEL INFORMATION. PANELBOARD BRANCH BREAKERS SHALL BE

PROVIDE NEW 100A, 208/120V, 3PHASE, 4 WIRE HVAC2 PANELBOARD AT THE LOCATION SHOWN.

qsr-1404814-e002.dgn 3/13/2019 1:29:01 PM

CONSTRUCTION NOTES:

BREAKER INSTALLATION AND CONDUCTOR TERMINATIONS.

SUBCONTRACTOR SHALL DEVELOP, AND SUBMIT FOR APPROVAL A DETAILED OUTAGE PLAN FOR

COORDINATE WITH FAA FOR OUTAGE OF PANEL MDP FOR INSTALLATION OF MAIN BREAKER.

100A-3P TYPE FAH BREAKER IN PANEL MDP TO FEED HVAC-2 PANEL.

PANELBOARD HVAC2 SHALL BE FED FROM EXISTING PANEL MDP ON THE 1ST FLOOR. PROVIDE

MOUNT ENCLOSURE, BOLT ON BREAKERS, AND COPPER BUSSES.

SHALL INCLUDE 100A MAIN CIRCUIT BREAKER, DOOR IN DOOR FRONT COVER, NEMA 1 SURFACE

PROVIDE NEW 100A, 208/120V, 3PHASE, 4 WIRE HVAC2 PANELBOARD ON THE 2ND FLOOR. PANEL

2 3

E D

NOT

N S

T R

U C

PANEL SCHEDULES

r e .d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

QSR-1404814-E003

S A

F E

T Y

U A

INTEGRITY

O V

A T I

O N

T E

C H

N I C

L S

U P

PORT SERVIC

S C

O N

T R

A C

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

www.parsons.com

206-574-7260

Kent, WA 98032

Suite F106

19717 62nd Ave. South xxxxx x x xxxx x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x

LOAD CKT#

AMP

CKT# LOAD

SPARE

35-2

20-1

15-2

20-1

FC1A & FC1B

FC2A & FC2B

FC3A & FC3B

FC4A & FC4B

SPARE

SOURCE: PANEL MDP

AMPS: 100A (100A MCB)

VOLTS: 208/120

ROOM NUMBER/DESC.: 2ND FLOOR HVAC EQUIP RM

CONDUIT SIZE AND TYPE: 1 - 2" EMT

FEEDER SIZE/TYPE: 4- 2AWG THWN

FEEDER ENTRY:BOTTOM

MAIN BREAKER TYPE: 100A

BUILDING: BORON ARSR

#WIRES: 3 PH, 4W

AIC: 22K

MOUNTING: SURFACE

MANUFATURER: SQUARE D NQ OR EQUAL

PANEL: HVAC2

SPARE

HP-1

20-120-1

20-1

SPARE

LOAD

TYPE

CB MODEL

CKT#

AMP

CKT#

TYPE

CB MODEL LOAD

SOURCE: E/G TRANSFER SWITCH

AMPS: 1200A MLO

VOLTS: 208/120

ROOM NUMBER/DESC.: 1ST FLOOR ELECTRICAL ROOM

100/

600/

CONDUIT SIZE AND TYPE: 2 - 3" RSC

FEEDER SIZE/TYPE: (2) 4- #350KCMIL THHN

FEEDER ENTRY:

MAIN BREAKER TYPE: MLO

BUILDING: BORON ARSR

600/

250/

300/

350/

400/

TVSS

PANEL J

LIGHTING PANEL (1ST FLOOR)

SW2 (MG BYPASS)

HVAC PANEL

30KVA FOR ELEVATOR PANEL

MAINT. BYPASS SWITCH

UPS AC INPUT TO BYPASS

UPS AC INPUT

SPACE

100/

PANEL HVAC2 (2ND FLOOR)SQD-FA

#WIRES: 3 PH, 4W

AIC:

MOUNTING: FLOOR

MANUFATURER: SQUARE D QED 2

PANEL: MDP (EXISTING)

FUEL TANK

ABOVEGROUND

EXISTING

LOADBANK

RESISTIVE

175KW

EXISTING

NOT TO SCALE

ENLARGED UTILITY YARD PLAN

HP-1

GRADE - FIELD VERIFY

EES APPROX 24" BELOW

EXISTING

SPRING DISCS PER FAA-STD-019F

WITH 2 HOLE COMPRESSION LUGS AND

CONDUIT TO STEEL ENCLOSURE - BOND

2AWG BARE COPPER IN 3/4" PVC

(1)-6 AWG GND

(2)- 6 AWG THWN

(1) - 1" RGSC

(TYPICAL)

EXTERIOR BOX CONNECTORS

GASKETED MYERS HUB FOR

(1)-6 AWG GND

(2)- 6 AWG THWN

(1) - 1" LFMC

LFMC FOR CONNECTION TO MECHANICAL EQUIPMENT

INSTRUCTIONS - PROVIDE MINIMUM OF 12" OF

CONTROL CONDUCTORS PER MANUFACTURERS

1" RGSC CONTROL CONDUIT WITH 14AWG

ABOVE GRADE LEVEL

DISCONNECT APPROXIMATELY 66"

AT GROUND LEVEL - MOUNT TOP OF

HEAT PUMP FOR LOCAL DISCONNECT

208V, 3PH, 3W MOUNTED ADJACENT TO

60A-HD, NEMA 3R FUSED DISCONNECT,

TO GROUND BUS

IN 3/4" PVC CONDUIT

2AWG BARE COPPER

BELOW GRADE GROUND CONNECTIONS

EXOTHERMIC WELD - TYPICAL OF ALL

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

J e r ic k s o n

DATE

APPROVED

q s r e .d g qsr-1404814-e003.dgn 3/13/2019 1:29:20 PM

DRAWING

REFERENCE

#4/0 CABLE#4/0 CABLE

GRADE

SYMBOL

EXOTHERMIC WELD

EXOTHERMIC WELDS

#4/0 CABLE

THOMPSON #588

#4/0 #4/0

ARSR

BUILDING

O A

E010 ACCESS WELL

GROUNDING

E010 ACCESS WELL

GROUNDING

E010 CONNECTION (TYP)

COUNTERPOISE

E010 TRENCH

GROUND

SCALE: 1/16" = 1’-0"

PLAN - COUNTERPOISE SYSTEM

NOT TO SCALE

GROUNDING ACCESS WELL

E010

14"

TOP VIEW (COVER REMOVED)

WITH LOGO "GROUND"

COVER FOR ABOVE BOX

SECTION A-A

GROUND CONDUCTOR

COUNTERPOISE

GROUND ROD

CLAD STEEL

�"x10’ COPPER

OR CRUSHED STONE

3" DEEP GRAVEL

GROUND ROD

�" x10’-0"

FENCE PANEL

CONNECT TO

THOMPSON #613

TO ALL FENCE PANELS

BONDING STRAP, CONNECT

THOMPSON #588 FLEXIBLE

FINISHED GRADE

WIRE

#6 AWG

CENTERLINE OF POST

NOT TO SCALE

CORNER & LINE POSTS

E010

NOT TO SCALE

COUNTERPOISE CONNECTION

E010

@ 40 FT APART GROUNDING

CONNECTION

EXOTHERMIC WELD

�" X 10’

GROUND ROD

NOT TO SCALE

GROUND TRENCH

E010

12"

GROUND WIRE

#4/0 BARE COPPER

BACKFILL MATERIAL

16’-0"

E010

NOT TO SCALE

TYPICAL VEHICLE GATE

E010

NOT TO SCALE

TYPICAL PEDESTRIAN GATE POST GROUNDING

E010

#4/0 CABLE

NOT TO SCALE

TYPICAL VEHICLE GATE POST GROUNDING

E010

NOT TO SCALE

TYPICAL FENCE PANEL ELEVATION

E010

#6 AWG WIRE

NOT TO SCALE

TYPICAL PEDESTRICAN GATE

E010

MAIN GATE

GATE

LOT

PARKING

ROAD

GATE

PEDESTRIAN

GATE

PEDESTRIAN

E D

NOT

WSA-ANI

EOS

PROJECT ENGINEER, ANI-930 PLATFORM MANAGER, ANI-930

08/15/2006

ENGR. SERVICES

COUNTERPOISE AND DETAILS

AND ACCESS…

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