PHL TRAILER PACKAGE - DRAFT.pdf

PDF 14 MB Posted Mar 22, 2022

Attached to: Temporary Modular Office Space at Philadelphia International Airport (PHL)
Solicitation number: 697DCK-22-R-TBD
Issued by: Department of Transportation Federal Aviation Administration Southwestern Region

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Written by GovTribe AI · Dec 28, 2023

This document provides details regarding a pre-solicitation opportunity for temporary modular office space at the Philadelphia International Airport. The Federal Aviation Administration is seeking to lease temporary modular office space to house its Air Traffic Control Tower and TRACON Facility employees. Interested vendors should provide company information and bonding/experience details by April 5th, 2022 to Rodgers Cox in order to assist with acquisition strategy development. The subsequent contract award has not been determined whether it will be full and open competition, a small business set-aside, or an 8(a) program set-aside. The solicitation number is 697DCK-22-R-TBD and the Statement of Work is in an attached PDF file. Vendors are requested to limit capability statements to no more than 5 pages.

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REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

P L O

T D

A T

E /T

Department of Transportation Federal Aviation Administration

A M

PHILADELPHIA PAPHL ATCT and TRACON

PHL EASTERN SERVICE AREA

ENGINEERING

SERVICES

TERMINAL

1/10/2022

PHL - D - TRAILER - G001

COVER SHEET

PHILADELPHIA (PHL) ATCT AND TRACON

TEMPORARY MODULAR OFFICE SPACE

E. ROLAF

P. SOUKAS

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

Philadelphia (PHL) ATCT and TRACON Temporary Modular Office Space Philadelphia, Pennsylvania

Final Submission January 2022

PROJECT LOCATION:

PHILADELPHIA (PHL) AIR TRAFFIC CONTROL TOWER AND TRACON

15 HOG ISLAND ROAD

PHILADELPHIA, PA, 19153

PROJECT

LOCATION

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

P L O

T D

A T

E /T

/7 /2

A M

PHILADELPHIA PAPHL ATCT and TRACON

PHL EASTERN SERVICE AREA

ENGINEERING

SERVICES TERMINAL

1/10/2022

PHL - D - TRAILER - G002

INDEX OF DRAWINGS, GENERAL NOTES, LOCATION

MAP & BUILDING CODE ANALYSIS

PHILADELPHIA (PHL) ATCT AND TRACON

TEMPORARY MODULAR OFFICE SPACE

E. ROLAF

P. SOUKAS

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

REV

DRAWING

NUMBER

DRAWING TITLE

GENERAL

G001 COVER SHEET

G002 INDEX OF DRAWINGS, GENERAL NOTES, LOCATION MAP & BUILDING CODE

ANALYSIS

G003 GENERAL ABBREVIATIONS

G004 GENERAL, ARCHITECTURAL, STRUCTURAL - LEGENDS

G101 LIFE SAFETY PLAN - TEMPORARY MODULAR OFFICE AND GYM

G102 CODE COMPLIANCE SITE PLAN

CIVIL

C001 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

C101 EXISTING CONDITIONS AND DEMOLITION PLAN

C102 SITE LAYOUT PLAN

C103 VEHICLE CIRCULATION PLAN

C201 GRADING PLAN

C501 UTILITY PLAN

C541 UTILITY DETAILS

C542 UTILITY DETAILS

C551 UTILITY PROFILES

C801 SITE DETAILS

ARCHITECTURE

A001 FIRE RESISTANCE RATED GUIDE PLAN - EXISTING BASE BUILDING

A100 FLOOR PLANS - TEMPORARY MODULAR OFFICE AND GYM

A300 STAIR AND RAMP SECTIONS AND DETAILS

A500 DOOR SCHEDULE, FINISH SCHEDULE, AND DETAILS

PLUMBING

P001 PLUMBING PLAN - EXISTING BASE BUILDING

ELECTRICAL

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

E002 ELECTRICAL SPECIFICATIONS

E003 ELECTRICAL SPECIFICATIONS

E100 ELECTRICAL SITE PLAN

E110 POWER PLAN

E120 LIGHTING PLAN

E130 LIGHTNING PROTECTION SYSTEM PLAN

E161 EARTH ELECTRODE SYSTEM GROUNDING PLAN

E500 PANELBOARD SCHEDULES

E501 PANELBOARD SCHEDULES

E502 PANELBOARD SCHEDULES

E550 ELECTRICAL SCHEDULES

E600 ELECTRICAL DETAILS

E601 ELECTRICAL DETAILS

E602 ELECTRICAL DETAILS

E603 ELECTRICAL DETAILS

E800 POWER ONE-LINE DIAGRAM

FIRE

F001 FIRE PROTECTION GENERAL NOTES & SYMBOLS

F101 FIRE ALARM PLAN - TEMPORARY MODULAR OFFICE

F201 FIRE SUPPRESSION PLAN - TEMPORARY MODULAR OFFICE

INDEX OF DRAWINGS GENERAL NOTES LOCATION MAPBUILDING CODE ANALYSIS

A. DIMENSION LINES SHOWN ON ARCHITECTURAL SHEETS ARE FROM FINISHED FACE OF

WALL, UNLESS OTHERWISE NOTED.

B. FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS BEFORE DEMOLITION OF SYSTEMS.

COORDINATE DEMOLITION WITH THE WORK AND NOTIFY COR OF CONFLICTS. NO

DEMOLITION WORK MUST PROCEED UNTIL CONFLICTS ARE RESOLVED TO

SATISFACTION OF COR.

C. FINISHES & ASSOCIATED ADJACENT FINISHES AFFECTED BY THE WORK SHALL BE

PATCHED AND REPAIRED TO MATCH EXISTING ADJACENT FINISHES.

D. VERIFY DEMOLITION REQUIRED TO FACILITATE ROUTING OF ELECTRICAL,

TELECOMMUNICATIONS, FIRE ALARM, FIRE SUPPRESSION AND PLUMBING SYSTEMS.

FOR DEMOLITION REQUIRED OUTSIDE OF AREA SHOWN ON ARCHITECTURAL

DRAWINGS, REFER TO CIVIL, ELECTRICAL AND FIRE PROTECTION FOR ITEMS TO BE

REMOVED.

E. FACILITY WILL BE OCCUPIED BY FAA DURING CONSTRUCTION. COORDINATE THE WORK

IN ADVANCE WITH COR TO AVOID DISRUPTING FAA OPERATIONS. MAINTAIN MEANS OF

EGRESS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. IF AN EXIT IS

TEMPORARILY PLACED OUT OF USE DURING THE WORK, COORDINATE WITH COR FOR

TEMPORARY EGRESS MEASURES. PROVIDE NECESSARY SIGNAGE WARNING BUILDING

OCCUPANTS OF THE CHANGE, AND THE DIRECTION TO THE NEAREST EXIT. WORK

AFFECTING EGRESS SHALL BE COORDINATED WITH AND APPROVED IN WRITING BY

COR, A MINIMUM OF 30 DAYS PRIOR TO PERFORMANCE OF WORK.

F. CLEAN CONSTRUCTION AREAS DAILY. CONSTRUCTION DEBRIS & EQUIPMENT SHALL

NOT BE LEFT IN OCCUPIED AREAS.

G. MAINTAIN FIRE RATINGS OF FIRE RATED ASSEMBLIES OR SMOKE BARRIERS

PENETRATED BY CONDUITS AND OTHER PENETRATIONS CAUSED BY THE WORK OF

THIS PROJECT WITH AN APPROVED U.L. SYSTEM. WHERE WORK IS REQUIRED ON

BUILDINGS WHICH ARE PART OF THE FACILITY, COORDINATE WITH COR TO VERIFY

EXISTING CONDITION OF BUILDING SYSTEMS (INCLUDING EXTERIOR WALLS,

PARTITIONS, FLOORS, CEILINGS AND ROOFS) BEFORE ANY DEMOLITION OR

CONSTRUCTION.

H. DO NOT SCALE DRAWINGS.

I. EXISTING FAA COMPUTER AND OTHER SENSITIVE EQUIPMENT SHALL REMAIN

OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH COR DEMOLITION WORK

THAT MAY CAUSE VIBRATION OR DISRUPTION TO EQUIPMENT IN THE WORK AREA.

COORDINATE WITH COR NOT TO DISRUPT FAA OPERATIONS, TYP. ACCOMODATE THE

24-HOUR OPERATIONAL FACILITY SCHEDULE AND REQUIREMENTS.

J. PROVIDE OPENINGS THROUGH EXISTING WALLS (GWB, MASONRY, AND CONCRETE)

FOR PROVISION OF ELECTRICAL & FIRE PROTECTION EQUIPMENT. COORDINATE SIZE &

LOCATION WITH ELECTRICAL AND FIRE PROTECTION.

K. UNSCHEDULED INTERRUPTIONS TO BUILDING SERVICES/UTILITIES SHALL NOT BE

TOLERATED. WORK REQUIRING PERMANENT, TEMPORARY OR PARTIAL OUTAGES

SHALL BE SCHEDULED AND APPROVED IN WRITING BY COR AT LEAST 10 WORKING

DAYS IN ADVANCE OF PERFORMANCE OF THE WORK.

L. EXISTING BUILDING FLOOR PLANS FOR THE EXISTING BUILDING CONSTRUCTION

PRESENTED IN THIS DOCUMENT WERE OBTAINED FROM THE FAA. FIELD VERIFY

EXISTING BUILDING AND SITE CONDITIONS PRIOR TO ANY CONSTRUCTION WORK

REQUIRED.

M. ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS OR PIPE VALVES.

CONTRACTOR MUST REQUEST PERMISSION IN WRITING OF FAA IN ADVANCE FOR EACH

CASE OF BREAKER OR PIPE VALVE OPERATION. CONTRACTOR SHALL NOT OPEN (DE-

ENERGIZE) OR CLOSE (ENERGIZE) ANY CIRCUIT BREAKER OR PIPE VALVE. COORDINATE

DE-ENERGIZING, AND ENERGIZING, OF ANY PANELBOARD FOR CIRCUIT BREAKER

REPLACEMENT WITH COR.

N. WORK IN CONFINED SPACES OR AREAS SHALL BE DONE IN ACCORDANCE WITH OSHA

REQUIREMENTS, 29 CFR 1910.146 AND 1926.21(B)(6).

O. CONCRETE WORK SHALL COMPLY WITH SILICA MANAGEMENT REQUIREMENTS.

P. DIMENSIONS (LAYOUTS, MOUNTING HEIGHTS, HEIGHTS ABOVE FINISH FLOOR, ETC.)

AND CLEARANCES SHOWN ON THE DRAWINGS, IDENTIFIED IN MANUFACTURERS'

PRODUCT DATA, OR REFERENCED IN APPLICABLE ABA DOCUMENTS, CODES, AND

CRITERIA FOR THE HANDICAPPED ACCESSIBILITY ARE TO BE HELD TRUE; PLUS OR

MINUS TOLERANCES FROM THESE DIMENSIONS ARE NOT ALLOWED.

Q. REFER TO OTHER DISCIPLINES FOR ADDITIONAL DEMOLITION REQUIRED. PATCH AND

REPAIR DAMAGED FINISHES, AND/OR FIRE RATED ASSEMBLIES TO MATCH EXISTING

ADJACENT SURFACES.

R. ROOM NAMES AND NUMBERS AS INDICATED ARE FOR PROJECT DOCUMENTATION

PURPOSES ONLY. COORDINATE WITH COR FINAL ROOM NAMES AND NUMBERS AS

ESTABLISHED BY FACILITY FOR ANY BUILDING AUTOMATION INTEGRATION, FIRE ALARM

SYSTEM INTEGRATION, OR OTHER SYSTEM INTEGRATION WHICH RELIES ON ACTUAL

FACILITY ROOM NAMES AND NUMBERS.

S. REFER TO TEMPORARY MODULAR OFFICE CUT SHEETS AND PRODUCT DATA FOR

ADDITIONAL INFORMATION.

T. SEAL PENETRATIONS THROUGH EXTERIOR WALL ASSEMBLIES AIR AND WEATHER

TIGHT.

APPLICABLE CODES AND UNIFORM CONSTRUCTION CODE OF PENNSYLVANIA

REGULATIONS 2015 INTERNATIONAL BUILDING CODE (IBC),WITH COMMONWEALTH OF PENNSYLVANIA AMENDMENTS

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS (2015)

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) INDUSTRY SAFETY & HEALTH STANDARDS

(29 CFR 1910 AND 1926 - CURRENT ISSUE)

2015 INTERNATIONAL FIRE CODE (IFC), WITH COMMONWEALTH OF PENNSYLVANIA AMENDMENTS

2015 INTERNATIONAL PLUMBING CODE (IPC), WITH COMMONWEALTH OF PENNSYLVANIA AMENDMENTS

NFPA 10, PORTABLE FIRE EXTINGUISHERS 2013 EDITION

NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION

NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2013 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2013 EDITION

NFPA 780, INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, 2020 EDITION

REFER TO SHEET E001 FOR ADDITIONAL ELECTRICAL REFERENCE STANDARDS

CODE SUMMARY OFFICE TRAILER COMPLEX:

IBC OCCUPANCY CLASSIFICATION: GROUP B (WITH ACCESSORY GROUP S-2)

CONSTRUCTION TYPE: IBC, TYPE VB

SPRINKLERED: YES

FIRE ALARM: YES

STORIES: 1 (ACTUAL) / 3 (MAXIMUM)

HEIGHT: 13 FT (ACTUAL) / 60 FT (MAXIMUM)

AREA: 6,065 SQFT (ACTUAL) / 36,000 (MAXIMUM)

GYM TRAILER:

IBC OCCUPANCY CLASSIFICATION: GROUP B

CONSTRUCTION TYPE: IBC, TYPE VB

SPRINKLERED: NO

FIRE ALARM: NO

STORIES: 1 (ACTUAL) / 2 (MAXIMUM)

HEIGHT: 13 FT (ACTUAL) / 40 FT (MAXIMUM)

AREA: 320 SQFT (ACTUAL) / 9,000 (MAXIMUM)

EGRESS REQUIREMENTS OFFICE TRAILER COMPLEX:

MAX TRAVEL DISTANCE (BUSINESS): 300 FEET

MAX COMMON PATH OF TRAVEL (BUSINESS): 100 FEET

MAX DEAD END (BUSINESS): 50 FEET

MIN CLEAR WIDTH (CORRIDOR): 44 INCHES

MIN CLEAR WIDTH (EXIT DOOR): 34 INCHES

GYM TRAILER:

MAX TRAVEL DISTANCE (BUSINESS): 200 FEET

MAX COMMON PATH OF TRAVEL (BUSINESS): 100 FEET

MAX DEAD END (BUSINESS): 20 FEET

MIN CLEAR WIDTH (CORRIDOR): 44 INCHES

MIN CLEAR WIDTH (EXIT DOOR): 34 INCHES

SHEET INDEX NOTES:

STRUCTURAL - SUBMITTED UNDER SEPARATE COVER

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

P L O

T D

A T

E /T

/7 /2

A M

PHILADELPHIA PAPHL ATCT and TRACON

PHL EASTERN SERVICE AREA

ENGINEERING

SERVICES TERMINAL

1/10/2022

PHL - D - TRAILER - G003

GENERAL ABBREVIATIONS

PHILADELPHIA (PHL) ATCT AND TRACON

TEMPORARY MODULAR OFFICE SPACE

E. ROLAF

P. SOUKAS

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

STGP SIGNAL TRANSPORT GROUND PLANE

STL STEEL

STOR STORAGE

STRUC STRUCTURAL, STRUCTURE

SUCT SUCTION

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

T T THERMOSTAT, TREAD

TBD TO BE DETERMINED

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TEMPERATURE CONTROL SWITCH

TELCO TELECOMMUNICATION, TELEPHONE COMPANY LINE

TEMP TEMPERATURE

TI TEMPERATURE INDICATOR

TIC TEMPERATURE INDICATING CONTROLLER

TK TANK

TM&O TELECOMMUNICATIONS MANAGEMENT AND

OPERATIONS

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRACON TERMINAL RADAR APPROACH CONTROL FACILITY

TRANS TRANSVERSE

TS TEMPERATURE SENSOR, TAMPER SWITCH

TYP TYPICAL

U UBC UNIFORM BUILDING CODE

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES, INC.

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SYSTEM

UTIL UTILITY

UV UNIT VENTILATOR

V V VOLT

VAT VINYL ASBESTOS TILE

VAV VARIABLE VOLUME TERMINAL

VB VINYL BASE

VBT VINYL BASE & TRIM COMPONENTS

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

VF VERTICAL FEET, VENTILATION FAN

VFD VARIABLE FREQUENCY DRIVE

VGWB VINYL SURFACED GYPSUM WALL BOARD

VIF VERIFY IN FIELD

VP VELOCITY PRESSURE, VACUUM PRODUCER

VS VIBRATION SWITCH

W W WATT

W/ WITH

WD WOOD

WG WATER GAGE

WJHTC WILLIAM J. HUGHES TECHNICAL CENTER

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

X XFER, XFR TRANSFER

XFMR TRANSFORMER

Y Y WYE CONNECTION

YD YARD

MECH MECHANICAL

MET METAL

MFG(R) MANUFACTURER

MG MOTOR GENERATOR

MIL MILLIMETER

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MS MOISTURE SENSOR

MTG MOUNTING, MOUNTED

N N/A NOT APPLICABLE

NAM NEGATIVE AIR MACHINE

NARACS NATIONAL RADIO COMMUNICATIONS SYSTEM

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER, OPEN DRAIN

OF OUTSIDE FACE

OFD OVERFLOW ROOF DRAIN

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

OSW OPERATIONS SUPPORT WING

P P PUMP, PHASE, POLE

PACM PRESSUMED ASBESTOS CONTAINING MATERIAL

PBX PRIVATE BRANCH EXCHANGE

PC PRESSURE CONTROL SWITCH

PCB POLYCHLORINATED BIPHENYLS

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DIFFERENTIAL

PDI PRESSURE DIFFERENTIAL INDICATOR

PDS PRESSURE DIFFERENTIAL SENSOR

PH PHASE

PHC PREHEAT COIL

PI POINT OF INTERSECTION, PRESSURE INDICATOR

PIV POST INDICATOR VALVE

PL PROPERTY LINE, PLATE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FOOT

PNL PANEL

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PS PRESSURE SENSOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSM POWER SYSTEMS MODIFICATION

PT PAINT, POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVDS PORTABLE VISUAL DISPLAY SYSTEM

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

R R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RCRA RESOURCE CONSERVATION AND RECOVERY ACT

RD ROOF DRAIN

RECEPT, RPTS RECEPTACLE

REF REFERENCE

REG REGISTER

REINF REINFORCING

REQ'D REQUIRED

REV REVERSE, REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

RV REFRIGERANT VENT

S S SMOKE DETECTOR

SA SUPPLY AIR

SAN SANITARY

SAP SOUND ABSORBING PANEL

SCH, SCHED SCHEDULE

SCWD SOLID CORE WOOD

SD SMOKE DAMPER

SEC SECTION

SF SUPPLY FAN, SQUARE FEET

SHT SHEET

SIG SIGNAL

SIM SIMILAR

SM SPRINKLER MAIN

SP SUMP PUMP/SEWAGE PUMP,

STATIC PRESSURE INDICATOR

SPEC SPECIFICATIONS

SQ SQUARE

SRF SAFETY RUBBER FLOOR TILE

SRGG SIGNAL REFERENCE GROUND GRID

SRS SIGNAL REFERENCE STRUCTURE

SSDI SECURITY SYSTEMS DESIGN AND

INTEGRATION

SSTL, SS STAINLESS STEEL

ST STEAM, STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STE STANDARD TAPERED END

FLA FULL LOAD AMPERES

FLEX FLEXIBLE DUCT

FLG FLANGE

FLUOR FLUORESCENT

FM FLOW METER, FIRE MAIN

FO FIBER OPTIC

FOL FUEL OIL LEVEL

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FIBER OPTIC TERMINAL

FOV FUEL OIL VENT

FPM FEET PER MINUTE

FPU FIELD PROGRAMMING UNIT

FRP FIBER GLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT, ' FEET

FTR FINNED TUBE RADIATION

FV FULL VOLTAGE

FZ FREEZESTAT

G G GAS

GA GAGE, GAUGE

GALV GALVANIZED

GEN GENERATOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFM GOVERNMENT FURNISHED MATERIAL

GL GLASS

GND GROUND, GROUND CONNECTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRILLE

GRV GRAVITY VENT

GS GAS SENSOR

GV GATE VALVE

GW GLYCOL WASTE

GWB GPYSUM WALLBOARD

GWH GAS WATER HEATER

H H HUMIDISTAT

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HEATING COIL

HCS HOST COMPUTER ROOM

HDW HARDWARE

HE HEAT EXCHANGER

HERM HERMETIC

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER, HEAT PUMP, HIGH PRESSURE

HPL HIGH PRESSURE LAMINATE

HPS HIGH PRESSURE SODIUM, HIGH PRESSURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH, HUMIDITY SENSOR

HT HEIGHT

HTG HEATING

HTP HOT TAP (W/ STOPPLE FITTING)

HTR HEATER

HU HUMIDIFIER

HVAC HEATING/VENTILATING/AIR CONDITIONING

HW DOMESTIC HOT WATER

HWL HIGH WATER LEVEL

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HZ HERTZ

HWY HIGHWAY

I IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IEWH INSTANTANEOUS ELECTRIC WATER HEATER

IF INSIDE FACE, INTERNAL FILTER

IN, " INCH

INST INSTRUMENTATION

INSUL INSULATION

INT INTERIOR

INT'L INTERNATIONAL

INV INVERT

ITEA INFORMATION TECHNOLOGY EQUIPMENT AREA

ITER INFORMATION TECHNOLOGY EQUIPMENT ROOM

J J JUNCTION

JB JUNCTION BOX

JC JANITOR'S CLOSET

K KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT AMPERE

KW KILOWATTS

L LAN LOCAL AREA NETWORK

LBS, # POUNDS

LCC LEAD CONTAINING COATING

LCP LOCAL CONTROL PANEL

LCV LEVEL CONTROL VALVE

LF LINEAR FEET

LG LEVEL GAUGE

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LPS LOW PRESSURE STEAM

LS LEVEL SWITCH

LT LIGHT

LTG LIGHTING

M M MOTOR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

COMM COMMUNICATIONS

COMP COMPRESSIBLE, COMPRESSED

CONC CONCRETE

COND CONDITION, CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICERS REPRESENTATIVE

CP CONTROL PANEL, CIRCULATING PUMP

CPC CRITICAL POWER CENTER

CPDS CRITICAL POWER DISTRIBUTION SYSTEM

CPT CARPET

CPU CENTRAL PROCESSING UNIT

CR CEILING REGISTER, CONTROL RELAY

CRAC COMPUTER ROOM AIR CONDITIONING UNIT

CRAH COMPUTER ROOM AIR HANDLING UNIT

CRU COMPUTER ROOM UNIT

CS CONTROL SWITCH

CT CABLE TRAY, COOLING TOWER

CTR CENTER, COOLING TOWER WATER RETURN

CTS COOLING TOWER WATER SUPPLY

CU CONDENSING UNIT

CW DOMESTIC COLD WATER

CWR CHILLER WATER RETURN

CWS CHILLER WATER SUPPLY

CWV COMBINATION WASTE AND VENT

CU CONDENSING UNIT

CV CONTROL VALVE, CONSTANT VOLUME TERMINAL

CYD CUBIC YARD

D D DRAIN, DELTA CONNECTION, DIFFUSER, DAMPER

DB DIRECT BURIAL, DRY BULB

DBL DOUBLE

DC DIRECT CURRENT

DDCP DIRECT DIGITAL CONTROL PANEL

DEG DEGREE(S)

DET DETAIL

DGP DATA GATHERING PANEL

DI DROP INLET, DAMPER POSITION INDICATOR, DIGITAL

INPUT

DIA DIAMETER

DIAG DIAGONAL

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DL DEAD LOAD

DM DEMAND METER

DN DOWN

DO DIGITAL OUTPUT

DOM DOMESTIC

DP DUSTPROOF PARTITION, DIFFERENTIAL PRESSURE

SWITCH

DPDT DOUBLE POLE DOUBLE THROW

DPNL DISTRIBUTION PANEL

DPST DOUBLE POLE SINGLE THROW

DR DOOR

DWG(S) DRAWING(S)

E EA EACH, EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM ELECTRICAL DATA ACQUISITION AND MONITORING

EF EXHAUST FAN

EFF EFFICIENCY

EG ENGINE GENERATOR, EXHAUST GRILLE

EH ELECTRIC HEATER

EHC ELECTRIC HEATING COIL

EL, ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC(AL)

EMD ESTIMATED MAXIMUM DEMAND

EMERG EMERGENCY

EMT ELECTRICAL METAL TUBING

ENT, ENTR ENTRANCE

EP EXHAUST PIPE

EPMS ELECTRICAL POWER MONITORING SYSTEM

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ERMS ENVIRONMENTAL REMOTE MONITORING SYSTEM

ES EXHAUST SILENCER

ET ELECTRIC HEAT TRACE

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST, EX EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F F FILTER, FIRE LINE

FA FAN COOLED

FAA FEDERAL AVIATION ADMINISTRATION

FC FAN COIL UNIT

FCO FLOOR CLEANOUT

FCV FLOW CONTROL VALVE

FD FIRE DAMPER OR FLOOR DRAIN

FD/SD COMBINATION FIRE AND SMOKE DAMPER

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEPC FRONT END PERSONAL COMPUTER

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FI FLANGE INSULATION, FLOW INDICATOR

FIN FINISH

FIX, FIXT FIXTURE

FL, FLR FLOOR

A A AMPERE, AIR, COMPRESSED AIR LINE

AA AIR COOLED

AAV AUTOMATIC AIR VENT

AC ALTERNATING CURRENT, ASPHALT CONCRETE, AIR

COMPRESSOR

ACC AIR COOLED LIQUID CHILLER

ACD ADDRESSABLE CONTROL DEVICE

ACF ACCESS FLOOR SYSTEM

ACM ASBESTOS CONTAINING MATERIAL

ACP ACOUSTICAL CEILING PANEL

ACT ACCESS CONTROL TERMINAL, ACOUSTICAL CEILING

TILE

ACU AIR CONDITIONING UNIT

A/C AIR CONDITIONING

AD AREA DRAIN, ACCESS DOOR

ADJ ADJACENT, ADJUSTABLE

ADR ACCESS DOOR

ADTN ADMINISTRATIVE DATA TRANSMISSION NETWORK

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AF AMPERE FRAME, AIR FLOW SENSOR

AFF ABOVE FINISH FLOOR

AFMS AIR FLOW MEASURING STATION

AH AIR HANDLING UNIT

AHU AIR HANDLING UNIT

AIC AMPERES INTERRUPTING CAPACITY

AID ADDRESSABLE INTERFACE DEVICE

AIF AIR INTAKE FILTER

AL ALUMINUM

ALT ALTERNATE

AM AMP METER

AMM AMMETER

ANN ANNUNCIATOR

AO ANALOG OUTPUT

AP ANNUNCIATOR POINT

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ARTCC AIR ROUTE TRAFFIC CONTROL CENTER

ARTS AUTOMATED RADAR TERMINAL SYSTEM

AS AIR SEPARATOR

ASSY ASSEMBLY

AT AMPERE TRIP, AIR TRAFFIC

ATB AIR TERMINAL BOX

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AV ACID VENT

AVG AVERAGE

AWG AMERICAN WIRE GUAGE

AWP ACOUSTICAL WALL PANEL

AWR AUTOMATION WING REHABILITATION

& AND

@ AT

B B BOILER, BUILDING

BAT CHR BATTERY CHARGER

BC BARE COPPER

BD BOARD, BACK-DRAFT DAMPER, BLOWDOWN

BEL BELOW

BF BLIND FLANGE

BFP BACK FLOW PREVENTER

BFV BUTTERFLY VALVE

BFW BOILER FEED WATER

BHP BRAKE HORSE POWER

BKR BREAKER

BLDG BUILDING

BLKG BLOCKING

BLO BLOWER

BLV BALANCING VALVE

BM BENCH MARK, BEAM

BOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS

INTERNATIONAL, INC

BOD BOTTOM OF DUCT, BASIS OF DESIGN

BOP BOTTOM OF PIPE

BOT, BOTT BOTTOM

BPU BREAKER PROGRAMMING UNIT

BRG BEARING

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTU/H BRITISH THERMAL UNIT PER HOUR

BV BALL VALVE

BWP BACK WATER PREVENTER

BWV BACK WATER VALVE

C C CONDUIT

CA COMBUSTION AIR

CAB CABINET

CB CIRBUIT BREAKER

CC COOLING COIL

CCMS CENTRAL CONTROL AND MONITORING SYSTEM

CD CONTROL DAMPER, CEILING DIFFUSER,

CONDENSATE DRAIN

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FOOT

CG CEILING GRILLE

CH CHILLER

CI CURB INLET, CAST IRON

CIP CAST IRON PIPE, CAST IN PLACE

CIR CIRCULATING

CKT CIRCUIT

CL CENTER LINE

CLF CURRENT LIMITING FUSE

CLG CEILING

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMB COMBINATION, COMBINE, COMBUSTION AIR

GENERAL ABBREVIATIONS

TEMPORARY INTERIOR

WALL WITH DOOR

TEMPORARY DUSTPROOF

PARTITION WITH DOOR

DOOR NUMBER

WALL TYPE NUMBER

SUPPLY AIR DUCT

EMERGENCY SHOWER AND EYEWASH

FLOOR DRAIN

ELECTRICAL PANEL

SYMBOLS

LOUVER NUMBER

FLOOR SINK

FLOOR HATCH

ROOF HATCH

LADDER

SUMP

LOCKERS

FIRE EXTINGUISHER

CABINET

ACOUSTICAL BAFFLES

DPDP

FIRE RESISTANCE RATING

PARTITION TYPE DESIGNATION

FD FD

SURFACE MOUNTED SEMI-RECESSED

MATERIALS

EARTH

EARTH, ETC

GRAVEL SAND

CONCRETE TER ASPH

CONCRETE, ETC

STEEL ALUMINUM OTHER

METALS

CMU

MASONRY

BRICK TILE

FINISH EL BLKG STUD

PARTITION

WOOD

GYPSUM

PLYWOOD

LARGE SCALE SMALL SCALE

GLASS

BATT OR

LOOSE

RIGID

INSULATION

ELEVATION

SYMBOLS

CONTRACTOR'S ACCESS ROUTE

VEHICULAR TRAFFIC DIRECTION

RAISED FLOOR PANELS

PERFORATED

AIR FLOW PANEL

WALL

DEMOLITION WALL

SUSPENDED CEILING SYSTEM

RECESSED

LIGHT FIXTURES

SUPPLY AIR

CEILING DIFFUSER

RETURN AIR

CEILING REGISTER

TRANSFER AIR GRILLE

REFER TO ELECTRICAL DRAWINGS

FOR SYMBOLS

REFER TO MECHANICAL DRAWINGS

FOR SYMBOLS

LAVATORY

URINAL

WATER CLOSET

ELECTRIC WATER

COOLER

ARCHITECTURAL/STRUCTURAL LEGEND

2 X 2 2 X 4

EXISTING NEW CONSTRUCTION

REFERENCE

COLUMN LINE GRID DESIGNATION

CENTER LINES

MATCH LINE SYMBOL

BREAK LINES

ELEVATION SYMBOL

DRAWING/DETAIL TITLE

DETAIL TITLE REFERENCE

SECTION CUT

ELEVATION REFERENCE

PLAN NORTH/PROJECT NORTH

ROOM/AREA NUMBER

DEMOLITION

REVISION

REVISION DESIGNATION

SHEET NOTE NUMBER

DEMOLITION NOTE

HAZMAT NOTE, ASBESTOS

REFERTO HAZMAT DWGS FOR

SPECIFIC INFORMATION.

HAZMAT NOTE, LEAD PAINT

REFERTO HAZMAT DWGS FOR

SPECIFIC INFORMATION.

GRAPHIC SCALE

Name Elevation

A8 View Name

1/8" = 1'-0"AXXX

SHEET ON WHICH DETAIL

IS DRAWN OR SCHEDULED

DETAIL NUMBER

A001

SHEET ON WHICH

DETAIL IS DRAWN

DETAIL DESIGNATION

A001

A701

A8 E1

A001

PROJECT NORTH

MAGNETIC NORTH

KEY NORTH

Room Name

BLS202

CLOUD TO ENCOMPASS

REVISED AREA

1 RFI-0000

04 8 16268

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

GENERAL LEGEND

1,2,3

A001

DETAIL DESIGNATION

SHEET ON WHICH

DETAIL IS DRAWN DETAIL

DESIGNATION

SHEET ON WHICH

DETAIL IS DRAWN

ABATE ACM MANAGE ACM

IN PLACE

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

P L O

T D

A T

E /T

/7 /2

A M

PHILADELPHIA PAPHL ATCT and TRACON

PHL EASTERN SERVICE AREA

ENGINEERING

SERVICES TERMINAL

1/10/2022

PHL - D - TRAILER - G004

GENERAL, ARCHITECTURAL, STRUCTURAL -

LEGENDS

PHILADELPHIA (PHL) ATCT AND TRACON

TEMPORARY MODULAR OFFICE SPACE

E. ROLAF

P. SOUKAS

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

OFFICE

T105 FLM OFFICE

T106

OFFICE

T107

OFFICE

T113

OFFICE

T112

TECH OPS OFFICE

T111

TOILET

T110

TOILET

T109

CONFERENCE

T114

C O

R R

R T1

CORRIDOR

T103

CORRIDOR

T101

CORRIDOR

T102

VESTIBULE

T001

SPRINKLER RISER

ROOM

T115

SELF STUDY

T214

INSTRUCTOR OFFICE

T206

CLASSROOM 1

T207

TOILET

T210

TOILET

T211

CLASSROOM 2

T212

CLASSROOM 3

T213

OFFICE

T205

BREAKROOM

T215

CORRIDOR

T201

CORRIDOR

T202

CORRIDOR

T203

OPEN OFFICE

T204

T209

GYM

T300

T114 CONFERENCE 518 BUSINESS 15 35

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

T213 CLASSROOM 3 BUSINESS 20 14264

T214 SELF-STUDY BUSINESS 20 12229

T215 BREAKROOM BUSINESS 15 27399

TOTAL (OFFICE) 156

- REM. GROSS BUSINESS 100 424,137

T207 CLASSROOM 1 259 BUSINESS 20 13

T212 CLASSROOM 2 259 BUSINESS 20 13

LIFE SAFETY SYMBOLS:

TD = #FT

OCCUPANT LOAD:

TRAVEL DISTANCE (MAX: 300 FT)

COMMON PATH OF TRAVEL (MAX: 100 FT)

WALL-MOUNTED ABC FIRE EXTINGUISHER

X Y

CP = #FT

OCCUPANT LOAD TABLE

SHEET NOTES -

EXIT CAPACITY:

W = EXIT CAPACITY FACTOR (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

1. EXTERIOR EXIT RAMPS TO PROVIDE ACCESSIBLE MEANS OF EGRESS.

2. TOTAL TRAVEL DISTANCE TO NEAREST ACCESSIBLE EXIT DOES NOT

EXCEED ALLOWABLE COMMON PATH OF TRAVEL.

3. GYM WILL USE SINGLE MEANS OF EGRESS AS PERMITTED BY IBC.

T300 GYM BUSINESS 50 7320

CP = 98FT TD = 82FT

C P

CP = 24FT

1 1

FE FE

CP = 94FT

8 0 8

Scale: 1/8 INCH = 1 FOOT

REV. APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

KEY NORTH

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

T D

PHILADELPHIA PAPHL ATCT and TRACON

PHL EASTERN SERVICE AREA

ENGINEERING

SERVICES TERMINAL

1/10/2022

PHL - D - TRAILER - G101

LIFE SAFETY PLAN - TEMPORARY MODULAR OFFICE

AND GYM

PHILADELPHIA (PHL) ATCT AND TRACON

TEMPORARY MODULAR OFFICE SPACE

J. WATKINS

R. ALPERT

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

1/8" = 1'-0"G101

E8 LIFE SAFETY PLAN - OFFICE

1/8" = 1'-0"G101

B8 TEMPORARY MODULAR GYM LAYOUT

SITE PLAN SYMBOLS:

HYD = #FT

OCCUPANT LOAD:

TRAVEL DISTANCE TO FIRE HYDRANT (MAX: 400 FT)

FIRE SEPARATION DISTANCE (IMAGINARY LOT LINE SHOWN DASHED)

EXISTING FIRE HYDRANT

POST INDICATOR VALVE

SHEET NOTES -

1. PROPOSED PIV LOCATION MUST BE MINIMUM 20 FEET FROM BUILDING.

CHAIN WITH PADLOCK TO BE PROVIDED BY FAA.

2. EXTERIOR EXIT RAMP DOES NOT REQUIRE RATED SEPARATION FROM

BUILDING PER IBC. RAMP MUST BE SEPARATED FROM OTHER

BUILDINGS BY A MINIMUM OF 10 FEET.

3. NO EXTERIOR RATINGS REQUIRED WHERE FIRE SEPARATION

DISTANCE EXCEEDS 10 FEET.

FSD = #FT

PIV

HYD = 390FT

FSD = 10FT

OFFICE TRAILER

COMPLEX

EGRESS RAMP

GYM TRAILER

EXISTING ATCT

EXISTING BASE

BUILDING

EGRESS RAMP2

OFFICE TRAILER

COMPLEX

32 0

Scale: 1/32 INCH = 1 FOOT

32 64

REV. APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

KEY NORTH

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

T D

PHILADELPHIA PAPHL ATCT and TRACON

PHL EASTERN SERVICE AREA

ENGINEERING

SERVICES TERMINAL

1/10/2022

PHL - D - TRAILER - G102

CODE COMPLIANCE SITE PLAN

PHILADELPHIA (PHL) ATCT AND TRACON

TEMPORARY MODULAR OFFICE SPACE

J. WATKINS

R. ALPERT

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

1" = 30'-0"G102

E8 SITE CODE COMPLIANCE PLAN

1 INCH = 30 FEET

3030 60

REV.

APPROVED

DATE

DESCRIPTION JCN APVD

REVIEWED BY

APPROVER'S TITLE

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 4 3 2

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

PHL

REDLINE

DATE

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE

DRAWN BY

CHECKED BY

DEPARTMENT OF TRANSPORTATION

8 7 6 5 4 3 2 1

PHILADELPHIA

PHL TRACON

EASTERN SERVICE AREA

ENGINEERING

SERVICES

ENROUTE

1/10/2022

PHILADELPHIA (PHL) ATCT AND TRACON

BUILDING EXPANSION

P. McPARTLAND

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

P. McPARTLAND

D. TIRONA

P L O

A T

E T

I M

PHL - D - TRAILER -

REGISTERED

PROFESSIONAL

ENGINEER

No. PE076515

JUSTIN MATTHEW PASKE

Y L

GENERAL NOTES ABBREVIATIONS

1. PAY FEES FOR AND SECURE REQUIRED PERMITS FOR CONSTRUCTION.

2. OBTAIN WRITTEN APPROVAL FROM THE COR FOR DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS.

3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND

ORDINANCES. NOTIFY THE COR IMMEDIATELY IF THERE IS ANY CONFLICT BETWEEN THE APPLICABLE

ORDINANCES AND THE CONTRACT WORK.

4. COORDINATE CONSTRUCTION EFFORTS WITH ADJACENT ACTIVE CONSTRUCTION SITES.

5. USE ESTABLISHED ROADWAYS AND OBSERVE APPLICABLE WEIGHT RESTRICTIONS FOR VEHICLES AND/OR

ROADWAYS.

6. MAINTAIN TRAFFIC AND USAGE OF THE EXISTING ROADWAYS ADJACENT TO THE PROJECT. SUBMIT A

TRAFFIC CONTROL PLAN TO THE COR A MINIMUM OF 30 DAYS PRIOR TO ANY PROPOSED LANE CLOSURES

OR WORK WITHIN THE EXISTING ROADWAYS, IF REQUIRED. MAINTAIN EMERGENCY VEHICLE ACCESS AT ALL

TIMES. OBTAIN ANY LOCAL OR STATE REQUIRED PERMITS FOR LANE OR STREET CLOSURES IF NECESSARY.

7. PROVIDE TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD) REQUIREMENTS.

8. ALL DIMENSIONS ARE TO THE FACE OF CURB / EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.

9. ALL CURB / EDGE OF PAVEMENT RADII ARE 5 FEET UNLESS NOTED OTHERWISE.

10. DIMENSIONS OR VALUES ON THE PLANS TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS OR VALUES.

11. DESIGN TEMPORARY CONSTRUCTION STRUCTURES SUCH AS SHEETING AND SHORING FOR EXCAVATIONS.

PROVIDE DESIGN CALCULATIONS AND DRAWINGS SHOWING THE LOCATIONS AND CONSTRUCTION DETAILS

OF SAID TEMPORARY STRUCTURES PROPOSED. DOCUMENTS SHALL BE PREPARED AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PENNSYLVANIA.

12. NO DISTURBANCE IS ALLOWED BEYOND THE LIMITS OF DISTURBANCE INDICATED.

13. GRADES SHOWN DENOTE THE TOP OF CURB, TOP OF CONCRETE SIDEWALK/PAVEMENT OR TOP OF

FINISHED GRADE UNLESS OTHERWISE STATED ON TYPICAL SECTIONS OR DETAILS.

14. GRADES BETWEEN SPOT ELEVATIONS AND BETWEEN CONTOURS HAVE A UNIFORM SLOPE UNLESS NOTED

OTHERWISE.

15. MAXIMUM SLOPE IN ACCESSIBLE PARKING SPACES AND ACCESS AISLES IS 2% IN ANY DIRECTION.

16. MAXIMUM SLOPE IN PARKING AREAS OUTSIDE OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES IS 5%.

17. CONSTRUCT ALL ACCESSIBLE ROUTES IN ACCORDANCE WITH FEDERAL REQUIREMENTS.

18. MAXIMUM SLOPE OF DISTURBED AND RESTORED AREAS IS 3:1.

19. CONTRACTOR STAGING AND LAYDOWN AREA WILL BE COORDINATED DURING THE PRE-CONSTRUCTION

MEETING.

20. PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS DURING CONSTRUCTION

AND AT FINAL GRADING AND STABILIZATION.

21. UPON COMPLETION OF CONSTRUCTION OF THE PROJECT, THE PROJECT AREA MUST BE FREE OF DEBRIS

AND UNUSED MATERIAL. ALL DAMAGED CAUSED BY CONSTRUCTION ACTIVITIES MUST BE RESTORED TO

MEET OR EXCEED THE ORIGINAL EXISTING CONDITION AS DETERMINED BY THE COR, TO INCLUDE

PAVEMENT MARKINGS IN THE VICINITY OF CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE

GOVERNMENT.

22. LOCATE PORTABLE TOILETS A MINIMUM OF 25 FEET AWAY FROM THE NEAREST STORMWATER FEATURE

(INLET, SWALE, DITCH, POND, ETC.).

23. CONSTRUCT TEMPORARY FENCING AS NECESSARY TO SECURE THE PROJECT SITE AT ALL TIMES.

A/E AIR ENTRAINED CONCRETE

AC ACRES

ASPH ASPHALT

CO CLEANOUT

CONC CONCRETE

C&G CURB AND GUTTER

CL CENTERLINE

CLF CHAIN LINK FENCE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CF CUBIC FOOT

CP COPPER PIPE

DATUR DEPICTED ACCORDING TO UTILITY RECORDS

DHCW DOMESTIC HOT/COLD WATER

DIP DUCTILE IRON PIPE

E EASTING

EA EACH

ELEV ELEVATION

ELEC ELECTRICAL

EMH ELECTRICAL MANHOLE

EN BUILDING ENTRANCE

EOI END OF INFORMATION

EX EXISTING

FD FOUNDATION DRAIN

FH FIRE HYDRANT

FT FOOT

FFE FINISHED FLOOR ELEVATION

FOUN FOUNDATION

FOL FIBER OPTIC LINE

HP HIGH POINT

IN INCH

INV INVERT

IB IRRIGATION BOX

LAT LATERAL

LP LIGHT POLE

LF LINEAR FOOT

LOW LIMITS OF WORK

MH MANHOLE

N NORTHING

OD OUTSIDE DIAMETER

PIDS PERIMETER INTRUSION DETECTION SYSTEM

PIV POST INDICATOR VALVE

PROP PROPOSED

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

SAN SANITARY SEWER

SD STORM DRAIN

SW SIDEWALK

SQFT SQUARE FOOT

STD STANDARD

STM STORM

STMH STORM MANHOLE

TP# TEST PIT

TYP TYPICAL

TC TOP OF CURB

UNDG UNDERGROUND

UNK UNKNOWN

WV WATER VALVE

DEMOLITION NOTES

1. LIMITS AND ITEMS SHOWN FOR REMOVAL ARE BASED ON THE TOPOGRAPHIC SURVEY AND AVAILABLE

RECORD MAPPING. REMOVE ANY ITEMS NOT SHOWN WITHIN THE LIMITS OF CONSTRUCTION NECESSARY TO

COMPLETE THE REQUIRED WORK. NOTIFY COR IN WRITING OF ANY ITEMS NOT SHOWN WITHIN THE LIMITS

OF DISTURBANCE THAT REQUIRE DEMOLITION OR TEMPORARY REMOVAL TO COMPLETE THE REQUIRED

WORK.

2. PROTECT EXISTING FEATURES TO REMAIN, INCLUDING TREES, ROADS, UTILITIES, PAVING AND SIMILAR

ITEMS NOT PART OF THE CONTRACT WORK. REPAIR OR REPLACE ITEMS TO REMAIN THAT ARE DAMAGED TO

MEET OR EXCEED THEIR EXISTING CONDITION AS DETERMINED BY THE COR. STORE ITEMS REQUIRED TO BE

TEMPORARILY REMOVED IN A SAFE AND SECURE AREA. TEMPORARILY REMOVED ITEMS THAT ARE

DAMAGED DURING STORAGE OR REPLACEMENT MUST BE REPAIRED TO MEET OR EXCEED THEIR EXISTING

CONDITION AS DETERMINED BY THE COR.

3. PROVIDE CONSTRUCTION DUMPSTERS AND DISPOSE OF ALL DEBRIS AND CONSTRUCTION MATERIAL IN A

LAWFUL MANNER. DISPOSE OF WASTE IN AN APPROVED OFF-SITE WASTE DISPOSAL FACILITY.

4. COORDINATE THE LIMITS OF REMOVAL AND DISTURBANCE WITH THE SITE LAYOUT AND GRADING PLANS.

5. SAWCUT ALL ASPHALT, CONCRETE PAVEMENT, SIDEWALKS OR CURBS/CURBS AND GUTTER TO THEIR FULL

DEPTH AT THE LIMITS OF DEMOLITION. AS AN ALTERNATE, CONCRETE PAVEMENT, SIDEWALK, OR CURBS

MAY BE REMOVED TO THE NEXT JOINT. IF REMOVED TO THE NEXT JOINT, EXTEND WORK TO THE JOINT

MATCHING GRADE AT THE EXISTING INTERFACE.

6. PROVIDE A SMOOTH TRANSITION WHERE CURB, CONCRETE AND ASPHALT MEET EXISTING.

7. DEMOLISH OR ABANDON IN PLACE EXISTING UTILITIES AS SHOWN ON THE DEMOLITION PLANS.

8. EXCAVATED SOIL MAY BE USED FOR BACKFILLING AND FILL PROVIDED IT MEETS THE REQUIREMENTS OF

THE PROJECT SPECIFICATIONS.

9. EXISTING UTILITIES MUST REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION. NOTIFY AND

SCHEDULE ANY NECESSARY UTILITY INTERRUPTIONS WITH THE COR A MINIMUM OF 15 DAYS PRIOR TO THE

SERVICE INTERRUPTION.

SURVEY NOTES

UTILITY NOTES

1. TOPOGRAPHIC INFORMATION DEPICTED IN THESE PLANS IS BASED ON A FIELD RUN TOPO PERFORMED BY

GTS CONSULTANTS, INCORPORATED IN JULY 2021 . THE CONTOUR INTERVAL IS ONE (1) FOOT.

2. THE HORIZONTAL INFORMATION IN THE SURVEY IS BASED ON THE PENNSYLVANIA STATE PLANE SOUTH

COORDINATE SYSTEM (NAD83) AND IS SHOWN IN INTERNATIONAL SURVEY FEET. THE VERTICAL

INFORMATION IS BASED ON (NAVD88). SURVEY REFERENCES LOCAL SURVEY BENCHMARK: PAPH

3. VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE COR IF FIELD CONDITIONS DIFFER.

PERFORM A SITE VISIT AND BECOME FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING.

4. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN ARE BASED ON THE FIELD RUN SUBSURFACE

UTILITY LOCATING TO A QUALITY LEVEL "A". THREE TEST PITS WERE COMPLETED ALONG COMMUNICATION

DUCT BANK ALONG THE SOUTH EDGE OF THE SITE. AN ADDITIONAL TEST PIT WAS COMPLETED WHERE THE

THE COMMUNICATION AND ELECTRICAL DUCT BANK.

1. PRIOR TO CONSTRUCTION DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE LIMITS OF

DISTURBANCE. REPAIR DAMAGES TO UTILITIES DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL

COST TO THE GOVERNMENT. IF DURING CONSTRUCTION UTILITIES OTHER THAN THOSE SHOWN HEREIN

ARE DISCOVERED, IMMEDIATELY NOTIFY THE COR IN WRITING AND TAKE NECESSARY STEPS TO PROTECT

THE UTILITY AND ENSURE CONTINUITY OF SERVICE.

2. WHERE UTILITIES WILL CROSS EXISTING UTILITIES, LOCATE THE EXISTING UTILITY IN BOTH THE HORIZONTAL

AND VERTICAL AND NOTIFY THE COR IN WRITING IF THE EXISTING UTILITY WILL BE IN CONFLICT WITH THE

WORK. PRIOR TO EXCAVATING CONTACT PA ONE CALL.

3. PROVIDE A MINIMUM OF 48 INCHES OF COVER OVER WATERLINES.

4. CONFIRM UTILITY TIE-IN LOCATIONS WITH THE RESPECTIVE UTILITY OWNER PRIOR TO CONSTRUCTION.

5. EXISTING UTILITY TIE-IN LOCATIONS ARE ACTIVE UNLESS NOTED OTHERWISE.

6. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, COMMUNICATIONS, AND

ELECTRICAL PLANS TO CONFIRM BUILDING CONNECTION LOCATIONS AND SIZES PRIOR TO CONSTRUCTION.

7. DO NOT OPERATE EXISTING WATER VALVES WITHOUT PRIOR NOTIFICATION AND CONSENT OF THE COR.

8. INSTALL WATER MAINS CROSSING SANITARY SEWER ABOVE THE SANITARY SEWER WITH A MINIMUM

SEPARATION OF 18 INCHES. WHERE WATERLINES AND SANITARY SEWER RUN PARALLEL, PROVIDE A

MINIMUM SEPARATION OF 10 FEET OUTSIDE TO OUTSIDE OF PIPE WITH A VERTICAL SEPARATION OF 18

INCHES, WATER OVER SEWER.

9. THESE WATER MAIN/SERVICE DESIGN PLANS DO NOT DEPICT THE LOCATION OF EVERY NECESSARY ELBOW, TEE, CROSS, THRUST BLOCK, BEND, VALVE, OR FITTING REQUIRED. INCLUDE ALL PIPING, FITTINGS AND

APPURTENANCES REQUIRED FOR A FULLY FUNCTIONING INSTALLED SYSTEM.

10. SEE COMMUNICATIONS AND/OR ELECTRICAL PLANS FOR ALL HANDHOLE, MANHOLE, AND DUCT BANK

INSTALLATION AND DETAILS.

11. ADJUST ALL EXISTING UTILITY STRUCTURE RIMS TO MEET FINAL GRADE.

12. INSTALL SANITARY AND STORM SEWER STARTING AT THE DOWNSTREAM POINT AND CONTINUE TO WORK

UPSTREAM.

13. EXCAVATE ALL TRENCHES TO INDICATED GRADIENTS, LINES, DEPTHS, AND ELEVATIONS.

14. TAKE EXTRA CARE WHILE EXCAVATING NEAR OR WORKING IN CLOSE PROXIMITY TO EXISTING UTILITIES

AND PROTECT ALL UTILITIES THROUGHOUT CONSTRUCTIONS. HAND EXCAVATE AS NECESSARY TO AVOID

POTENTIAL DAMAGE.

15. UTILIZE TRENCH BOXES AND/OR TRENCH SHEETING OR SHORING AS REQUIRED TO PROTECT EXISTING SITE

FEATURES AND UTILITIES.

C001

GENERAL NOTES, LEGEND, AND ABBREVIATIONS

LEGEND

DEMOLISH CURB CONCRETE FOR UTILITIES

CLEAR AND GRUB

FULL DEPTH ASPHALT REMOVAL

BITUMINOUS PAVEMENT PATCHING

CONCRETE ELEVATION

BOTTOM OF CURB ELEVATION

TOP OF CURB ELEVATION

CX.X

BCX.X

TCX.X

ELECTRICAL DUCTBANK

WATER SUPPLY

SANITARY SEWER MANHOLE

LIGHT POST

SANITARY SEWER

SANITARY SEWER CLEANOUT

E ELECTRIC PULL BOX

LIMITS OF DISTURBANCE

LOD

DEMOLISH CONCRETE CURB

TEST PIT

1/10/2022

XXXXXXXXX

ELECTRIC

DUCTBANK

4' CLEAR ZONE

COMMUNICATION

DUCTBANK

L O

LOD

L O

LOD

L O

LODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

L O

D L

O D

L O

LOD

LODLODLODLODLOD

LODLODLOD

REV.

APPROVED

DATE

DESCRIPTION JCN APVD

REVIEWED BY

APPROVER'S TITLE

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 4 3 2

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

PHL

REDLINE

DATE

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE

DRAWN BY

CHECKED BY

DEPARTMENT OF TRANSPORTATION

8 7 6 5 4 3 2 1

PHILADELPHIA

PHL TRACON

EASTERN SERVICE AREA

ENGINEERING

SERVICES

ENROUTE

1/10/2022

PHILADELPHIA (PHL) ATCT AND TRACON

BUILDING EXPANSION

P. McPARTLAND

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

P. McPARTLAND

D. TIRONA

P L O

A T

E T

I M

20 0 20

Scale: 1 INCH = 20 FEET

PHL - D - TRAILER -

REGISTERED

PROFESSIONAL

ENGINEER

No. PE076515

JUSTIN MATTHEW PASKE

Y L

C101

EXISTING CONDITIONS AND DEMOLITION PLAN

C101

EXISTING CONDITIONS AND DEMOLITION PLAN

1" = 20'

LEGEND

CLEAR AND GRUB

A. SEE SHEET C001 FOR LEGEND AND ADDITIONAL

DEMOLITION NOTES.

B. INTERRUPTION TO FACILITY OPERATIONS AND/OR

UTILITY SERVICES SHALL NOT BE ALLOWED.

C. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE, TO

FULLEST EXTEND AND PROTECT EXISTING SITE

FEATURES (ABOVE AND BELOW GRADE), INCLUDING

LANDSCAPING, UNLESS THOSE FEATURES ARE SHOWN

TO BE REMOVED.

D. IDENTIFY AND MAINTAIN EXISTING CONCRETE CURB

DRAINS. CURB DRAIN DISCHARGE MUST NOT BE

OBSTRUCTED.

E. SAWCUT ALL ASPHALT, CONCRETE PAVEMENT,

SIDEWALKS OR CURBS/CURBS AND GUTTER TO THEIR

FULL DEPTH AT THE LIMITS OF DEMOLITION. AS AN

ALTERNATE, CONCRETE PAVEMENT, SIDEWALK, OR

CURBS MAY BE REMOVED TO THE NEXT JOINT. IF

REMOVED TO THE NEXT JOINT, EXTEND WORK TO THE

JOINT MATCHING GRADE AT THE EXISTING INTERFACE.

F. A FOUR FOOT CLEAR ZONE IS PROVIDED ON EITHER

SIDE OF THE ELECTRICAL DUCTBANK AS A FACTOR OF

SAFETY.

G. COORDINATE WITH COR ON STORAGE LOCATION OF

LIGHT POST AND FOUNDATION.

H. ALL DISTURBED AREAS NOT ON PAVEMENT TO BE

PERMANENTLY SEEDED.

I. UNDERGROUND UTILITY WORK TO BE STABILIZED AT

THE END OF WORK EACH DAY.

1. REMOVE TREE

2. DEMOLISH CURB FOR UTILITIES

3. FULL DEPTH ASPHALT REMOVAL

4. DEMOLISH CONCRETE PAD FOR SANITARY SEWER

5. REMOVE LIGHT POST AND FOUNDATION

GENERAL SHEET NOTES

DEMOLITION NOTES

DEMOLISH CONCRETE FOR

UTILITIES

FULL DEPTH ASPHALT REMOVAL

DEMOLISH CONCRETE CURB

TEST PIT

56.0

47.2

56.0

59.0

(TYP)

10.0

20' SETBACK

20.0

16.0

(TYP)

E T

B A

C K

65' MIN

5' MIN

8.8

4.5

3.8

5' MIN

20.5

REV.

APPROVED

DATE

DESCRIPTION JCN APVD

REVIEWED BY

APPROVER'S TITLE

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 4 3 2

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

PHL

REDLINE

DATE

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE

DRAWN BY

CHECKED BY

DEPARTMENT OF TRANSPORTATION

8 7 6 5 4 3 2 1

PHILADELPHIA

PHL TRACON

EASTERN SERVICE AREA

ENGINEERING

SERVICES

ENROUTE

1/10/2022

PHILADELPHIA (PHL) ATCT AND TRACON

BUILDING EXPANSION

P. McPARTLAND

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

P. McPARTLAND

D. TIRONA

P L O

A T

E T

I M

20 0 20

Scale: 1 INCH = 20 FEET

PHL - D - TRAILER -

REGISTERED

PROFESSIONAL

ENGINEER

No. PE076515

JUSTIN MATTHEW PASKE

Y L

C102

SITE LAYOUT PLAN

1" = 20'

A. SEE SHEET C001 FOR LEGEND AND ADDITIONAL

DEMOLITION NOTES.

B. INTERRUPTION TO FACILITY OPERATIONS AND/OR

UTILITY SERVICES SHALL NOT BE ALLOWED.

C. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE, TO

FULLEST EXTEND AND PROTECT EXISTING SITE

FEATURES (ABOVE AND BELOW GRADE), INCLUDING

LANDSCAPING, UNLESS THOSE FEATURES ARE SHOWN

TO BE REMOVED.

D. IDENTIFY AND MAINTAIN EXISTING CONCRETE CURB

DRAINS. CURB DRAIN DISCHARGE MUST NOT BE

OBSTRUCTED.

E. BUILDING LOCATION AND FOUNDATION TO BE

COORDINATED TO AVOID INTERFERENCE WITH UTILITY

DUCTBANKS.

1. CONCRETE SIDEWALK - 3,500 PSI A/E

2. CONCRETE CURB - 3,500 PSI A/E

3. JERSEY BARRIER

4. BITUMINOUS PAVEMENT PATCHING

5. CONCRETE PAD FOR ELECTRIC SWITCH GEAR

6. WOODEN RAMP OVER CONCRETE SIDEWALK (SEE ARCH PLANS

FOR WOODEN RAMP)

BITUMINOUS PAVEMENT PATCHING

C102

SITE LAYOUT PLAN

GENERAL SHEET NOTES

LEGEND

SHEET NOTES

CONCRETE JERSEY BARRIER

PROPOSED TRAILER

ELECTRIC PULL BOX

CONCRETE- 3,500 PSI A/E

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

X X

XXXXXXX

X X X X

X X

REV.

APPROVED

DATE

DESCRIPTION JCN APVD

REVIEWED BY

APPROVER'S TITLE

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 4 3 2

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

PHL

REDLINE

DATE

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE

DRAWN BY

CHECKED BY

DEPARTMENT OF TRANSPORTATION

8 7 6 5 4 3 2 1

PHILADELPHIA

PHL TRACON

EASTERN SERVICE AREA

ENGINEERING

SERVICES

ENROUTE

1/10/2022

PHILADELPHIA (PHL) ATCT AND TRACON

BUILDING EXPANSION

P. McPARTLAND

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

P. McPARTLAND

D. TIRONA

P L O

A T

E T

I M

20 0 20

Scale: 1 INCH = 20 FEET

PHL - D - TRAILER -

REGISTERED

PROFESSIONAL

ENGINEER

No. PE076515

JUSTIN MATTHEW PASKE

Y L

C103

VEHICLE CIRCULATION PLAN

1" = 20'

C103

VEHICLE CIRCULATION PLAN

EGRESS

C103

VEHICLE PROFILE: WB-40

NTS

Steering Angle

Lock to Lock Time

Articulating Angle

WB-40

Trailer Track

Tractor Track

Trailer Width

Tractor Width

12.503.00 feet

8.00

8.00:

8.00

0.00

3.00 25.50

7.50 33.00

: 6.0

20.3

70.0

BC 8.1

TC 8.6

MEET AND MATCH

EXISTING CURB

MEET AND MATCH

EXISTING CURB

BC 8.4

TC 8.9

C 8.5

9.0

C 10.5

SAN CO #3

RIM: 7.1

SAN MH #1

RIM: 7.2

SAN CO #5

RIM: 8.5

SAN CO #2

RIM: 7.1

SAN CO #1

RIM: 8.3

C 8.4

C 8.0

8.8

SAN CO #4

RIM: 7.1

REV.

APPROVED

DATE

DESCRIPTION JCN APVD

REVIEWED BY

APPROVER'S TITLE

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 4 3 2

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

PHL

REDLINE

DATE

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE

DRAWN BY

CHECKED BY

DEPARTMENT OF TRANSPORTATION

8 7 6 5 4 3 2 1

PHILADELPHIA

PHL TRACON

EASTERN SERVICE AREA

ENGINEERING

SERVICES

ENROUTE

1/10/2022

PHILADELPHIA (PHL) ATCT AND TRACON

BUILDING EXPANSION

P. McPARTLAND

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

P. McPARTLAND

D. TIRONA

P L O

A T

E T

I M

20 0 20

Scale: 1 INCH = 20 FEET

PHL - D - TRAILER -

REGISTERED

PROFESSIONAL

ENGINEER

No. PE076515

JUSTIN MATTHEW PASKE

Y L

C201

GRADING PLAN

1" = 20'

C201

GRADING PLAN

LEGEND

CONCRETE ELEVATION

GENERAL SHEET NOTES

BOTTOM OF CURB ELEVATION

TOP OF CURB ELEVATION

CX.X

BCX.X

TCX.X

A. CONTRACTOR SHALL GRADE TO DRAIN.

B. MAX SLOPE TO GRADE OUT 3H : 1V ON GRASS.

1. WOODEN RAMP OVER CONCRETE SIDEWALK (SEE ARCH PLANS

FOR WOODEN RAMP)

SHEET NOTES

ELECTRIC

DUCTBANK

4" DIP FIRE

WATER LINE

4' of 6" PVC @ 0.50%

SAN CO #1

RIM:8.3

INV:3.92

3' of 6" PVC @ 0.50%

6" PVC 45° BEND

21' of 6" PVC @ 0.50%

6" PVC 45° BEND

15' of 6" PVC @ 0.50%

69' of 6" PVC @ 0.50%

15' of 6" PVC @ 0.50%

6" PVC 45° BEND

21' of 6" PVC @ 0.50%

3' of 6" PVC @ 0.50%

SAN CO #5

RIM:8.5

INV:3.24

4' of 6" PVC @ 0.50%

76' of 6" PVC @ 0.50%

SAN CO #3

RIM:7.1

INV:3.02

72' of 6" PVC @ 0.50%

(2) 6" PVC 45° BEND

2' of 6" PVC @ 0.50%

SAN MH #1

RIM:7.2

INV IN: 3.07 6" PVC

INV IN: 3.39 6" PVC

INV OUT: 3.39 6" PVC

SAN CO #2

RIM:7.1

INV:3.74

SAN LIFT STATION #1

RIM:9.9

SUMP: 0.46

INV IN: 2.61 6" PVC

45° BEND 4" DIP

SITE LIGHTING

SPLICE. SEE

ELECTRICAL

PLANS.

4" DIP TEE

CONNECTION

COORDINATE WITH TRAILER

MANUFACTURER

FIRE PROTECTION

SITE LIGHTING SPLICE.

SEE ELECTRICAL

PLANS.

SEE ELECTRICAL

PLAN

SEE ELECTRICAL

PLAN (TYP)

ELECTRIC

EQUIPMENT PAD

COORDINATE

WITH TRAILER

MANUFACTURER

COORDINATE

WITH TRAILER

MANUFACTURER

SEE ELECTRICAL

PLAN (TYP)

4' of 6" PVC @ 0.50%

SAN CO #4

RIM:7.1

INV:2.66

DOMESTIC WATER SUPPLY

SEE PLUMBING

PLAN - P001

3/4" TYPE-K COPPER

DOMESTIC WATER

LINE

REV.

APPROVED

DATE

DESCRIPTION JCN APVD

REVIEWED BY

APPROVER'S TITLE

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 4 3 2

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

PHL

REDLINE

DATE

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE

DRAWN BY

CHECKED BY

DEPARTMENT OF TRANSPORTATION

8 7 6 5 4 3 2 1

PHILADELPHIA

PHL TRACON

EASTERN SERVICE AREA

ENGINEERING

SERVICES

ENROUTE

1/10/2022

PHILADELPHIA (PHL) ATCT AND TRACON

BUILDING EXPANSION

P. McPARTLAND

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

P. McPARTLAND

D. TIRONA

P L O

A T

E T

I M

20 0 20

Scale: 1 INCH = 20 FEET

PHL - D - TRAILER -

REGISTERED

PROFESSIONAL

ENGINEER

No. PE076515

JUSTIN MATTHEW PASKE

Y L

C501

UTILITY PLAN

1" = 20'

C501

UTILITY PLAN

A. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

UTILITIES. ALL UTILITY CONNECTION POINTS TO

EXISTING UTILITIES TO BE TEST PITTED TO VERIFY

CONNECTION LOCATION.

B. SEE ELECTRICAL PLANS FOR ELECTRICAL

CONNECTIONS INTO BUILDINGS.

C. SEE PLUMBING PLANS FOR PLUMBING CONNECTIONS

INTO BUILDING.

D. ALL EXISTING SITE POLE LIGHT FIXTURES WITHIN THE

PROJECT LIMITS SHALL BE REPLACED WITH NEW LIGHT

POLE FIXTURES. MANUFACTURE INFORMATION TO BE

PROVIDED BY FAA.

E. CONTRACTOR SHALL LOCATE SANITARY SEWER AND

VERIFY ELEVATION PRIOR TO SEWER INSTALLATION.

F. TRAILER INSTALLER TO TEST DOMESTIC WATER BEFORE

OCCUPANCY.

G. LIFT STATION #1

G.1. EXISTING INVERT (FROM SURVEY)

INVERT A - 4.44'

INVERT B - 4.44'

INVERT C - 2.82'

INVERT D - 3.39'

INVERT E - 0.46

G.2. PROPOSED INVERT

INVERT F - 2.61' - ADJUST LIFT STATION

CONTROLS SO THAT LIFT STATION DOES NOT BACK UP

INTO PROPOSED PIPE.

H. MAINTAIN AIRPORT SECURITY DURING CONSTRUCTION

ALONG SITE PERIMETER FENCE.

GENERAL SHEET NOTES

LEGEND

ELECTRICAL DUCTBANK

WATER SUPPLY

SANITARY SEWER MANHOLE

LIGHT POST

SANITARY SEWER

SANITARY SEWER CLEANOUT

E ELECTRIC PULL BOX

PIV

POST INDICATOR VALVE

APPROVED

DATE

DESCRIPTION JCN APVD

REVIEWED BY

APPROVER'S TITLE

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 4 3 2

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

PHL

REDLINE

DATE

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE

DRAWN BY

CHECKED BY

DEPARTMENT OF TRANSPORTATION

8 7 6 5 4 3 2 1

PHILADELPHIA

PHL TRACON

EASTERN SERVICE AREA

ENGINEERING

SERVICES

ENROUTE

1/10/2022

PHILADELPHIA (PHL) ATCT AND TRACON

BUILDING EXPANSION

P. McPARTLAND

PHL ATCT AND TRACON

PHILADELPHIA

PENNSYLVANIA

P. McPARTLAND

D. TIRONA

P L O

A T

E T

I M

PHL - D - TRAILER -

REGISTERED

PROFESSIONAL

ENGINEER

No. PE076515

JUSTIN MATTHEW PASKE

Y L

NTS

C541

CLEANOUT

C501

REF

FLOW

COMPRESSION PLUG OR CAP

RISER SAME SIZE AS LINE

TO WHICH CLEANOUT

CONNECTS

FINISH GRADE

NOTES:

1. FERRULE AS SHOWN IS APPLICABLE TO 4"-8" PIPE. FOR 10"-15" PIPE USE A

BLIND PLUG.

2. SUBSTITUTE CONNECTION TO UPSTREAM LINE FOR PLUG, WHERE SHOWN

ON PLANS.

3. COVER SHALL BE CAST WITH LETTERS "C.O." ON TOP.

4. CLEANOUTS SHALL BE STANDARD TYPE UNLESS NOTED ON PLANS.

NOTES

1. STRUCTURES SHALL BE PRECAST

CONCRETE, STRUCTURES, FRAMES,

AND COVERS DESIGNED FOR HS-20

2. EXTERIOR SURFACES SHALL BE GIVEN

TWO COATS OF BITUMINOUS

WATER-PROOFING MATERIAL.

3. JOINT SEALANT BETWEEN PRECAST

SECTIONS SHALL BE PREFORMED

BUTYL RUBBER.

4. STANDARD SEWER MANHOLE FRAME

AND COVER SHALL BE SET IN FULL

MORTAR BED. ADJUST TO GRADE WITH

SEWER BRICK AND MORTAR (2 BRICK

COURSES TYPICALLY, 5 BRICK

COURSES MAXIMUM).

30"

DIA.

ACCESS

12"

48" DIA. MANHOLE

ALTERNATE TOP SLAB

(STEEL REINFORCED FOR HS-20 LOADING)

30"

DIA.

ACCESS

FINISHED

GRADE

SEE NOTE 4

SEE NOTE 2

SEE NOTE 3

FLEXIBLE WATERTIGHT

GASKET OR SLEEVE

ECCENTRIC

CONE SECTION

SEE ALTERNATE

TOP SLAB

RISER

SECTION(S)

AS REQ'D

MONOLITHIC

BASE

SECTION

12"

TYP

48" DIA

MANHOLE

(MINIMUM)

DIA

VARIES

12"

OUTLET

SHELF TO BE SEWER

BRICK LAID FLAT AT A

SLOPE OF 1"/FOOT

#57 STONE

COMPACTED SUBGRADE

ARCH INVERT TO BE CONSTRUCTED

WITH SEWER BRICK LAID AS

STRETCHERS AND ON EDGE.

BRICK CHIP AND

MORTAR OR CEMENT

CONCRETE FILL

NTS

C541

SANITARY SEWER MANHOLE

C501

REF

C541

UTILITY DETAILS

CORE DRILL EXISTING

STRUCTURE.

FLEXIBLE WATERTIGHT

GASKET OR SLEEVE

NTS

C541

CONNECTION TO EXISTING LIFT STATION

C501

REF

EXISTING

SURFACE

COURSE

EXISTING

STABILIZED BASE

CUT STRAIGHT EDGE TO

PREPARE FOR PAVING

BY OTHERS

2" BITUMINOUS SURFACE

COURSE BY OTHERS

TACK COAT BY OTHERS

ROUGH SURFACE

8" CONCRETE BASE

COMPACTED BACKFILL

BY THIS CONTRACTOR

CONCRETE

ENCASED DUCT

12"

1.00'

FRONT VIEW

SIDE VIEW

#4 @12" O.C. (TYP)

C L R

I N

NOTES:

1. MIN. CONCRETE STRENGTH fc' = 4000psi A/E

2. REFER TO SITE PLAN FOR FOR SLAB DIMENSIONS AND LOCATIONS.

3. EXTEND THE LENGTH AND WIDTH OF THE CONCRETE UTILITY PAD A MINIMUM OF 6 INCHES

BEYOND THE LENGTH AND WIDTH OF THE SELECTED UTILITY EQUIPMENT ON EACH SIDE.

4. COORDINATE ANY CONDUIT PENETRATIONS WITH SELECTED ELECTRICAL/MECHANICAL

EQUIPMENT.

5. SEE GRADING PLAN FOR UTILITY PAD ELEVATIONS.

6. SLOPE CONCRETE TOP TO PREVENT STANDING WATER.

6" 6"6"

NTS

C541

CONCRETE UTILITY PAD

C501

REF

NTS

C541

UTILITY TRENCH

C501

REF

MINIMUM

DEPTH

2'-0"

REMOVABLE IRON-BODY FERRULE W/

COUNTERSUNK BRASS SCREW PLUG

CONCRETE

PAVEMENT

CAST IRON FRAME & COVER

TWO CU. FT. CONCRETE

AGAINST UNDISTURBED

EARTH

45° LONG RADIUS BEND

SEE PLAN FOR MAIN DIAMETER

WYE

FROST

DEPTH

PUMP

EQUIPMENT

INLET PIPE

EXISTING OUTFALL

FORCE MAIN

WATER

STOP

FINISHED

GRADE

21A COMPACTED SUBBASE

(95% STANDARD PROCTOR)

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 22, 2022.