MALS Project Drawings.pdf

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REPLACEMENT OF MALS SHELTER FOR R/W 05

NORTH CENT -........r-----wL STATE AIRPORT

PAWTUCKET, RHODE ISLAND

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04/23/2019 CONSTRUCTION, DT #17464 1304127 07/09/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE APVD

DATE

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ATO - TECHNICAL OPERATIONS

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MALS

R/W 05 MALS SHELTER REPLACEMENT

COVER SHEET

PAWTUCKET NORTH CENTRAL STATE AIRPORT

REVIEWED BY

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THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATION SYSTEM

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DRAWING NUMBER

SFZ-1304127-G001

SFZ-1304127-G002

SFZ-1304127-G003

SFZ-1304127-G004

SFZ-1304127-C001

SFZ-1304127-C002

SFZ-1304127-C003

SFZ-1304127-C004

SFZ-1304127-Q001

SFZ-1304127-Q002

SFZ-1304127-Q003

SFZ-1304127-S001

SFZ-1304127-E001

SFZ-1304127-E002

SFZ-1304127-E003

REFERENCE NUMBER

*sfz22613070

DRAWING LIST

DRAWING TITLE

COVER SHEET

INDEX SHEET

GENERAL NOTES AND GFM LIST

GENERAL AIRPORT LAYOUT

SITE LAYOUT PLAN

SITE PLAN

DISTRIBUTION RACK DETAILS

MISCELLANEOUS DETAILS

FLOOR PLAN AND INTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

GROUNDING PLAN

FOUNDATION DESIGN

F A-21000 EQUIPMENT WIRING DETAILS

F A-9877 SYSTEM LAYOUT & WIRING DIAGRAM

F A-9877 ELECTRICAL WIRING DIAGRAM

DRAWING TITLE

MALSR R/W 5 - PLAN & PROFILE

* THESE ARE EXISTING FAA FACILITY DRAWINGS WHICH MAY BE

PROVIDED ON REQUEST FOR INFORMATION ONLY

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ABBREVIATIONS

- AMP

- AIR TO GROUND

- ABOVE GROUND/GRADE LEVEL

- AIR OPERATIONS AREA

- AIRPORT REFERENCE POINT

- AUTOMATED SURFACE OBSERVATION SYSTEM (NWS)

- AIR TRAFFIC

- AUTOMATIC TERMINAL INFORMATION SERVICE

- AMERICAN WIRE GAUGE

- BELOW GROUND/GRADE LEVEL

- BUILDING

- BARE SOLID COPPER

- CONTROL

- CENTERFIELD WIND

- CIRCUIT

- CONDUIT (DUCT)

- CONTRACTING OFFICER (FAA)

- CONTRACTING OFFICER'S REPRESENTATIVE (FAA)

- DIAMETER

- DISCONNECT

- DISTANCE MEASURING EQUIPMENT

- DME CORPORATION

- DISTRIBUTION UNIT

- DRAWING

- ELEVATION

- ELECTRIC METALLIC TUBING

- END OF RUNWAY

- FEDERAL AVIATION ADMINISTRATION

- FIXED BASE OPERATOR

- FOUNDATION

- FOREIGN OBJECT DEBRIS

- FEET

- GENERAL AVIATION

- GALVANIZED

- GROUND FAULT CIRCUIT INTERRUPTER

- GOVERNMENT FURNISHED MATERIAL

- GROUND

- GALVANIZED RIGID STEEL CONDUIT

- HERTZ

- INCH

- INSULATED

- IDENTIFIER UNIT ASSEMBLY

- KILOHERTZ

- KILOVOLT

- KILOVOLT AMPERE

- MEDIUM INTENSITY APPROACH LIGHT SYSTEM (MALS)

WITH RUNWAY ALIGNMENT INDICATOR LIGHTS (RAIL)

- MAXIMUM

- MEGAHERTZ

- MINIMUM

- MULTI-POINT (GROUND)

- MEAN SEA LEVEL

- NEUTRAL

- NOT APPLICABLE

- NATIONAL AIRSPACE SYSTEM

- NON-DIRECTIONAL BEACON

- NATIONAL ELECTRIC CODE

- NOTICE TO AIRMEN

- NATIONAL WEATHER SERVICE

- OBSTRUCTION

- OBJECT FREE AREA

- POWER

- PRECISION APPROACH PATH INDICATOR

- POWER AND CONTROL UNIT

- PANEL

- PAIR

- PRIMARY

- POLYVINYL CHLORIDE

- RUNWAY

- RESIDENT ENGINEER (FAA/TSSC)

- RUNWAY END IDENTIFIER LIGHTS

- RUNWAY EDGE LIGHTS

- REQUIRED

- RADIO FREQUENCY

- REMOTE RADIO CONTROL SYSTEM

- RUNWAY SAFETY AREA

- REMOTE TRANSMITTER/RECEIVER

- RUNWAY VISUAL RANGE

- SCHEDULE

- SECONDARY

- SYSTEM MANAGEMENT OFFICE (FAA)

- SINGLE-POINT (GROUND)

- SURGE PROTECTION DEVICE

- STAINLESS STEEL

- SYSTEM SUPPORT CENTER (FAA)

- STATION

- TELEPHONE

- TAXIWAY

- TAXIWAY EDGE LIGHTS

- TELEPHONE COMPANY

- THRESHOLD

- TAXIWAY SAFETY AREA

- FAA TECHNICAL SUPPORT SERVICE CONTACT (PARSONS)

- TYPICAL

- UNINTERRUPTIBLE POWER SOURCE/SUPPLY

- VOLT

- VERY HIGH FREQUENCY

- WITH

- WIND SOCK

- TRANSFORMER

- TRANSMITTER

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SYMBOLS LEGEND

SUBTITLE REFERENCE

REFERENCE NUMBER/LETTER

(PLAN, DETAIL/ ELEVATION, SECTION)

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LSHEET NUMBER($) WHERE CALLOUT($) TO PLAN,

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SECTION CALLOUT REFERENCE

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DETAIL CALLOUT REFERENCE

DETAIL REFERENCE NUMBER

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DETAIL [$ LOCATED

DRAWING PREFIXES

GXXX - GENERAL

CXXX - CIVIL

EXXX - ELECTRICAL

SXXX - STRUCTURAL

OXXX - EQUIPMENT

04/23/2019 CONSTRUCTION, DT #17464 1304127 07/09/2018

REV APPROVED

DATE DESCRIPTION

DEPARTMENT OF TRANSPORTATION

JCN REDLINE

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FEDERAL AVIATION ADMINISTRATION °

ATO -TECHNICAL OPERATIONS EASTERN SERVICE AREA g ~-----------------------------l~R i ~ 0 ~

MALS

R/W 05 MALS SHELTER REPLACEMENT

INDEX SHEET

PAWTUCKET NORTH CENTRAL STATE AIRPORT , - RI

REVJEWED BY

SUBMITTED BY

APPROVEDBY/ ~ (,,, l JI S. FINI 'fERTY #,; -

PROJECT ENGINEER MGR: ENGINEERING CENTER

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GENERAL NOTES:

1, THIS DRAWING PACKAGE DETAILS THE WORK REQUIRED TO REPLACE THE MALS SHELTER ASSOCIATED WITH RUNWAY 5

AT THE NORTH CENTRAL STATE AIRPORT IN SMITHFIELD, RI.

2, WORK ASSOCIATED WITH THIS PROJECT IS LOCATED ON THE AIRFIELD OF THE NORTH CENTRAL STATE AIRPORT, NO MOVEMENT BY CONTRACTORS, SUB-CONTRACTORS, OR DELIVERY VEHICLES SHALL BE MADE ON THE ACTIVE AIR OPERATIONS AREA (AOAJ OR AIRCRAFT MOVEMENT AREA WITHOUT ESCORT BY THE FAA CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE (CORJ, THE PARSONS RESIDENT ENGINEER (RE), A RIAC OPERATIONS REPRESENTATIVE, OR DESIGNATED CONTRACTOR ESCORT VEHICLES. THE CONTRACTOR SHALL CERTIFY IN WRITING THAT ALL DRIVING EMPLOYEES, SUBCONTRACTOR EMPLOYEES AND DELIVERY EMPLOYEES HAVE READ AND UNDERSTAND THE FAA AIRPORT GROUND VEHICLE OPERATIONS GUIDE

(DOT/FAA/AAS-310 98/001) PER FAA ORDER 5200.7A.

3, THE CONTRACTOR SHALL ARRANGE FOR AND ABIDE BY ALL BADGING AND ACCESS REQUIREMENTS OF THE RHODE ISLAND AIRPORT CORPORATION (RIACJ (AIRPORT AUTHORITY) TO WORK ON THE AIRFIELD. SECURITY BADGING SHALL BE ON DISPLAY AT ALL TIMES WHILE ON THE AIRFIELD. THE SECURITY BADGING PROCESS MAY TAKE UP TO TWO WEEKS AND REQUIRES A NOMINAL FEE, 4, CONTRACTOR ACCESS ROUTES, STAGING AREAS AND EMPLOYEE PARKING AREAS SHALL BE APPROVED IN ADVANCE BY THE

AIRPORT AUTHORITY,

5, THE CONTRACTOR'S VEHICLES SHALL BE EQUIPPED WITH AN APPROVED ROTATING BEACON AND/OR ORANGE AND WHITE FLAGGING, 6, THE CONTRACTOR'S CREW SHALL BE EQUIPPED WITH A RADIO AND SHALL MONITOR AIR TRAFFIC, AT ALL TIMES, ON THE APPROPRIATE FAA FREQUENCIES (123,075 CTAF) OR AS SPECIFIED BY THE AIRPORT AUTHORITY ON ANY

GIVEN DAY.

7. WORK ON THE AOA AND WITHIN 250 FEET OF THE RUNWAY CENTERLINE AND 1000 FEET FROM THE RUNWAY THRESHOLD (DEFINED AS THE RUNWAY SAFETY AREA (RSA)) WILL REQUIRE A RUNWAY SHUTDOWN. WORK ON THE AOA AND WITHIN THE RSA SHALL REQUIRE BEING PERFORMED DURING DESIGNATED NIGHT HOURS TO BE ESTABLISHED BY ATC AND THE AIRPORT AUTHORITY. ANY ACTIVITIES INVOLVING CRANES OR OTHER EQUIPMENT EXCEEDING 15 FEET IN HEIGHT MAY ALSO REQUIRE A RUNWAY SHUTDOWN OR OTHER PROVISIONS, COORDINATE ALL SUCH ACTIVITIES AND REQUIRED SHUTDOWNS WITH THE COTR/RE, AND THE AIRPORT AUTHORITY

AT LEAST 48 HOURS IN ADVANCE.

8, WORK ASSOCIATED WITH FAA FACILITIES MAY REQUIRE A SHUTDOWN, COORDINATE ALL RELATED ACTIVITIES AND REQUIRED

SHUTDOWNS WITH THE FAA SSC AT LEAST 48 HOURS IN ADVANCE.

9, THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE. EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE WORK SITE AT THE END OF EACH WORK SHIFT, THE CONTRACTOR SHALL KEEP THE WORK SITE FREE OF CONSTRUCTION DEBRIS AND OTHER FOREIGN OBJECT DEBRIS (FOO) AT ALL TIMES. THE CONTRACTOR SHALL CONDUCT FOD INSPECTIONS OF ALL VEHICLES PRIOR TD DRIVING ON THE ADA, THE CONTRACTOR SHALL BE PREPARED TO REMOVE ANY OUST, DIRT, MUD OR OTHER FOD TRACKED OR OTHERWISE LEFT ON THE ADA AT ALL TIMES, ADDITIONALLY, THE CONTRACTOR SHALL ENSURE THAT ALL PUBLIC AND PRIVATE

ROADS ARE ALSO CLEAR OF CONSTRUCTION DEBRIS.

10. THE CONTRACTOR SHALL STRICTLY COMPLY WITH ALL OSHA REGULATIONS AT ALL TIMES. THE COR AND/OR RE RESERVES THE RIGHT TO SUSPEND THE PROJECT SHOULD HE OR SHE DETERMINE THAT AN UNSAFE CONDITION EXISTS.

11, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIAL UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND REQUIRED TEMPORARY POWER UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL REQUIRED PERMITS, COORDINATION, AND SCHEDULED SHUTDOWNS.

12, ALL MATERIAL FURNISHED FOR THIS PROJECT IS INDICATED AS "GOVERNMENT FURNISHED MATERIAL (GFMJ". DELIVERY OF GFM SHALL BE CONDUCTED BY THE FAA, THE GFM LIST INCLUDES SPARES FOR SOME ITEMS, TEST EQUIPMENT, AND AIMING DEVICE(SJ.

ALL SPARES AND EXTRA GFM ITEMS SHALL BE RETURNED TO THE FAA, IN WORKING ORDER, AT THE CONCLUSION OF THE

CONSTRUCTION.

13, THE CONTRACTOR SHALL LEGALLY, IN ACCORDANCE WITH LOCAL STATE AND FEDERAL LAWS, DISPOSE OF ALL MATERIAL AND EQUIPMENT NOT RETURNED TO OR RETAINED BY THE FAA, OR AIRPORT AUTHORITY. PROOF OF PROPER DISPOSAL MAY BE REQUIRED,

14. IF CONDITIONS ARE DIFFERENT THAN THOSE INDICATED IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE (COTRJ PRIOR TD PROCEEDING WITH CONSTRUCTION, SITE WORK:

1. ALL DIMENSIONS, ELEVATIONS, CONTOURS AND HEIGHTS INDICATED ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD

BY THE CONTRACTOR,

2, ALL TRENCHES AND EXCAVATIONS WITHIN 250 FEET OF THE RUNWAY CENTERLINE AND 1000 FEET FROM THE RUNWAY THRESHOLD (RSA) SHALL NOT BE LEFT OPEN OVERNIGHT AND SHALL BE BACKFILLED AND COMPACTED TO MATCH THE EXISTING GRADE BEFORE LEAVING THE SITE, STEEL PLATES MAY BE USED AS AN ALTERNATIVE ONLY WITH WRITTEN PERMISSION BY THE COTR AND AIRPORT AUTHORITY, THEREFORE, IT IS RECOMMENDED THAT THE CONTRACTOR SHALL NOT EXCAVATE MORE THAN CAN BE BACKFILLED AND

COMPACTED DURING ONE WORK DAY.

3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE, OTHER UTILITIES MAY NOT BE SHOWN, THE CONTRACTOR SHALL FIELD LOCATE ALL SUBSURFACE UTILITIES PRIOR TO ANY EXCAVATION OR DIRECTIONAL BORING OPERATIONS. DIRECT EARTH BURIED (DEB) RUNWAY AND TAXIWAY LIGHTING POWER CABLES AND OTHER FAA FACILITY POWER CABLES ARE HIGH VOLTAGE. FORTY-EIGHT (48) HOUR (MINIMUM) NOTICE BY THE CONTRACTOR TO THE COTR, THE AIRPORT AND THE FAA SSC IS REQUIRED FOR ALL UTILITY MARKING AND/OR FACILITY SHUTDOWNS. HAND DIG IN AREAS WHERE NEW CONDUIT RUNS

OVER EXISTING DEB CABLES,

4, THE CONTRACTOR SHALL BE PREPARED TO IMMEDIATELY REPAIR ANY UTILITIES DAMAGED DURING EXCAVATION OPERATIONS AND

SHALL CONDUCT ALL SUCH REPAIRS AT CONTRACTOR'S EXPENSE.

5. ALL UNDERGROUND CABLE SHALL BE IN CONDUIT EXCEPT FOR BARE COPPER GROUND CABLE, GUARD WIRE, COUNTERPOISE, AND WHERE OTHERWISE INDICATED. UNDERGROUND CONDUIT SHALL BE 24 INCHES (MINIMUM) BELOW GRADE EXCEPT WHEN INTERFACING HANDHDLE ENTRANCES OR EXISTING CONDUIT AT OTHER DEPTHS OR WHERE OTHERWISE INDICATED, UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC (SCH 80) EXCEPT WHERE OTHERWISE INDICATED. PVC CEMENT SHALL BE USED AT ALL PVC CONNECTIONS AND JOINTS, WHERE GALVANIZED RIGID STEEL CONDUIT (GRSCJ MAY BE SPECIFIED, GRSC FITTINGS SHALL BE THREADED TYPE. EXPOSED THREADS SHALL BE SEALED WITH AN APPROVED SEALANT TO PREVENT CORROSION PRIOR TO BACKFILL OPERATIONS. ALL CONDUITS SHALL BE CLEANED OF DEBRIS, AND A NYLON PULL WIRE SHALL BE INSTALLED IN ALL CONDUITS.

ENDS OF SPARE DUCTS SHALL BE PLUGGED OR CAPPED.

6. ALL EXTERIOR CONDUITS ENTERING BUILDINGS (EXCEPT THOSE WITH GROUNDING CONDUCTORS ONLY) SHALL HAVE EXPANSION/ DEFLECTION COUPLINGS. AN APPROVED GROUND JUMPER SHALL BE INSTALLED BETWEEN METALLIC CONDUIT ON EACH SIDE OF COUPLING UNLESS COUPLING IS INTERNALLY GROUNDED, SEAL ALL CONDUITS ENTERING A BUILDING OR JUNCTION BOX FROM

UNDERGROUND WITH DUCT SEAL,

7, CONCRETE CABLE/DUCT MARKERS SHALL BE INSTALLED WHERE INDICATED ON THE DRAWINGS AND/OR AT EVERY CHANGE IN DIRECTION AND EVERY 200 FEET (MAX). CABLE/DUCT MARKERS SHALL BE PIGMENTED ORANGE AND SHALL NOT EXTEND MORE

THAN 1 INCH ABOVE FINAL GRADE,

8, BACKFILL FOR CABLE OR DUCT TRENCHES OR FOR OTHER EXCAVATIONS SHALL BE PLACED IN LAYERS NOT EXCEEDING 8 INCHES AND EACH LAYER SHALL BE THOROUGHLY COMPACTED TD WITHIN 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH AASHTO T-180, WHERE FILL IS REQUIRED IN THE RUNWAY/TAXIWAY SAFETY AREA, WORK SHALL COMPLY WITH FAA AC 150/5370-10C. IF REQUIRED, THE CONTRACTOR SHALL ARRANGE FOR AN INDEPENDENT FIELD TEST TO VERIFY

PROPER COMPACTION.

9. THE EXISTING GRADE SURROUNDING THE FOUNDATION OR TRENCH WORK SHALL BE STABILIZED AND PROTECTED FROM EROSION DURING AND IMMEDIATELY AFTER COMPLETION OF THE FOUNDATION OR CONDUIT INSTALLATION AND ALL REQUIRED EXCAVATION

AND BACKFILL.

10. ALL DISTURBED AREAS SHALL BE RESTORED TO PRIOR CONDITION AT A MINIMUM, FINAL CONDITION SHALL BE APPROVED BY THE FAA AND THE AIRPORT AUTHORITY. ALL DISTURBED PAVED AREAS SHALL BE REPAVED TD AIRPORT STANDARDS.

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FOUNDATION WORK:

1. ALL CONCRETE WORK SHALL COMPLY WITH ACl-304, "MEASURING, TRANSPORTING, MIXING, AND PLACING

CONCRETE" ACI-308, "STANDARD SPECIFICATIONS FOR CURING CONCRETE", AND ACI-347, "GUIDE

TO FORMWORK FOR CONCRETE".

2, CONCRETE SHALL BE HIGH EARLY STRENGTH AND DEVELOP 3000 PSI IN 28 DAYS WITH A MAXIMUM SLUMP OF 3 INCHES AND A MAXIMUM AGGREGATE SIZE OF 3/4 INCHES, EXCEPT WHERE OTHERWISE INDICATED.

CONCRETE MIX SHALL CONTAIN AN AIR ENTRAINING AGENT CONFORMING TO ASTM-C-120.

3. ALL REINFORCEMENT STEEL SHALL COMPLY WITH ASTM A-615, GRADE 60.

4. ALL ANCHOR BOLTS AND OTHER HARDWARE SHALL BE STAINLESS STEEL, UNLESS OTHERWISE INDICATED.

5. EXPANSION ANCHORS, IF USED, SHALL BE HILT! HSL HEAVY DUTY ANCHORS OR APPROVED EQUAL AND SHALL

BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

6, ALL CONDUIT ENTRANCES SHALL BE CAPPED UNTIL EQUIPMENT INSTALLATION,

ELECTRICAL WORK:

1, ALL ELECTRICAL WORK SHALL CONFORM TO FAA-C-1217F, AND FAA-C-1391B, SPECIFICATIONS ANO IN NO CASE SHALL

VIOLATE THE NATIONAL ELECTRIC CODE (NFPA 70, NEC),

2, THE CONTRACTOR SHALL MAKE ALL POWER SERVICE, CONTROL, AND GROUND TERMINATIONS.

3. ALL FLEXIBLE LIQUIDTIGHT CONDUIT SHALL HAVE A CONTINUOUS BUILT-IN COPPER BONDING CONDUCTOR.

4. ALL CABLES SHALL BE AWG, 600V RATED, THWN OR APPROVED EQUAL, UNLESS OTHERWISE NOTED.

5. ALL CONTROL/DATA CABLE SHALL BE TWISTED, INDIVIDUALLY SHIELDED. SEE FAA-E-2D42C

6. EACH CIRCUIT SHALL MAINTAIN AN INDIVIDUAL NEUTRAL AND GROUND CONDUCTOR. NO SHARED NEUTRALS OR GROUNDS

WILL BE PERMITTED.

7, NEUTRAL CONDUCTORS SHALL REMAIN ISOLATED FROM GROUND IN ALL LOCATIONS EXCEPT AT POWER SERVICE ENTRANCE.

8, AS SHOWN, POWER CABLES AND CONTROL/DATA CABLES SHALL RUN IN CONDUIT INDEPENDENT OF EACH OTHER, SEPARATE POWER AND CONTROL/DATA CABLES IN COMMON HANDHOLES, ENCLOSURES AND SHELTER SQUARE DUCT WIREWAY.

9. ALL CABLES SHALL BE PROPERLY COLOR CODED AND PERMANENTLY LABELED AT EACH END AND IN EACH HANDHOLE.

ALL CABLES IN HANDHOLES SHALL BE LOOPED AROUND SEVERAL TIMES,

10, A DYNAMOMETER GRADUATED TO ACTUALLY INDICATE THE PROPER TENSION FOR ANY CABLE BEING PULLED THROUGH UNDERGROUND CONDUIT OR DUCT SHALL BE USED. SEE LATEST VERSION OF FAA ORDER 6950.22

11. ALL SPLICES SHALL BE AVOIDED TO THE MAXIMUM EXTENT POSSIBLE. HIGH VOLTAGE (5KV) SPLICES SHALL BE MADE ONLY WITH WRITTEN APPROVAL FROM THE COTR. ALL OTHER UNDERGROUND SPLICES SHALL BE CONDUCTED IN

HANDHOLES ONLY AND AS APPROVED BY THE COTR, SEE FAA-C-1391B.

12. ALL PVC CONDUIT SHALL BE SCHEDULE 80 UNLESS OTHERWISE NOTED.

13, ALL TERMINAL STRIPS SHALL BE PROPERLY SIZED FOR REQUIRED CONDUCTORS.

ELECTRICAL GROUNDING:

1. ALL ELECTRICAL AND ELECTRONICS GROUNDING SHALL MEET OR EXCEED ALL PROVISIONS OF THE LATEST EDITION OF:

FAA-STD-019. LIGHTNING AND SURGE PROTECTION, GROUNDING, BONDING AND SHIELDING REQUIREMENTS FOR FACILITIES AND ELECTRONIC EQUIPMENT: NFPA 70. NATIONAL ELECTRICAL CODE (NECJ: NFPA 780. STANDARD FOR THE

INSTALLATION OF LIGHTNING PROTECTION SYSTEMS.

2. ALL GROUND RODS SHALL BE COPPER CLAD STEEL, 3/4 INCH DIAMETER AND 10 FEET LONG. GROUND RODS SHALL BE DRIVEN SUCH THAT THE TOP OF ROD IS NO LESS THAN 12 INCHES BELOW GRADE. ALL BUILDING COUNTERPOISE SHALL

BE 24" BELOW GRADE (MINIMUM).

3. ALL UNDERGROUND GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED, UNLESS OTHERWISE INDICATED, AND SHALL BE MADE USING CORRECT MOLDS AND PROCEDURES AS RECOMMENDED BY ERICO CADWELD OR APPROVED MANUFACTURER, WELD

INTEGRITY SHALL BE VERIFIED BY A HAMMER TEST.

4. ALL UNDERGROUND GRSC SHALL BE EXOTHERMICALLY WELDED USING A #2 AWG BARE COPPER GROUND TO THE GROUNDING

COUNTERPOISE AND/OR GROUND ROD AT EACH END,

5. UNDERGROUND GROUNDING CONDUCTORS SHALL BE 24 INCHES (MINIMUM) BELOW GRADE EXCEPT AT GROUND RODS AND AS

OTHERWISE INDICATED,

6. ALL UNUSED CONDUCTORS SHALL BE GROUNDED AT BOTH ENDS.

7. ALL MULTI-PAIR CONTROL/DATA CABLE SHIELDS SHALL BE GROUNDED AT ONE END.

8, WHEN INSTALLING MULTIPLE GROUND CONDUCTORS TO ONE GROUND LUG THE CONTRACTOR MUST USE A CONNECTOR (BURNDY FRAMATONE #YCHC OR EQUAL) AND A "PIGTAIL" TO SPLICE THE GROUNDS PRIOR TO CONNECTING TO THE LUG.

9. ALL OVERALL CABLE SHIELDS AND/OR ARMOR ARE GROUNDED AT BOTH ENDS. INDIVIDUAL SHIELDS ARE GROUNDED AT

ONE END ONLY, AT THE SOURCE END,

10, A 1/0 BARE COPPER STRANDED GUARD WIRE SHALL BE PROVIDED FOR ALL BURIED CABLES AND CONDUCTORS NOT ROUTED IN FERROUS CONDUIT. THE GUARD WIRE SHALL BE BONDED TO THE EARTH ELECTRODE SYSTEM (EESJ AT EACH END AND TO GROUND RODS AT APPROXIMATELY 90-FOOT INTERVALS USING EXOTHERMIC WELDS.

TESTING:

1 •

2.

3.

THE CONTRACTOR SHALL TEST ALL CABLES AS REQUIRED BY FAA STANDARDS AND SPECIFICATIONS.

VOLTAGE TESTS, INSULATION MEGGAR TESTS, AND GROUND RESISTANCE TESTS SHALL BE CONDUCTED ON ALL CONDUCTORS (AS APPROPRIATE) IN THE PRESENCE OF THE COTR AND/OR THE RE. TESTS CONDUCTED WITHOUT THE COTR OR THE RE

PRESENT WILL BE REJECTED,

ALL TEST RESULTS SHALL BE FORWARDED TO THE FAA IN AN FAA SPECIFIED FORMAT.

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GOVERNMENT FURNISHED MATERIAL

ITEM DESCRIPTION QUANTITY

1 10'X16' FIBERGLASS DUPONT EQUIPMENT SHELTER

GOVERNMENT FURNISHED MATERIALS (GFM):

1. GFM WILL BE DELIVERED TO THE AIRPORT BY THE GOVERNMENT,

2, THE GFM SHALL BE INVENTORIED BY THE CONTRACTOR AND THE

FAA RE UPON WHICH THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE GFM, STORAGE.

3. THE NEW 10'X16' FIBERGLASS EQUIPMENT SHELTER IS

GOVERNMENT FURNISHED MATERIAL. THE GOVERNMENT IS RESPONSIBLE

FOR PROVIDING THE CRANE TO OFFLOAD THE BUILDING. THE

CONTRACTOR SHALL ASSIST IN SETTING THE BUILDING ON THE

NEW FOUNDATION.

04/23/2019 CONSTRUCTION, DT #17464 1304127 07/09/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE

APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

GENERAL NOTES AND GFM LIST

PAWTUCKET NORTH CENTRAL STATE AIRPORT

REVIEWED BY

SUBMITTED BY

KJANco?~

APPRovEosr, n _ 1 .. J 4 '• ,,,.-0 '-,-..,. ~ la t-rt": ' -S F/Mvc::'RTY, '2.,- PROJECT ENGINEER MGR: ENGINEERING e,ENTER

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KJ ISSUED BY DATE 04/23/2019 JCN 1304127

1---+-----+=-D~RA~W~N-----=j ENGINEERINGSERVICES f-D_RA_w-,N-G-NO~==~----~~R=EV'-,4

DESIGNED

NAVAIDS SFZ

CHECKED

KJ SFZ-1304127-8003

2 I 1

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.J ~,z ~lei ,_, 0

- z ~,:;

, / - ..______ rt - - I

// LOCALIZER ---LI

' ,' ANTENNA I

150' WIDE RUNWAY

SAFETY AREA (RSA)----,.---~

VASI

DOWNWIND BAR

/_,, "-~ T/W B

/ \"<AREA

I MALS \

\SUBSTATION I

"" I " I "'"' / ----

HANGERS

~ (~ ~---FUEL AREA

VASI ~

UPWIND BAR~~~ ADMINISTRATION

, BUILDING

lwos

SENSORS T/W A

OF WORK

PAPI

I I I I

I I

I /J;

I J /4

, I

A~~<::> I ,' '<>'0 I

A ~" I , , I

A I

\, I ' I

\ I

I I I I I I I I

\ I

1~ I ' --J,_ I ' 9': I ~ \}, I \~ I \\ < I \ 't I

' ~ I

'--...__r------- ---Ft -------

/ I I I I I I I I I

,-------WATER

TANK

400'

0 400' 800'

SCALE: 1" = 400'

LEGEND:

---------l---------

----1\'_----

VICINITY MAP

CENTERLINE

PROPERTY LINE

04/23/2019 CONSTRUCTION, DT #17464 1304127 07/09/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

GENERAL AIRPORT LAYOUT

PAWTUCKET NORTH CENTRAL STATE AIRPORT

REVIEWED BY

SUBMITTED BY

/1!~

K. JANCO

PROJECT ENGINEER

DESIGNED

DRAWN

CHECKED

KJ

SFZ

KJ

ISSUED BY

ENGINEERING SERVICES

NAVAIDS

S. FIN.

MGR: ENGINEERING CENTER

DATE 04/23/2019 JCN

DRAW!NGNO

SFZ-1304127-G004

RI

1304127

REV

H

G

F

E

D

C

C • 0

"' tf t:; -~ is

MN

- as -M ~

8 I 7 I

\~ H

0 0 0 0 sj- N

<l'. <l'.

G f- f-

F ---11---- -------------11------

E

NOTES:

D

C

1. NEW CONDUIT RUN SHALL BE NO MORE THAN 5 FEET

FROM GRAVEL ROAD.

2. CONTRACTOR SHALL REPAIR GRAVEL ROAD IF

DISTURBED DURING CONSTRUCTION.

3. CONTRACTOR SHALL TEST SHELTER FLOOR TILES

FOR ASBESTOS CONTAINING MATERIAL PRIOR TO

DEMOLITION AND DISPOSE OF PROPERLY.

4. DUE TO HIGH WATER TABLE DE-WATERING MAY

BE NECESSARY DURING CONSTRUCTION.

6 I

<l'.

f-r

5 + 4 I 3 I 2 I

( J

0 1~ 0 0 0 0 0 ~ 0 ro c.o sj- N

<l'. <l'. <l'. <( r---------------------f- f- f- f- I (/) (/) (/) (/) I

I

EXTENDED RUNWAY CENTERLINE \

I I - - - II- - - - - - ---=~~~//~L--=-- -- ---11- - - - - - - - - - - - - - - - - --11- -- - - - - - - - - - - - - - - - - - - II- - - - - - - - - - - - - - -- - - - ,,B, I

I

I

@ NEW MALS FIELD \ :

I

-,,A, MALS SITE PLAN

SCALE: 1" ~ 50'

DISTRIBUTION PANEL \ :

ON NEW RACK \ :

I :

I :

I :

I :

I :

REUSE EXISTING HANDHOLE

I :

I :

I l _________________________________ _

GRAVEL ACCESS ROAD

INST ALL 2-3"

SCH 80 PVC

CONDUITS --<

I I I I I I I

PAVED ACCESS ROAD

1 -\-rt------------ REUSE EXISTING HANDHOLE

I I

INST ALL NEW I J

HANDHOLE -----------lf<~il--,=,=,-

DEMOLISH EXISTING

SHELTER AND

INSTALL NEW

MALS SHELTER

(SEE NOTE 3)

INST ALL NEW ~

37.5 KVA TRANSFORMER ~

04/23/2019 CONSTRUCTION, DT •17464

REV APPROVED

DATE DESCRIPTION

LIMIT OF RSA

I

I

I

I

RUNWAY 05 THRESHOLD

STA 0+00

I

I

1304127 07/09/2018

JCN REDLINE

DATE APVD

DEPARTMENT OF TRANSPORTATION

H

G

F

E

D

C

B FEDERAL AVIATION ADMINISTRATION

z Q 1--

50' 0 50' 100'

I -.---A SCALE: 1" ~ 50'

8 I 7 I 6 I 5 + 4 I 3

ATO - TECHNICAL OPERA TIO NS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

SITE LAYOUT PLAN

PAWTUCKET NORTH CENTRAL STATE AIRPORT ~ RI

REVIEWED BY

SUBMITTED BY

APPROVED BY (',_,.J :(1, <!. A 1 !/

S. FINNERTY J,,_,. -

PROJECT ENGINEER MGR: ENGINEERING CENTER

KJ ISSUEDBY DATE 04/23/2019 JCN 1304127

t------J----+=oRA"'"w=N---~=--i ENGINEERING SERVICES 1--o_RA_w_1NG_N_o~~~~---~c.;-=RE'--'---lv s:~ NAVAIDS SFZ-1304127-C001

DESIGNED

CHECKED

2 I 1 a:

1-- V, z u.

C L,J V, !!l

" " "' "' "' 0 fr u u

AG

" 0

" ' N w

I I I I I I

H I I I I I I I I I I I I I I I I I I I I

G

F

E

D

C

B

A

I 7 6 5

GRAVEL ACCESS ROAD

I

' 1--- INSTALL 2-3" SCH 80 PVC W/

3- #1 AWG

#6 GRN

ONE CONDUIT IS A SPARE

~ BOLLARD (TYPl~

~ b

IN NEW TRANSFORMER

EXISTING INCOMING P07WR

TO BE PULLED BACK AND

CAREFULLY CONNECTED

I I I I

,----EXISTING TRANSFORMER

TO BE REMOVED AND

PROPERLY DISPOSED

16'-0"

'/SEE NOTE 6

I

10'-o"

NEW 10 X 16 DUPONT SHELTER

/ 1 ' NEW SHELTER SITE PLAN

SCALE= 3/8"·1'-0"

7 6 5

INSTALL 37,5 KVA

NEW STEP DOWN

TRANSFORMER

INSTALL 2" GRSC WITH

INCOMING POWER

3 - 1/C #2/0, 600V

1 - #6 GRN

2'

~ EXISTING

INCOMING POWER

2-1/C #6 5KV

1--#6 BARE GROUND

DEB

0 2'

SCALE= 3/8" •

4' 6' I

1'-0"

I

2 1

NOTES:

1, CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTING STEPDOWN

TRANSFORMER, TAKING CARE TO PROTECT INCOMING POWER CABLES,

THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTING

TRANSFORMER PAD.

2, FAA COR TO COORDINATE WITH PVD SSC AND RIAC TO TAKE AN OUTAGE ON

THE MALS FACILITY.

3, CONTRACTOR SHALL REMOVE ALL MALS EQUIPMENT WITH OVERSIGHT BY

THE PVD SSC. THE EQUIPMENT SHALL BE RETURNED TO THE PVD SSC,

4. NOT USED,

5. CONTRACTOR SHALL INSTALL CRUSHED STONE A MINIMUM OF 6' OFF

THE TRANSFORMER AND SHELTER AT A DEPTH OF 6".

6. CONTRACTOR SHALL HOLD THE NORTH EAST CORNER OF THE

EXISTING SHELTER FOR PLACEMENT OF THE NEW SHELTER,

7. CONTRACTOR SHALL LOCATE & PROTECT EXISTING CONDUCTORS

TO ALLOW SLACK TO TERMINATE IN NEW MALS FIELD

DISTRIBUTION RACK.

04/23/2019 CONSTRUCTION, OT •17464 1304127 07/09/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

SITE PLAN

PAWTUCKET NORTH CENTRAL STATE AIRPORT , RI

REVIEWED BY

SUBMITTED BY

K.JANCO /,k>~ APPROVED B( }f, JI A_ j2 ~ • , J_,. _,,, r, S.FINNERTY 'Iv'

PROJECT ENGINEER MGR: ENGINEERING CENTER

DATE 04/23/2019 IJCN 1304127

ENGINEERING SERVICES "'o=RA-ccw=,N=o~No~~~~---~~'r"R'=Ev1

NAVAJOS

ISSUED BY

SFZ-1304127-C002

DESIGNED

KJ

DRAWN

SFZ

CHECKED

KJ

2 I 1

H

G

F

E

D

C z

"' 1---

"' z ii 0 w ill

"' '" 0

C

.g N

A8 -, "' 0

G

F

E

D

C

B

A

7 6

INST ALL 2- 3" GRSC

<ONE CONDUIT WITH NEW INCOMING POWER)

(ONE CONDUIT WITH EXISTING MALS CABLES)

*2 BARE

COPPER

GROUND~

,/ l b t - -- -----~,--~--------------@'_e; __ ' : ~ ,/~ o-o-~::: -==~::."'-__________________ _

11 I 11 I 11 I

FAA

POWER t,' ',' - VMBw#ii&· ·iiil&@·11'~'iiii<C-s+·M1@--'"iM·l ·M+'¼1/S _ ~'@'It-/

,, ______ -------------------- ------ \_INSTALL GROUNLD~~~:~: :zC:=.J

EXISTING HANDHOLE

ROD (TYP) 11 I

: : : INSTALL 2- 3" SCH 80

C003

INST ALL 4/0 BARE COPPER

COUNTERPOISE 24" DEEP

: : : FROM MALS SHELTER

'ffi\ (1 IS A SPARE)

: i i \_ EXISTING DEB CABLES

TO BE IDENTIFIED, PROTECTED

AND RELOCATED (TYP)

MALSR DISTRIBUTION PANEL - SITE PLAN

SCALE: 1/2" = 1 '-0"

7 6 5

PVC

2" GRSC

30" x 30" x 10" NEMA 4X

STAINLESS STEEL JUNCTION BOX

COPPER AIR TERMINAL (TYP)

EXPANSION COUPLING (TYPl

Ccl

2- 3"

I I I I I I I I I I I I I I I I J I I I

' I I / / ' I I

1" SCH

80 PVC

GND

II

II

II

II

II

II

II

II

II 6

II ,

II

II

II ~

II ,

II

II

l

MALS FIELD DISTRIBUTION

NEMA 4X ST~NLESS STEEL

BREAKER PANEL

SPD RAYVOSS SURGE ARRESTOR

(P/N 120-2S-M3-3-06-A)

THOMPSON CLASS II DOWN CONDUCTOR

~ EXOTHERMICALLY WELDED TO 4/0 GROUND

18" ABOVE GRADE ON BOTH SIDES. DOWN

CONDUCTOR CONTINUES TO AIR TERMINAL

l, ~4/0 EXOTHERMICALLY WELDED

TO COUNTERPOISE (TYP - 2PL)

------1---E--1CONCRETE

S001 SONOTUBE

H

G

F

2 MALSR DISTRIBUTION PANEL RACK SECTION E

C001 SCALE: 1/2" == 1 '-0"

4 3

NOTES:

1. CONTRACTOR SHALL PULL BACK AND PROTECT EXISTING MALS

FIELD CABLES TO EXISTING HANDHOLE, ENSURING ENOUGH

SLACK TO TERMINATE IN MALS DISTRIBUTION PANEL.

2. CONTRACTOR SHALL MARK AND IDENTIFY WITH LOCAL

FAA ASSISTANCE EXISTING CABLES.

04/23/2019 CONSTRUCTION, DT #17464 1304127 07/09/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

DISTRIBUTION RACK DETAILS

PAWTUCKET NORTH CENTRAL STATE AIRPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

KJANC0/4 ~ S FINNERTY rv

PROJECT ENGINEER MGR: ENGINEERING ENTER

RI

DESIGNED

KJ ISSUED BY DATE 04/23/2019 JCN 1304127

ENGINEERING SERVICES '-=o"'RA=w=1NG=-cN=o~=~~----="-r"RE°'c1v DRAWN

CHECKED

l---l------+----------'8"'-FZ=-1 NAVAIDS

KJ SFZ-1304127-C003

2 1

D

TH!$ DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATION SYSTEM

G

F

E

D

8" DIA PLASTIC

COVERING

ROUNDED CONCRETE

6" DIAMETER, SCHEDULE

80 GALVANIZED STEEL PIPE

FILLED WITH CONCRETE,

/CRUSHED STONE

.~itf.::f:§:.:f:0.:f.A}f1~~:/1\~J(f.:.:f!0t=J:i1:_::;..:l.\tftif.-

I I I

I I I I I I I I I

I I

AFTER SETTING THE BOLLARD

PLUMB AND TRUE. THE HOLE

SHALL BE BACKFILLED WITH

SANDY GRAVEL IN LIFTS NOT

EXCEEDING EIGHT INCHES,

EACH LIFT SHALL BE WELL

COMPACTED USING A WEIGHTED

TAMPING TOOL.

L ___ J _____ ~

B BOLLARD DET~L

C004 NOT TO SCALE

2-3" GRSC OR

SCH 80 PVC _ __.,-

D TRENCH DETAIL

C004 NOT TO SCALE

TOPSOIL

CABLE WARNING TAPE

"UNDERGROUND CABLE"

GRAVEL

SAND BEDDING

FRAME AND COVER

JJJJJ FAA ...J...J...J J...J

_J...J..J.J_J...'

..J.J...JJ..J

JJJ

POWER

..J .J ...J ..J • ...J ..J ...J J...J ...J .J ...J ..J _, ..J ...J ...J ..J J...J...J...J_J...J...J...J_J_j_j_J_j I

__ _J

LABEL ACCORDINGLY

'FAA POWER'

"' z

' -;:r,::;;c -

'A

' t, ' t, 3/4" HOLE

(FOR 2 AWG BARE

COPPER GROUND)

6-4 1/2"

KNOCKOUTS

EACH SIDE

DRAIN HOLE

/; c,----,------,-;:,p-"'""--------' . A , t,. . t,,. • . b. . "".

6"

(MIN)

6-4 1 /2" 4" WALL

A TYPICAL HANDHOLE DETAIL INSIDE

C001 NOT TO SCALE CLOSED BOTTOM

45"

' I ' I ' _____ _j_____ --U)

' st I ' I

RECTANGULAR OPENING

SEE NOTE 7

1" CHAMFER

I I

GEOTEXTILE

FABRIC

KNOCKOUTS O O O

EACH SIDE ~---i:.L_.:=; IO 7

0 ' ;':

GEOTEXTILE FABRIC

C C001

--3;4" WASHED, ROUNDED,

CRUSHED STONE,

WELL COMPACTED

-?o

CONCRETE VAULT FOR TRANSFORMER

NOT TO SCALE

t, (TYP)

~~o c§)

CRUSHED STONE

6-4 1 /2"

KNOCKOUTS

EACH SIDE

3 2 1

CONCRETE VAULT (NON AIRCRAFT RATED):

1, CONCRETE COMPRESSIVE STRENGTH - 5,000 PSI MINIMUM.

2, STEEL REINFORCEMENT - ASTM A615, GRADE 60, 1" MINIMUM COVER,

3. MINIMUM DESIGN LOAD -MEET OR EXCEED AASHTO HS20-44. 32,000 LB

TRUCK DESIGN LOADING

4. INSTALL A CRUSHED STONE SUMP UNDER VAULT. TOP, SIDES

AND BOTTOM DF SUMP SHALL BE LINED WITH A WATER PERMEABLE

GEOTEXTILE FABRIC.

5. AFTER INSTALLATION OF CONDUITS THROUGH KNOCKOUTS, GROUT AROUND

CONDUIT.

6, VAULT SHALL BE LOCATED OUTSIDE OF THE RUNWAY SAFETY AREA (RSA).

7, RECTANGULAR OPENING IN CONCRETE VAULT SHALL BE OFF CENTER AND SIZED

TO MEET TRANSFORMERS SPECIFICATIONS.

H

G

F

E

D

C C

B

A

GRADE LI NE~

Oz 1-, ::;;c N-a I oz 1-, ::;;c

1/0 AWG BARE

COPPER GUARD WIRE

6 AWG OR 2 AWG GROUND

/0 AWG BARE COPPER

COUNTERPOISE

~-3/4"X10'-o• COPPER

GROUND ROD

E TYPICAL GROUND ROD INSTALLATION

C004 NOT TO SCALE

7 6 5 4 3

REV

04/23/2019 CONSTRUCTION, OT •17464 1304127 D7 /09/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVO

A TO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

MISCELLANEOUS DETAILS

PAWTUCKET NORTH CENTRAL ST ATE AIRPORT

REVIEWED BY

SUBMITTED BY

K.JANCO /£~

PROJECT ENGINEER MGR: ENGINEERING CENTER

RI

KJ ISSUEDBY DATE 04/23/2019 JCN 1304127

>---+--+D-RA_W_N ____ ~ ENGINEERING SERVICES t-:D::c:-RA:ccWcclNccG:'ccNO~~~~---~~ccR~EV

DESIGNED

SFZ NAVAIDS

CHECKED

KJ SFZ -130412 7 -C004

2 I 1 z a: ,__ z a:

w

!!l

D D D

C

D u

A~ s o :2

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F

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D

1-l I I I

I ~ I

I I

---j

I J r,;=I ==.---l=.il u

I

I

.oil B I

'II 0001'

I "

, 1 SHELTER FLOOR PLAN

',Q001 SCALE: 1/2" = 1'-0"

6 5

I I

I,-, j I '

FINISHED CEILING

SHELTER

DISC

MALSR

PCA

~ L.J

PILI

UN IT 15

I_ -- () I ,,,..-------------------- ! r

200A XFR SW j

SURGE ~

II° 0

1 FINISHED FLOOR

B , SHELTER WEST WALL INTERIOR ELEVATION

1 Q001 I SCALE: 1/2" = 1'-0"

'- :I -

FINISHED CEILING

(-~-------------------------- n-----------= 1-r---------1 I i: i !111111111111111111111! : i 1:,,., i 11 I ! I I' I I I 11 I ! I

CJI : I

I I I I I I ___________ ., I

I I I I I I I I

Ill

FINISHED FLOOR

,, C \ SHELTER EAST WALL INTERIOR ELEVATION

,oooj) SCALE: 1/2" = 1'-0"

3 2 1

H

G

F

E

D

C C

B

A

FINISHED CEILING FINISHED CEILING

D

I

MALSR

XFMR

I I I

I

A/G

11--------------------------lffl

FINISHED FLOOR

," A\ SHELTER NORTH WALL INTERIOR ELEVATION

1 Q001 1 SCALE: 1/2" = 1'-0"

7 6

D

I D

-=-----=ro- \=-=-=-=-=-=-n =-=-=-=-=e---~.:r::il I ~ ----- -=-=-=-=-=t:=~--c}

I I

['.=J ~ ,-L-L-1 -

FINISHED FLOOR

it . .

I I

I I

OJ

I I

I I

200A

POWER

PANEL

SHETLER SOUTH WALL INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"

I

1' 0 ---- 1' 2'

SCALE: 1/2" =

1'-0"

5' I

REV

04/23/2019

APPROVED

DATE

CONSTRUCTION, DT#17464 1304127

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

07/09/2018

REDLINE

DATE Af'VD

ATO-TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

FLOOR PLAN AND INTERIOR ELEVATIONS

PAWTUCKET NORTH CENTRAL STATE AIRPORT _ , RI

REVIEWED BY

SUBMITTED BY

KJANco·'J~ APPROVEDBY/~ Cj. • J_,;( S F/N117fiRTY ~ct7~

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED BY DATE 04/23/2019 I JCN KJ 1304127

DRAWN ENGINEERING SERVICES DRAWING NO REV

SFZ NAVAIDS

CHECKED SFZ-1304127-Q001 KJ

2 I 1

Ii u.

w

!!l

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MlCROSTATlON SYSTEM

F

E

D

C

B

A

EXTERIOR LIGHT

12"x12" NEMA 4X

JUNCTION BOX

1 1 /2" SCH 80 PVC

WI 4/0 AWG

0 1\11

I I I I I I I I

A EXTERIOR ELEVATION - NORTH WALL

Q002 SCALE: 1/2" = 1'-0"

FIBERGLASS

DOOR HOOD

SEE NOTE 1

0 0 0

I

1 " PVC

24"x24"x8" NEMA 4X

JUNCTION BOX

2" PVC CONDUIT TO

3" BELOW GRADE WITH

TWO 4/0 AWG GREEN

WITH ORANGE TRACER

--- 2- 3" GRSC

---EXPANSION

COUPLING

(TYP)

1 1/2" PVC CONDUIT TO

3" BELOW GRADE WITH

GREEN WITH ORANGE TRACER

ONE 500 MCM

@CONCRETE STEP

C EXTERIOR ELEVATION - SOUTH WALL

Q002 SCALE: 1/2" = 1'-0"

8 7 6

BARD HVAC UNIT

1" PVC WITH

TVSS GROUND

1" PVC WITH

DISCONNECT

1" SCH 40 PVC, 10' LONG WITH CLASS 1

DOWN CONDUCTOR. 1" PVC TO 3" BELOW GRADE.

B EXTERIOR ELEVATION - EAST WALL

Q002 SCALE: 1/2" = 1'-0"

1" SCH 40 PVC, 10' LONG WITH CLASS 1

DOWN CONDUCTOR. 1" PVC TO 3" BELOW GRADE.

SWITCH GROUND-~,

D EXTERIOR ELEVATION - WEST WALL

Q002 SCALE: 1/2" = 1'-0"

5 4

EG PLUG

2 1/2" GRSC WITH

SERVICE ENTRANCE

1' 0 1' 2'

SCALE: 1/2"

1'-0"

STAINLESS STEEL STRUT

WITH STAINLESS STEEL

HARDWARE-----~

EXPANSION COUPLING

WITH INTERNAL BONDING

JUMPER (GRSC CONDUITS)

1 TYPICAL CONDUIT INSTALLATION

Q002 NOT TO SCALE

NOTES:

1. THE CONTRACTOR SHALL INSTALL THE INTERIOR LIGHT COVERS AND BULBS,

TIE-DOWN PLATES, FIBERGLASS DOOR HOOD, AND EMERGENCY LIGHT BATTERY.

INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

REV

04/23/2019 CONSTRUCTION, DT *17464 1304127 07/09/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

A TO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

5'

MALS

R/W 05 MALS SHELTER REPLACEMENT

EXTERIOR ELEVATIONS

PAWTUCKET NORTH CENTRAL STATE ~RPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED

RI

KJ ISSUEDBY DATE 0412312019 JCN

t--->----+-DRA_W_N ____ -", ENGINEERING SERVICES r::D:::cRAc-:-W:::--:ING::--:Nc::O~~~~---~'---,-'::c:'-,1 1304127

REV

NAVA/OS SFZ

CHECKED

KJ SFZ -1304127-Q002

2 I 1

H

G

F

E

D

C z 0 «> ::, " "' 0 .... ~

(/) n z 0

0 0

0 ~

"' 0 ...

l,J

!!l

-0 N

A~ " 0

:i ' N m

"' 0

G

F

E

D

C

B

A

7 6

INSTALL #2 AWG EXOTHERMICALLY

WELDED TO GRSC (TYP)

5 4 3

/ I \

----------------------------/;e------------------------...___ (·~i6f~fR~~O~fLDR~~y~~D r•---< \ '\ 1-0 '\

I \ '\

/ 500 MCM ~ \

I ~ I I

I

/ y.

// ~ n n / ,,.,,/ \

...___ ...___ I 11 l I ------II ,,.,, ,,.,, \ 'i--' I el 4/0 AWG / \ 1 •1 I I ( / \ I I I I I // I ! I I I I // I I I I I I

COPPER LIGHTNING

PROTECTION

ROOF CONDUCTOR

r-- CLASS II DOWN CONDUCTOR

I IN 1" SCH 40 PVC

w l'""l l'""l I cli I n r £ ! I I I \/ /

-, B ' ' '0003 1

--INSTALL 1" SCH 40 PVC

WITH 4/0 AWG TO CLASS II

DOWN CONDUCTOR

/BUILDING

1----i=-=1 I I I I I I I I I I I I I I I I I I I I I I 1---,-=r!I l

I I I I

1 " PVC I I

1-TVSS GROUND #2 I I

1-D I SCONNECT SW I I

I GROUND #2 I "'

I l ~ I ___ I t,.,..- -------~----- ___ ,__, I ,.,..-------- .......... L------ ---- _.., --c = =, I

I ...----- I I -----...___, I I __ :-:,._ ______ -+-- I I c __ _. _____ ....l,..,_.:: I

I [ I I I I ~ I

I )._---------------------------------------------- ~

~- CLASS I I

DOWN CONDUCTOR

I / .---,,---------------------r,------rr-~"------ 1 v/ I N :--: N I u y ~ ~ I // I I I I // I I \ I / I \ \ I / / \ I

/I I I _,.,,/ I \

,,-, I \ A

•y- / WITH 4/0 DOOR GROUND /

'-JJ, I I

\ r.-< \ /-0

I I

I I

~- AIR TERMINAL

24" MINIMUM

' 1 ' MALS EQUIPMENT SHELTER - GROUNDING PLAN

Q003, NOT TO SCALE

6 5

INSTALL 1-1/2" SCH 40 PVC

WITH 500 MCM AWG AND

EXOTHERMICALLY WELD

TO COUNTERPOISE AND

LUG TO GROUND PLATE (GFM)

(TYP, 2 PLACES)

INSTALL 1" SCH 40 PVC

WITH 4/0 AWG EXOTHERMICALLY

WELDED TO COUNTERPOISE AND

SECURE TO SHELTER SKID WITH

(TYP, 2 PLACES)

AWG

DOWN CONDUCIOR SHALL TRANSITION ·V

TO 4/0 AWG A MINIMUM OF 18" ABOVE _/

GRADE BEFORE ENTERING THE EARTH.

TRANSITION SHALL BE EXOTHERMIC WELD -+----1

GRADE

t ___ -v_f v-

DOWN CONDUCTOR

NOT TO SCALE

NOTES:

1. ANY EXTERIOR BOX MUST BE GROUNDED WITH A #2 AWG.

2. LIGHTNING PROTECTION ON ROOF MUST HAVE A CONNECTOR

EVERY 3 FEET.

04/23/2019 CONSTRUCTION, DT •17 464 1304127 07/09/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

GROUNDING PLAN

PAWTUCKET NORTH CENTRAL STATE ~RPORT RI

REVIEWED BY APPRoveD av ; ~ ,,.~ P. ~ t;_,,, r !_. :

K.JANCO 1/~- S.FINNc:.r -, jrz:, SUBMITTED BY

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED BY DATE . I JCN

DRAWN KJ ENGINEERING SERVICES ,_D_RA-WI-NG~~o~41- 2-3-12-0-19~' 1 ---~1~30~4r1l~E~

1-------1~---+=~--~SF~Z NAV AIDS

CHECKED

KJ SFZ-1304127-Q003

2 I 1

H

G

F

E

D

C i= 0 0

0:: "' I- "' 1/) ,., z g 0 0 0 S"

" 0

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROST ATION SYSTEM

F

E

D

C

B

A

S6x12,5

SHELTER

SKID-~

3/4" CRUSHED

STONE OVER

GEOTEXTILE

FABRIC

6 '

II •

l I , 6 !I> ' ' Lj •

6 ' i,

• I

2' -0 11 rt s I

' 0 s

"' I

CY>

CONCRETE

DOOR STEP

7 6

, S6x12.5 SHELTER SKID

' al z, <(I

1/) j!§ ~ti

STRUCTURAL

BACKFILL

MATERIAL

V ' l/ ' ! l/ , I - '" l/ i V

I "

' • I , 'I> ' I , ti ' ';;, SEE NOTE 3

A EQUIPMENT SHELTER FOUNDATION SECTION

S001

4 / -9 II

? 1 -0 11

SCALE: 1/2" = 1'-0"

21 -611 rt

' I

4' -0 11

I

FOUNDATION PLAN

S001 SCALE: 1/2" • 1'-0"

4'-9" 2' -0 11 rt 7' -0"

S6x12.5 SHELTER SKID

1" CHAMFER

CONCRETE

FOUNDATION

WALL

I

#4@11"

24" ( END WALLS l 30" ( CENTER WALL l

3" COVER

"U" SHAPE TOP~

• co

N

S001

EQUIPMENT SHELTER

V q

V

'v q

'v

'v

'v

V

;,-- #4 REBAR

#4 "U" SHAPE

AT11"0.C.

r3-#5 REBAR

-=~=---=-q=~-1~-

REINFORCEMENT DET All

NOT TO SCALE

3 2

CENTERLINE ANCHOR~ CENTERLINE S6x12,5 BEAM

GALVANIZED NUT ~ 4" AND BEVELED WASHER >------<

3/4"-10 UNC x 3 1/2" LONG THREAD

GALVANIZED PLATE 1/2" THICK

SHELTER DOOR THRESHOLD

cnNCRETF ST,EP 4Y-0''1x4 7 -0 'xO' -9"

(CENTER ON DOOR)

5-#4 EACH WAY

AT MID-DEPTH

3/4" CRUSHED STONE

OVER GEOTEXTILE FABRIC

GRADE

:o· . •

C S001

" l:

. .'' .. - TOP OF CONC FOUNDATION

'6

" ' 6 6 '6 "'

6 •

6 ' 6

4 " 3/4" DIA J-BOLT

(GALVANIZED STEEL)

(MIN)

ANCHOR BOLT DETAIL

SCALE: 1 1/2" = 1'-0"

H

G

F

E

D

6" LAYER OF CRUSHED STONE

OVER GEOTEXTILE FABRIC

18" PIER

DROP-INS-~

5-#4 REBAR EQUAL

SPACE (VERT-TYP)

3-#3 REBAR TIES

EQUAL SPACED

<HORIZ-TYPJ

E S001

D CONCRETE DOOR STEP DETAIL

S001 SCALE: 3/4" = 1'-0"

SONO-TUBE DETAIL

NOT TO SCALE

1' 9" 6" 3" 0 1'

SCALE: 1 1/2" 1'-0"

1' 0 1' 2' 3' i--=-

SCALE: 3/ 4" • 1'-0"

1' 0 1' 2' 5' ,_ __ _

SCALE: 1/2" = 1' -0 11

NOTES:

1. CONCRETE SHALL DEVELOP 3000 PSI IN 28 DAYS WITH A MAXIMUM SLUMP OF

3 INCHES AND A MAXIMUM AGGREGATE SIZE OF 3/4 INCHES. ALL CONCRETE

WORK SHALL COMPLY WITH ACI-304, "RECOMMENDED PRACTICE FOR MEASURING,

MIXING, AND PLACING CONCRETE"; ACI-308, "STANDARD PRACTICE FOR CURING

CONCRETE"; AND ACI-347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".

2.

3.

ALL REINFORCEMENT STEEL SHALL COMPLY WITH ASTM A615, GRADE 60.

THE CONTRACTOR SHALL PREPARE THE BOTTOM OF THE FOUNDATION EXCAVATION

SUCH THAT THE FOUNDATION IS SET ON COMPACTED STRUCTURAL GRAVEL WITH

A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT.

4. FOUNDATION DESIGN ADAPTED FROM DUPONT BUILDING INC. STANDARD DRAWING

10X16STD3.

REV

02/23/2019 CONSTRUCTION, OT •17464 1304127 07/09/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL A VIA TI ON ADMINISTRATION

REDUNE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

FOUNDATION DESIGN

PAWTUCKET NORTH CENTRAL STATE AIRPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

K.JANCO ~4--

PROJECT ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED BY DATE

RI

C z Q I- I- ~

(/) "' z 0

0 0 0 $" w

!!l

C ,, " A@

0 KJ

DRAWN

02/23/2019 JCN

~-----=-i ENGINEERING SERVICES ,_O_RA_W_ING-N~O~~~~---~~=--

1304127 "'

REV ' .:, SFZ

CHECKED

KJ

NAV AJDS SFZ-1304127-S001 " ;;

0 w

2 I 1

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTAT!ON SYSTEM

APPROVAL

G

F

E

D

C

B

A

INCOMING

POWER

L1

L2

N

GND

' n:

w n:

f-z n:

z 0::

SHELTER

MAIN DISTRIBUTION

PANEL ( SMDP)

100A

15A y N I I

I I GND '~-~

#6 AWG, 600V, _/

THWN ( GND)

SHELTER

MALSR

CONTROL

CABINET

MAIN MULTI-POINT

GROUND PLATE

(FURNISHED WITH SHELTER)

BLK

RED

WHT

GRN

1/C #2 AWG,

I/ 600V, THWN

6 5 4 3 2

2-1/C #6 AWG, THWN-~\

WHITE

[[] [QHQ] GREEN

N 1/C #10 AWG, -TERMINAL STRIP

( LABEL "TB2/" ) 100A

MAIN

CKT1

CKT2

CKT3

CKT4

CKT5

CKT6

CKT7

CKT8

CKT9

30A

30A

15A

15A

15A

15A

20A

15A

15A

,-1/C #10 AWG,

11 600V, THHN

TB2

GND

(TYP)

TERMINAL STRIP

( LABEL "TB3")

TB3

- ~~§;;:~~R THAW'lliN

', 120V .--H--fl_::::1------{}-vH1 H--t'-120V--+-----+----+-'t-1 r-1 ----'-'<,,F--} rf-+-f1"l:::J--'------inH-/--'f-14? 120V>' th \) (TH-ODD)

I TH-ODD)

I TH-EVEN)

v , 3 N .3 1 ?OV } ~v-++--+-1"- N I N I TH-EVEN )

-------1-----,.,-,.J---------------.---,... 5 TH-ODD 5 • - rl---t; ~NQ .•, \J ~-U--Wt§~·~·N"~·~'-----l----A-----_..1_1~20;!_',V'.__

------t------,04---------------+--;-.. 6 TH-EVEN 6 r-H---+-+-----------+-----++-----~N-l TO STA MALS #1 2+o0 ------1--------ll-1 --------------+--+.1 MALS #1 1 e-t----+Hl:.-,:::l-----' ~<--+--1---+-+-----------+----+-++----~12""'0~V_ MALS #2 - r-HH---+-f----------+-----+-,c+-----~N-} TO STA __::_::_:-=--=------==------1------\\+---------------+---+- 2 MALS #2 2 -+-----+tfl:-n:::1---------' 4+00 MALS #3 .-, 120V -------i-----ttv--/\ _____________ t----i--e3 MALS #3 3 N }TO STA

MALS #4

..--------+--------+++++~-------------...--..... 4 MALS #4 4 .+----++TI~d------, MALS #5 L & R ______ _,_ ____ ,.,.,..,...,_ ______________ ,... 7 MALS #SLR 7.+----++TI~d----, MALS #5 C

6+o0 120V r+--t-H-+-----++----------t------+-t----+-rt----~N-} TO ST A 8+00

A 120V ------1----------1-1-+++0H----------------+---+< 8 MALS #SC 8 .+----+-H-l-nd-----, ..::::..:=--=...c..:..::..__ __ l-------\H-H-++t------------+---+- 9 MALS #6 9 -+----t-H-l-nd---, MALS #6 N }TO STA r-HH-t++-++---------+---+-<--,-,....H/---- 1 o+oo L & R

CKT10 15A MALS #7

.:..c_;_::...:...___.: ___ l------\\\tt+t--ft-------------t----t-<o10 MALS #7 1 O·..f---+ffi.-,::1-, /l 120V rH--+-+++t---+t------------11----1-11--++-+--rl'---N~) TO ST A

MALS/TH

FIELD LIGHTING

DISTRIBUTION PANEL

UNIT 14

1 1 o+oo c /l 120V r+'>--<-+-++++-+-+-----------+-----++----++--+-+--1---++--1_N~} TO ST A 1 12+00

/) 120V ...-He++++++-t---Hf-----------+----1-l----+-i--/H/+' /_1--N~} TO ST A

14+00 ct,-+--------t---t--+-+--/----,- #6 AWG GRN W/ORG TRACER

1/C #12 AWG,-

600V, THHN

1/C #2 AWG,

TWO 4/0 AWG,

600V, THWN

(GND)

LJ

z

#2 AWG, 600V, _/

THWN (GND)

~ rr--t--t---t--~s:r----------------, E11 z

#6 AWG, 600V, THHN (GND)

1312111TB1

NZ~

....J

N

....J

N ~ ~---------1tJ AIR/GROUND

GND RECEIVER

TB7 F AA-L854

120 VAC L 1 '1 "' K ( CONTROL I NOST)

LOW 2 f--'-Y=-EL=-------------------+-+-------f-j---"--~Y=E=L-;1 CONTROL 1 LOW MED 3 mm ( - ORN 2 CONTROL 2 MED

HI -4 RICO / f ~ RED 3 CONTROL 3 HIGH

I I / - BLK

FLASHER CONT 5 / / / r _ WHT _i_ 120 VAC

FLASHER ON 6 I //// / 2 NEUTRAL

NEUT °"fl--lliWHLLIT'---------------+--~ /////

- L------1/h~-e------lD]i GND #12 AWG, _j~ =------------'

600V, THWN

600V, THWN ~

#6 AWG,

THWN

600V, IGND) ~

I"-<~ p

N N

GND

GND

MALS FIELD LIGHTING JUNCTION BOX

r1/C #1 AWG, 600V, THWN

MALSR POWER AND CONTROL

ASSEMBLY (PCAl

UNIT 1 - FA-21000

TBE

AWG, THWN r TWISTED #18

- WHT __g_l-B'-"L-'-'K'---------t/9-/-------------------------------------------, f;: 1/

/II J_l-"'=-'-'---------1--------------------------------------------:-, #6 AWG, 600V, THWN (GND)

POWER ISOLATION 1/C #1 AWG,

UN IT (PI U ) ( NBP ) 600g, THWN ,i_

TB1

#6 AWG, 600V, THWN ( GND)

[i GRN A 1/C #1 AWG, TB1 TB_1 BLK :£

600V, THWN -

TB 2 GRN '9 GND ~i-:Rc=Ecc.:D-,v+d-"-+--/-1--/---JJ._ 120V L2 120V L2 'I BLK 'tv1---,..,,,-;7"-;J'//7''/t--------;','BL"K,-ct,;14"•12ov L2 .]..6 ORN ,( I ,_H41 LME1D

RED V / I I RED >=-

XFMR HI "°31-':'-'""'-----r,'---,;7'7;1-----------==---13 XFMR HI 5 YEL V ) ID HI

XFMR MED '2 ORN V ORN 2 XFMR MED - v I - ,_ YEL - ,/ YEL - ,__ _ __,,i:!2 LOW

XFMR LOW 1 J_ XFMR LOW

- V

120V 4T~B17~ BLK

L 1 ( 1 2 ) X 1 F-----t--~

N ( 13 ) ~X~2,.:-_-_-_W_H_T __ -r"

1 20V ( 1 4 ) X3i---R~E=D,___~ L2 ~

GND 'E GRN t-----1_i-------~

TB5 - TB3 TB2

-f-!2,!BL':'K~-----6"1--------;;B;';-L~K--l>-120V L 1 1 WHT J_ FLASHER L 1

J... +24VDC

GND

GREEN W/ RED TRACER

2-1/C 8 AWG, THWN -

2-1/C 8 AWG, THWN -

2-1/C 6 AWG, THWN

NOTES:

1. SURGE PROTECTORS ARE SQUARED #SP1175, 175V, SINGLE PHASE

INSTALLED PER MANUFACTURER'S INSTRUCTIONS, SURGE GROUNDING

CONDUCTORS ARE INSULATED GREEN WITH RED TRACER AND ARE

GROUNDED DIRECTLY TO THE SHELTER COUNTERPOISE.

2. FORK VINYL INSULATED CRIMP-ON CONNECTORS SHALL BE USED FOR

WIRE TERMINATIONS.

3. GROUND ALL UNUSED PAIRED CONDUCTORS AND SHIELDS.

4. STATION NUMBERS ARE FOR REFERENCE, ACTUAL STATION

LOCATIONS VARY IN THE FIELD.

TO RMS FA-11509

IF PROVIDED .

_1_ TRIG

2.. PULSE

j_ STROBE

-5_ HIGH

£_ MED

120v L~ ! ~~6 Ir/~ c:__2 FLASHER N

#2. AWG • // ~ I RED 1 FLASHER L2

600V, THWN ~ ,_ 0)

MALS 15KVA

POWER TRANSFORMER

F A-11504 ( DME )

OR EQUAL 04/23/2019 CONSTRUCTION, WR #17862 1304127 01/31/2019

l1. LOW ,Ji GND

.9. 240VA FLF

~ _l/ 240VB FLF

GND[:

TB4 \%,

ACN 'T ~

FLASH MON 12'.>l----',,----fl------, TRIG 1 '3

TRIG 2 '4

..!?3 J_

~ 2 i~: g ~ 11----i+-tt---+-----------i TR I G 5 7 f-----lr+--H----+-----------1

J._ ,_i_

L5._

TR I G 6 8 r-----1-1--H----+-------------1 & ~

TR I G 7 9 1------1-1---++---+------------1 ,.1.

ll TR I G 8 !911----1+-H---f---------------l

MED 11r-----1-1--H----+-----------1 L9 ~

HI 12•1------1-1--++---+-------------11 _l/ jj ~ 12 PR #1 9 AWG i1:

I 8 WIRES USED)

7 6

TRIG

TRIG

TRIG

TRIG

TRIG

TRIG

TRIG

TRIG

MED

HI

FLASH

N/C

MON

TB2 -

GND

STUD

-L 1 5 I-

N ,..§_ L2 .J.

TB4 -TRIG 1 ,-1_

TRIG 2 i1.

TRIG 3 d

TRIG 4 ,.1

TRIG 5 l.5

TR I G 6 ,-2.

TRIG 7 J.._

TRIG 8 ll

MED .9.

HI ,lll

FLASH MON jj N/C l:

,__ RESERVED FOR FUTURE

FLASHER INSTALLATION

( 1 ', SHELTER EQUIPMENT WIRING DIAGRAM

~' NOT TO SCALE

5 4 3

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

FA-21000 EQUIPMENT WIRING DETAILS

PAWTUCKET /'\ , NORTH CENTRAL STATE AIRPORT - /) RI

REVIEWED BY SUBMITTEDt:Y /~ ; ~ APPROVEDJ.1,.1, h) ,c / , !,, V P M,, .I r,V ~ S F/f.lt6£RTJ?' 'fl.,, '

SYSTEM ENGINEER MGR: ENGINEERING CENTER

DESIGNED !SSUED BY DATE 04/23/2019 I JCN PM

ENGINEERING SERVICES

1304127

DRAWN DRAWING NO REV

MK NAVAIDS

CHECKED SFZ-1304127-E001 PM 1

2 I 1

H

G

F

E

D

C z ti [l'. N

~ ~ z 0

8 ~ ii w

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATJON SYSTEM

G

F

E

D

C

B

A

7 6

MALSF (MEDIMUM INTENSITY APPROACH LIGHT SYSTEM WITH SEQUENCED FLASHERS)

COUNTERPOISE - #6 BARE COPPER (TYPl a: .

D w '

_j

D :r:

<I) w a:

:r:

f-

_________ R/W t. ______ ')

= £- 0

0 0 +

<( f-f- <I)

<I)

.---C=K~T~3-~ I

CKT 2

£- £- -o £- £-:? 0 0 0 0 :? 0 + :? ~ N " 00 <(

<( 'N <( <( f- f- f- V)

<I) V)

V

NOTE 6

ELEVATED

PAR-56/2

CKT 1

CKT 4

(i) H 0 ~ 0 >-----~CK~T~5 ____ -+-+-----'

FLASHER CONTROL 6PR #19

FLASHER POWER 3-1/C #10, 600V

SYSTEM LAYOUT

LIGHTNING

ARRESTOR

ELEVATED

PAR-35, 150W, 120V

LIGHT BAR ( TYP l

CONTROL CABINET - UNIT 1

AIR-GND

3-1/C #1, 600V

1 #6 GREEN

FROM PANEL----

A".. ----r-r--,tt===t==t::-:>5:· _V) ""' 1 20/240V --tJ----+-1:::====±==::J::~~o[C=:QJo 1(31 INPUT

---tt------t====l==:::t::D_,v ()-{)'"\.0----

5-1/C #12-~

TB3

H1

H3 - H2 -3

RECEIVER CONTROLLER

TBA TB2 GND LUG

NEUTRAL 1>--------+-------------------------------+-<---+---lA NEUT 120VAC 2 8120V r LO CONT 1 3 1--s..

D MED CONT 2 4 f-------l--------------------------------+--l--+-I HI CONT 3 Sf-------1--------------------------------+,--+-1 >--

E - >--

F

122,7 MHZ >--

H r- J

FLASHER

CONTRL CABLE

6 PR #19

CSEE NOTE 6)

LOW

MED

HI

FLASHER POWER ON

SPARE

FLASHER TRIGGER

1112131415161718!9~ d

-L1 -L2 -$ M r- H -

4 3

PAR 56

300W, 120V LAMP

2 1

NOTES:

1, SEE ASSOCIATED ELECTRICAL DWG. FOR WIRING AT EACH LIGHT STATION.

2. FOR MOUNTING DETAILS OF POWER & CONTROL EQUIPMENT, SEE

INSTALLATION DRAWING PACKAGE SFZ-1304127,

( TYP l -----..;

3. GROUND ROD 3/4" DIA. X 10 FT. AT EACH LIGHT STATION GROUND

EQUIPMENT AND STRUCTURE.

UPPER CABLE ASS

W/MOLDED CONNECTOR

(TYPl

90R-A6

ELASTIMOLD

CONNECTOR

(TYP)

q::::p--2-1 IC #10

600V 1;,SPLICE

4, USE T-SPLICE FOR CONNECTION OF #10 (LOWER CABLE ASSEMBLY)

TO #6 POWER CABLE FOR THRESHOLD BAR, EXCEPT FOR THE

LAST TWO LIGHTS.

5. LARGE PIN IN UPPER & LOWER CABLE ASSEMBLY CONNECTOR

TO BE NEUTRAL LEAD.

6. VERIFY THE COIL OF 250 FT OF 3-1/C #10, 600V & 6PR #19

(FUTURE RAIL POWER & CONTROL) IS BURIED AT STA, 14+00.

CABLE MARKER SHALL REMAIN INSTALLED TO MARK LOCATION.

POWER CABLE / ;:r 1 #1 0 TO #6 Ass // ( TYP l

REGULAR r / r

SPLICE~;:::----t+----t+---7--i------t--+------j,1,11----+-t-/------,,,/~,,,___-Hr----t-t--- ....._f-------+------+-1>---------------{,1 ff--+/-----,."---+---+1---- --.-----------+----------,,! ff--~------++----

\_ ~ROUND LUG ,1 ~ 3-1:C #6,

---+f!l----~-------te[!lt-----------t<[!lz-------1r rf---------J--+-----fi+---I+----

/~y~~-857 CAN #6 BARE Z~VBARE-

THRESHOLD LIGHT BAR WIRING DIAGRAM

,--(4) FIELD DISTRIBUTION I '-./ PANEL

201/i>.. 1 2 / ~OA

CIRCUIT 1 THRESHOLD

1 -1 /C #8, 600V I~ _o-_..-----o_ - ~ I CIRCUIT 2 STA 2+30

=#6~>---.'------j,::-:_--+--3+--.---4-+i',._-,..,.-_-~l----:;:;:;;~#~8= 3-1/C #8, 600V STA 4+10 --vO-_+-+-+-·O_ v--2-1/C #6

CIRCUIT 3 STA

3-1/C #8, 600V STA

2 O _x-------,.o.c..,5 o--if----1..c.6-n / ---f. 0 A # 8 6 +oo I #l_l.-.- - - 1------------ I s +oo #8"-"--6, -,.1-+---+--0-8.,__' 6-----~

2 0 ..1/" i',._u----9 ~t----t-1 ~-u~ --j: 0 A #6

SPARE1=cc:------'--i---t--+--t---t--+--+~#87 ------------'------<5() _1_1+-+-~1-~{) , #6

20A

CIRCUIT 4 STA 10+o0

3-1/C #8, 600V STA 10+00 LT & RT

CIRCUIT 5 STA 14

1-1/C #8, 600V STA 12

2-1/C #6

.---- 4-1/C #1 AWG ALL BREAKERS

GND1 THERM MAG

100A~

\:i I I I

I 1 I 2 I 3 I 4 I 5 IH1 IH2IH3

POWER XFMR - UNIT 5

-- FLASHER POWER

3-1/C #10, 600V ( SEE NOTE 6 l

I

1-1/C #6 AWG

V GNDI NEUTI

~r:;::t====~---------7-t----' ~r:;::t====:::::t:::;---------7-t---i------' ~Kt====;-tT-------yr--~

~----+-o::: 9

I

LIGHTNING

ARRESTOR

OUTPUT

~3-1/C #1, 600V

#6

#6

I I

STA 12+00 STA 14+o0

SYSTEM WIRING DIAGRAM

REV

04/23/2019 CONSTRUCTION, WR#17464 1304127 01/31/2019

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

A TO-TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALS

R/W 05 MALS SHELTER REPLACEMENT

FA-9877 SYSTEM LAYOUT & WIRING DIAGRAM

PAWTUCKET /) NORTH CENTRAL STATE AIRPORT -RI .

REVIEWED BY SUBMITTEDB~()':__~ • 1 APPROVED/ Ill,, fJ;. C:,,, j /,/

P MACCINI ~ S. FINNERTY j~l 7.

SYSTEM ENGINEER MGR: ENGINEERING CENTER

DESIGNED ISSUED BY DATE 04/23/2019 JCN PM

ENGINEERING SERVICES

1304127

DRAWN DRAWING NO REV

MK NAVAIDS

CHECKED SFZ-1304127-E002 PM

H

G

F

E

D

C z f5

~ i <I) _, z g 0 0

0 ~ ci u.

w <I)

2 I 1 ________ ,,-------8~~~~-----~1 _________ 7 __________ 1 _________ 6 __________ 1 _________ 5 _________ + __________ 4 __________ 1 __________ 3 _________ 1 ____________________ 2'TH!'-'IS~Dc,,:RA~Wl:,:,:NG:c;P;c,RO~D~UC"'E~DO"'°NC!".N:!EW!.!E'!!:NG=.=LAN=DR!;cE'c;'Gl'!:.ON'.!M~IC~RO:,',ST~Ac!TIO~Nc;>_SY~S~TE~M

F

E

D

C

B

A

8 7 6 5 4 3 2 1

,-------------------------------------------------------------------7

EXISTING SHELTER FIELD DISTRIBUTION PANEL

WHITE

GREEN SHELTER

MAIN POWER

PANEL

[]] [@ID TERMINAL STRIP N 1/C #10 AWG,-

-(2)-#8 AWG, THWN

200A 100A

L 1 - ,-. -Tf--____ ____.(l\e+-'B=L=K>--__ _

L2-~ ~-R_E_D __

100A MAIN '"'" .::"7 GND -~~~;;:;~R TH }Wf/iN

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7 SEE NOTE 1

lrTERM!NAL STRIP ( LABEL "TB3" l

TB3

(2)-#6 AWG, THWN

N -+--

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MAIN MULTI-POINT

GROUND PLATE

WHT

GRN

~ IL21 NIL 11 TB101

0 NZ~

I I I I I I I I I I I I I I I

CKT1

CKT2

CKT3

CKT4

CKT5

30A

30A

15A

15A

15A

( o+oo 1

(O+oOl

( 2+00 l

( 4+o0 l

( 6+00 l

V

V

I

,--1/C #10 AWG,

600V, THHN

( B+QO l CK T6 15A,---------i-----m-tt~ -----i----------------i- CK T7 (10+00l

-20A-

CK T8 15A ( 1 o+oo) r

CK T9 1 5A ___ ( _1 2_+o_O_) ----+------H-+++---->---------1-

CK T 1 0 1 5A ___ ( _1 4_+o_O_l -----r-----m-m---HT' ---i----------------i-

MALS/TH

FIELD LIGHTING

DISTRIBUTION…