Drawings titled EQUIPMENT SHELTER REPLACEMENT PROJECT MEDIUM INTENSITY....pdf

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EQUIPMENT SHELTER REPLACEMENT PROJECT

LIGHT SYSTEM WITH MEDIUM INTENSITY APPROACH

RAPID ALIGNMENT INDICATOR LIGHTS (MALSR)

QUONSET STATE AIRPORT

NORTH KINGSTOWN, RHODE

COQU)

ISLAND

DRAWING INDEX

DRAWING NUMBER

GENERAL

OQU-1304494-G001

OOU-1304494-G002

OOU-1304494-G003

MALSR SITE

OOU-1304494-A001

OOU-1304494-A002

OOU-1304494-A003

OOU-1304494-D001

OOU-1304494-C001

OQU-1304494-C002

OOU-1304494-E001

OOU-1304494-S001

DRAWING TITLE

COVER AND INDEX SHEET

GENERAL NOTES & GFM LIST

AIRPORT LAYOUT PLAN

SHELTER EXTERIOR ELEVATIONS

SHELTER FLOOR PLAN AND DETAILS

SHELTER PLAN - DUPONT

DEMOLITION PLAN

SITE PLAN

SITE DETAILS

ELECTRICAL PLAN

FOUNDATION PLAN

5 4

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

PARSONS~~---------+--~

PTSI Managed Services Inc.

1200 District Ave Burlington, MA

781.238. 7070

02/21/2019 CONSTRUCTION, DT •17635 1304494 09/20/2018

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE APVD

DATE

L-------~~~~:_jATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALSR RELEASED FOR:

ISSUED FOR CONSTRUCTION

2/21/2019

R/W 16 SHELTER REPLACEMENT PROJECT

COVER AND INDEX SHEET

NORTH KINGSTOWN QUONSET ST ATE AIRPORT RI

REVIEWED BY

APPROVED BY

G.NEVI

DESIGNED ISSUED BY DATE JCN

t----+---+=o=RA=wN,--------"-=-,PL ENGINEERING SERVICES f-c-coRA=w=iNG~N°=0 2~I2~1I~20~19~----=-'+-"---'--I

1304494

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GENERAL NOTES:

1. THIS DRAWING PACKAGE INDICATES WORK REQUIRED FOR THE MALSR SHELTER REPLACEMENT

AT QUONSET STATE AIRPORT, NORTH KINGSTOWN, RHODE ISLAND.

2. WORK ASSOCIATED WITH THE PROJECT IS LOCATED ON THE QUONSET AIRFIELD.

NO MOVEMENT BY CONTRACTOR, SUBCONTRACTORS, DR DELIVERY VEHICLES SHALL BE MADE ON THE ACTIVE AIR OPERATIONS AREA CAOAl OR AIRCRAFT MOVEMENT AREA WITHOUT ESCORT BY THE AIRPORT AUTHORITY, FAA , THE RESIDENT ENGINEER CREl, DR DESIGNATED CONTRACTOR ESCORT VEHICLE.

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/ASY-300 98/001 l PER FAA ORDER 5200.7A.

3. THE SUBCONTRACTOR SHALL ARRANGE FOR AND ABIDE BY ALL SECURITY BADGING AND ACCESS REQUIREMENTS OF

THE AIRPORT TO WORK ON THE AIRFIELD. SECURITY BADGING SHALL BE ON DISPLAY AT ALL

TIMES WHILE ON THE AIRFIELD.

4. SUBCONTRACTOR ACCESS ROUTES, STAGING AREAS AND EMPLOYEE PARKING AREAS SHALL BE APPROVED IN ADVANCE

BY THE AIRPORT AUTHORITY.

5. SUBCONTRACTOR'S VEHICLES SHALL BE EQUIPPED WITH AN APPROVED ROTATING BEACON AND/OR ORANGE AND

WHITE FLAG.

6. SUBCONTRACTOR'S CREW SHALL BE EQUIPPED WITH A RADIO AND SHALL MONITOR AIR TRAFFIC ON THE APPROPRIATE

FAA FREQUENCIES.

7. WORK ON THE AOA AND WITHIN 250 FEET OF THE RUNWAY CENTERLINE AND 1,000 FEET FROM THE RUNWAY THRESHOLD (DEFINED AS THE RUNWAY SAFETY AREA) WILL REQUIRE A RUNWAY SHUTDOWN. 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 COR/RE, AND THE AIRPORT AT LEAST 48 HOURS IN ADVANCE.

8. WORK ASSOCIATED WITH THE MALSR SHELTER REPLACEMENT WILL REQUIRE A SHUTDOWN. COORDINATE ALL ACTIVITIES AND REQUIRED SHUTDOWNS WITH THE FAA SSC AT LEAST 48 HOURS IN ADVANCE.

9. THE SUBCONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE. EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE WORK SITE AT THE END OF EACH WORK SHIFT. THE SUBCONTRACTOR SHALL KEEP THE WORK SITE FREE OF CONSTRUCTION DEBRIS AND OTHER FOREIGN OBJECT DEBRIS CFODl AT ALL TIMES. THE SUBCONTRACTOR SHALL CONDUCT FOD INSPECTIONS OF ALL VEHICLES PRIOR TO DRIVING ON THE AOA. THE SUBCONTRACTOR SHALL BE PREPARED TO REMOVE ANY DUST, DIRT, MUD OR OTHER FOD TRACKED OR OTHERWISE LEFT ON THE AOA AT ALL TIMES.

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

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

SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS.

12. THE SUBCONTRACTOR SHALL LEGALLY DISPOSE OF ALL MATERIAL AND EQUIPMENT NOT RETURNED TO OR RETAINED BY

THE FAA.

13. IF CONDITIONS ARE DIFFERENT THAN THOSE INDICATED IN THE DRAWINGS DR SPECIFICATIONS, THE SUBCONTRACTOR SHALL CONTACT THE RESIDENT ENGINEER (REl PRIOR TO PROCEEDING WITH CONSTRUCTION.

SITE WORK:

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

THE FIELD BY THE SUBCONTRACTOR.

2. ALL TRENCHES AND EXCAVATIONS WITHIN 250 FEET OF THE RUNWAY CENTERLINE AND 1,000 FEET FROM THE RUNWAY THRESHOLD (DEFINED AS THE RUNWAY SAFETY AREAl AND 65.5 FEET OF THE TAXIWAY CENTERLINE (DEFINED AS THE TAXIWAY SAFETY AREAl 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 RE AND AIRPORT.

3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. OTHER UTILITIES MAY NOT BE SHOWN. THE SUBCONTRACTOR 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 SUBCONTRACTOR TO THE RE, THE AIRPORT

AND THE FAA SSC IS REQUIRED FOR ALL UTILITY MARKING AND/OR FACILITY SHUTDOWNS.

4. THE SUBCONTRACTOR SHALL BE PREPARED TO IMMEDIATELY REPAIR ANY UTILITIES DAMAGED DURING EXCAVATION OPERATIONS AND SHALL CONDUCT All SUCH REPAIRS AT SUBCONTRACTOR'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 CMINIMUMl BELOW GRADE EXCEPT WHEN INTERFACING HANDHOLE ENTRANCES OR EXISTING CONDUIT AT OTHER DEPTHS OR WHERE OTHERWISE INDICATED.

UNDERGROUND CONDUIT SHALL BE GALVANIZED RIGID STEEL CONDUIT (GRSCl EXCEPT WHERE OTHERWISE INDICATED.

GRSC FITTINGS SHALL BE THREADED TYPE . EXPOSED THREADS SHALL BE SEALED WITH AN APPROVED SEALANT TO PREVENT CORROSION PRIOR TO BACKFILL OPERATIONS. CONDUITS SHALL BE CLEANED OF DEBRIS AND A NYLON

PULL WIRE SHALL BE INSTALLED IN ALL CONDUITS.

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.

7. CONCRETE CABLE/DUCT MARKERS SHALL BE INSTALLED WHERE INDICATED ON THE DRAWINGS.

CABLE/DUCT MARKERS SHALL BE PIGMENTED ORANGE AND SHALL NOT EXTEND MORE THAN 1 INCH ABOVE FINAL GRADE.

8. BACKFILL FDR CABLE OR DUCT TRENCHES OR FOR OTHER EXCAVATIONS SHALL BE PLACED IN LAYERS NOT EXCEEDING 8 INCHES AND EACH LAYER SHALL BE THOROUGHLY COMPACTED TO 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 150/5370-10. 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 TD PRIOR CONDITION AT A MINIMUM. FINAL CONDITION SHALL BE

APPROVED BY THE FAA AND THE AIRPORT.

FOUNDATION WORK:

1. ALL CONCRETE WORK SHALL COMPLY WITH ACI-304, "RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE", AC l -308, "STANDARD PRACTICE FOR CUR ING CONCRETE", AND AC I -347, "RECOMMENDED

PRACTICE FOR CONCRETE FORMWORK".

2, CAST IN PLACE CONCRETE SHALL BE 3000 PSI @ 28 DAYS, 3/4" MAX STONE IN MIX.

7 6

5 4 3

EQUIPMENT INSTALLATION:

1. ASSEMBLE EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.

2. USE ANTI-SEIZE COMPOUND ON ALL THREADED PARTS.

3. ALL CHANNEL SHALL BE STAINLESS STEEL UNISTRUT OR APPROVED EQUAL.

4. ALL HARDWARE SHALL BE STAINLESS STEEL, UNLESS OTHERWISE INDICATED.

ELECTRICAL WORK:

1. ALL ELECTRICAL WORK SHALL CONFORM TO FAA-C-1217G AND FAA-C-1391D SPECIFICATIONS AND IN NO CASE SHALL

VIOLATE THE NATIONAL ELECTRIC CODE (NFPA 70, ).

2. NOT USED

3. NOT USED

4. ALL CONTROL/DATA CABLE SHALL BE TWISTED PAIRS.

5. ALL CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL AND GROUNDING CONDUCTORS; NO SHARED NEUTRALS OR GROUNDS

WILL BE PERMITTED.

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

7. WHERE POSSIBLE, POWER CABLES AND CONTROL/DATA CABLES SHALL RUN IN CONDUIT INDEPENDENT OF EACH OTHER.

SEPARATE POWER ANO CONTROL/DATA CABLES IN COMMON HANOHOLES, ENCLOSURES ANO SHELTER SQUARE DUCT WIREWAY.

8. ALL CABLES SHALL BE PROPERLY COLOR CODED AND PERMANENTLY LABELED AT EACH END ANO IN EACH HANOHOLE.

ALL CABLES IN HANDHOLES SHALL BE LOOPED AROUND SEVERAL TIMES.

9. A DYNAMOMETER GRADUATED TO ACTUALLY INDICATE THE PROPER TENSION FOR ANY CABLE BEING PULLED THROUGH UNDERGROUND CONDUIT OR DUCT SHALL BE USED UNLESS THE SUBCONTRACTOR ADAPTS A HARNESS OF THE PROPER SIZED ROPE THAT WILL LIMIT THE TENSION OF THE PULL. ANY COMBINATION OF CABLES PULLED IN CONDUIT OR DUCT SHALL NOT EXCEED THE SUM OF THE INDIVIDUAL ALLOWABLE TENSION OF EACH CABLE PLUS 15%.

10. ALL CABLE SPLICES WILL BE APPROVED IN ADVANCE BY FAA.

11. ALL PVC CONDUIT SHALL BE SCHEDULE 40.

ELECTRICAL GROUNDING:

1. GROUNDING AND LIGHTNING PROTECTION SHALL MEET FAA-ST0-019F, "LIGHTNING ANO SURGE PROTECTION, GROUNDING, BONDING ANO SHIELDING REQUIREMENTS FOR FACILITIES AND ELECTRONIC EQUIPMENT".

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.

3. ALL UNDERGROUND GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. WELD INTEGRITY SHALL BE TESTED BY A 4 TERMINAL MILLIOHMMETER. SUCCESSFUL TEST SHALL BE LESS THAN 0.001 OHMS.

4. ALL UNDERGROUND GRSC SHALL BE GROUNDED USING A #2 AWG BARE COPPER GROUND

TD THE GROUNDING COUNTERPOISE AND/DR GROUND ROD AT EACH ENO. ALL CONNECTIONS

TD BE EXOTHERMICALLY WELDED.

5. UNDERGROUND GROUNDING CONDUCTORS SHALL BE 24 INCHES (MINIMUM) BELOW GRADE

EXCEPT AT GROUND RODS AND AS OTHERWISE INDICATED.

6. ALL CABLE SHIELDS SHALL BE GROUNDED AT BOTH ENDS.

7. WHEN INSTALLING MULTIPLE GROUND CONDUCTORS TD ONE GROUND LUG THE SUBCONTRACTOR

MUST USE A CONNECTOR (BURNDY FRAMATONE #YCHC OR EQUAL) AND A "PIGTAIL" TO

SPLICE THE GROUNDS PRIOR TO CONNECTING TO THE LUG.

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

TESTING:

1. THE SUBCONTRACTOR SHALL TEST ALL EQUIPMENT AND CABLES AS REQUIRED BY FAA STANDARDS

AND SPECIFICATIONS.

2. VOLTAGE TESTS, INSULATION TESTS, AND GROUND RESISTANCE TESTS SHALL BE CONDUCTED ON

ALL CONDUCTORS (AS APPROPRIATE) IN THE PRESENCE OF THE CDR ANO/OR THE RE. TESTS

CONDUCTED WITHOUT THE COTR OR THE RE PRESENT WILL BE REJECTED.

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

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SUBTITLE REFERENCE

REFERENCE LETTER/NUMBER

(PLAN, ELEVATION, SECTION OR DETAIL)

/ )(' xxxxxxxxxxx 10~X SCALE: x~xxx l- '--scALE

SHEET NUMBER(Sl WHERE CALLOUT(Sl TO PLAN, ELEVATION, SECTION DR DETAIL IS/ARE LOCATED

ELEVATION CALLOUT REFERENCE

ELEVATION REFERENCE LETTER

,/ x'',._ \O(X>Y

[HEET NUMBER WHERE

ELEVATION IS LOCATED

SECTION CALLOUT REFERENCE

SECTION REFERENCE LETTER

_____ _j

'?:ET NUMBER WHERE

SECTION IS LOCATED

DETAIL CALLOUT REFERENCE

DETAIL REFERENCE NUMBER

x"

SHEET NUMBER WHERE

DETAIL IS LOCATED

GOVERNMENT FURNISHED MATERIAL (GFMl

NO. ITEM STOCK#

1 10X16 FIBERGLASS MALSR SHELTER

FOR OFFICIAL USE ONLY

QUANTITY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 use 552

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PARSCNS~~----~-----4--~_

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PTSI Managed Services Inc ~~~

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02/21/2019 CONSTRUCTION, DT •17635

APPROVED

DATE DESCRIPTION

1304494 09/20/2018

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DATE

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781.238. 1010 II v'v , , " 11

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MALSR

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RELEASED FOR:

ISSUED FOR CONSTRUCTION

2/21/2019

R/W 16 SHELTER REPLACEMENT PROJECT

GENERAL NOTES & GFM LIST

NORTH KINGSTOWN QUONSET ST ATE AIRPORT RI

REVIEWED BY

SUBMITTED BY

B.FOQ/..'/-:1r--1 --

APPROVED BY /4~

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PROJECT ENGINEER MGR: ENGINEERING 1 CENTER

ISSUED BY DATE 02/21/2019 l JCN 1304494 t---+----+-DRA_W_N -----PL ENGINEERING SERVICES >--D_RA_w-,N-G~No~=~~----=-'-+-R~Ev'-1

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AN-FPS/8 & SERIS CONTROL CABLE

AN-FPN/28 CONTROL CABLE

COMMUNICATION CONTROL CABLE

ASR-5 CONTROL CABLE

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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

02/21/2019 CONSTRUCTION, DT •17635 1304494 09/20/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE

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QUONSET STATE NRPORT

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INSTALL

3" GRSC

POWER SERVICE

MAIN ENTRANCE

E/G RECEPTACLE -

(GFM)

INSTALL

( 3) 1 /C #3/0 &

( 1 ) 1 /C #2 GRND

IN 3" GRSC FROM

POWER HANDHOLE

GROUND ROD~

FIBERGLASS HOOD

(GFM)

MOUNT HVAC

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DOOR HOOD

( GFM)

ALUMINUM

DOOR AND FRAME

(GFM)

A MALSR SHELTER NORTH ELEVATION

A001 SCALE: 3/8" = 1'-0"

SHELTER

EXHAUST

VENT WITH

HOOD (GFM)

UN IT ( GFM) ---++-----------i =I

6 5

INSTALL 4" X 4" X 4"

PVC JUNCTION BOX --

HVAC UNIT

(GFM)

SHELTER

GROUND LWC

HVAC UNIT -----i--<

( GFM)

INSTALL NEW

2" GRSC

STEADY BURN

POWER TO

HANDNOLE ----

#4/0 BARE COPPER

CABLE TO

COUNTERPOISE

CLASS 2 COPPER

DOWN CONDUCTOR

TO COUNTERPOISE

INSTALL

GIG

ANTENNA

(GFM)

INSTALL

A/G

ANTENNA

( GFM)

INSTALL 1" GRSC

RISER W/ WEATHERHEAD

INSTALL 4" X 4" X 4"

PVC JUNCTION BOX

INSTALL

INSTALL NEW

2" GRSC TO

FLASHER CONTROL

INSTALL NEW

2" GRSC TO

FLASHER POWER

2" GRSC TO HANDHOLE

3 - 1 /C #2 AWG

1 - 1 /C #8 AWG

TO FLASHERS

INSTALL

1 " GRSC

RISER

E/G RECEPTACLE

2" GRSC CONDUIT

SLEEVE (CAPPED)

INSTALL

(2) 250 KCMIL CABLES FROM

HIGH ENERGY TRANSIENT BWS

TO COUNTERPOISE

SHELTER GROUND LUG

INSTALL

2" GRSC TO HANDHOLE

CONTAINS 6 PR

#19 TO FLASHERS

2-250 MCM EXOTHERMICALLY

WELDED TO 4/0 COUNTERPOISE

MALSR SHELTER SOUTH ELEVATION

A001 SCALE: 3/8" = 1'-0"

INTAKE FAN &

LOUVER WITH HOOD

GFM

INSTALL

3" GRSC

POWER

SERVICE

ENTRANCE

,___LIGHTNING

PROTECTION

SYSTEM

(SEE NOTE 5)

_ _,--FIBERGLASS COATING OVER PLYWOOD

(ORANGE & WHITE STRIPES)

FIBERGLASS

HOOD

E/G RECEPTACLE

2 1

0 0 0

MALSR SHELTER

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A ... •

1 MALSR SHELTER PLAN (LEFT CONFIGURATION)

A001 SCALE: 3/8" = 1'-0"

NOTES:

C A001

5/8" ANCHOR

BOLTS (6 PL)

1, CONTRACTOR SHALL INSTALL EXPANSION COUPLINGS ON ALL EXTERIOR,

VERTICAL GRS CONDUITS,

2, CONTRACTOR SHALL CONNECT SHELTER TO COUNTERPOISE IN SEVEN LOCATIONS,

#4/0 AWG CONNECTED TO SHELTER FRAME WITH A DOUBLE BOLT CONNECTOR

AND EXOTHERMICALLY WELDED TD COUNTERPOISE,

3. SHELTER IS BOLTED DOWN AT SIX ANCHOR BOLT LOCATIONS.

4. INCOMING POWER SOURCE, 3" GRSC WITH (3) 3/0 AWG AND

#2 AWG GREEN GROUND CABLE, CONTRACTOR SHALL

RECONNECT INCOMING POWER SERVICE.

5. LIGHTNING PROTECTION SYSTEM COMPONENTS ARE GFM AND

INSTALLED BY CONTRACTOR, REFERENCE DWG, coo1.

LEGEND:

CD SEE NOTE 1, ETC,

UNDISTURBED EARTH

BACKFILL MATERIAL

[iii,~ CRUSHED STONE

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

TOP OF

FOUNDATION

TOP OF

FOUNDATION

PROVIDE EXPANSION

COUPLING (TYPl PARSCNSr-r--~----~----4--~ b • ,. . ,. .

C MAL SR SHELTER WEST ELEVATION

A001 SCALE: 3/8" = 1'-0"

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STONE,

INSTALL

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(ENGINEERING FABRIC)

UNDER FINISHING STONE

CRUSHED STONE

D A001

INSTALL

#4 GROUNDS TO

COUNTERPOISE

FROM SERVICE

ENTRANCE INSIDE

MAL SR SHELTER EAST ELEV A TION

SCALE: 3/8" = 1'-0"

5 4

INSTALL

3/4" X 10'

COPPER CLAD

GROUND ROD

<TYP)

PTSI Managed Services Inc.

1200 District Ave Burlington, MA

781.238. 7070

RELEASED FOR,

ISSUED FOR CONSTRUCTION

2/21/2019

REV

02/21/2019 CONSTRUCTION. DT •17635 1304494 09/20/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE

APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALSR

R/W 16 SHELTER REPLACEMENT PROJECT

SHELTER EXTERIOR ELEVATIONS

NORTH KINGSTOWN QUONSET STATE AIRPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

G.NEVI

PROJECT ENGINEER MGR: ENGINEERING CENTER

RI

PL ISSUEDBY DATE 02/21/2019 JCN 1304494

1----1---+D-RA_W_N-----'-"-i ENGINEERING SERVICES >-o-RA_w_1NG-N~o~~~~---~-=-..c.,~RE'---'-'v

DESIGNED

INFRASTRUCTURE PL

CHECKED PL OQU-1304494-A001

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1 , SHELTER FLOOR PLAN

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q -f--

:(;I

FINISHED CEILING

I• ] MAIN INSTALL

l;J. . GROUND INSTALL 4"X4"X4" PVC

• · • PLATE 1" EMT--,.._ ni-- JUNCTION BOX ________ r-

1 ~ INSTALL ' 1==!@~6::-1== ,--= _= _= _=_ =_, =~/-1" EMT~

12" EMT -cr'-rr-rr-rr-rr' ct+=:J::P-----,q:p---q:ip----q:=i:=w--t-r- INSTALL

3/4" EMT

L~--~__Jf=i~====, F F= = i==I \_3/4" ~----,-/----~

INSTALL

2" EMT

,-,.nA--

EMT L I NS TALL 6 "X6"

'--INSTALL 2" EMT ~

FLASHER CONTROL

INSTALL 2" EMT ~2" EMT

FLASHER POWER STEADY BURN POWER

WIREWAY

1-,1 _F_I N_I_S_H_E_D_F_L_O_O_R ________ __c1_,e6_' _-0'-'-' _______________ !

/ B' SHELTER INTERIOR ELEV

,A002 SCALE: 1/2" = 1'-0"

7 6

5 4

16 1 /2"

FINISHED CEILING

I I

Ill [ l tJ

<.O <.O

FINISHED FLOOR

-/A\ SHELTER INTERIOR

,A002) SCALE: 1/2" = 1'-0"

FINISHED CEILING

I

I I

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FINISHED FLOOR

/ C \ SHELTER INTERIOR ELEV

1 A002' SCALE: 1/2" = 1'-0" ' .,, -

1' 0

I a

ELEV

I I I I

1' 2'

SCALE: 1/2" =

5 + 4

I

IX

1'-0"

RELEASED FOR,

2 1

FINISHED CEILING

Ill ~

VINSTALL (j)

D 2" EMT

@ V

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CJ (V

FINISHED FLOOR

/ D' A002

SHELTER INTERIOR ELEV

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

FACILITY COMPONENT SCHEDULE

ITEM# DESCRIPTION

1 MAIN DISCONNECT 200AMP HD SUPPLIED W/SHELTER

2 TVSS SUPPLIED W/SHELTER

MAIN TRANSFER SWITCH SUPPLIED W/SHELTER

SHELTER POWER DISTRIBUTION PANEL SUPPLIED W/SHELTER

MALSR PCA SALVAGED

A/G RECEIVER SALVAGED

MALSR TRANSFORMER SALVAGED

MALSR POWER DISTRIBUTION PANEL SALVAGED

INTERFACE SALVAGED

DECODER SALVAGED

GIG RECEIVER SALVAGED

NOTES:

1, CONTRACTOR TO RE-MOUNT SALVAGED FAA EQUIPMENT AND PROVIDE

NEW CONDUIT AND WIRING BETWEEN EQUIPMENT. FAA SHALL TERMINATE

WIRING AT ALL FAA EQUIPMENT. CONTRACTOR TO MAKE ALL

REV

OTHER CONNECTIONS.

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 use 552

02/21/2019 CONSTRUCTION, OT •17635 1304494 09/20/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALSR

ISSUED FOR CONSTRUCTION

2/21/2019

R/W 16 SHELTER REPLACEMENT PROJECT

SHELTER FLOOR PLAN

AND DETAILS

NORTH KINGSTOWN QUONSET STATE AIRPORT , , RI

REVIEWED BY SUBMITTED BY 1 _..

1--~--18.F~ .,-;~ ,-; /

APPROVED BY /4/$

. G.NEV/1 IF-",,-(~~

PROJECT ENGINEER MGR: ENGINEERING CENTER

ISSUED BY DATE 02/21/2019 IJCN 1304494

1---+---+-DRA_W_N ____ ~PL ENGINEERING SERVICES r.o==RA~w:cc,NCC"G~Noc=-~~~---~~r:R::cEv'c1

DESIGNED

INFRASTRUCTURE PL

CHECKED

PL 0QU-1304494-A002

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3/16 CHOPPED FIBERGLASS

WITH WHITE GEL COAT ON ROOF

1/15/32 A.C. PLYWOOD

6-1/2" FIBERGLASS

INSULATION R-19

2x6 ROOF JOISTS

AT 12" O.C.

(CUT FOR SLOPE

OF 3/8" PER FOOT)

GENERAL NOTES

1. ALL FIBERGLASSED OPENINGS TO OVERLAP

EDGES OF THE OPENINGS AND DOOR A MINIMUM

OF 1"

5 4

ELECTRICAL NOTES

1 •

2.

3.

' llll

KANT-SAG CLIPS #RT-7

OR EQUAL TO CONNECT

TOP PLATE TO JOISTS

(EACH SIDE)

2. ALL FAN, A/C AND LOUVER OPENINGS IN WALL

TO BE CUT OUT AND FINISHED WITH INTERIOR

AND EXTERIOR BOARDS COMPLIMENTARY TO THE

SHELTER WHEN ITEMS ARE NOT INSTALLED WHEN

SHELTER WAS ORDERED

4.

5.

6.

ALL INTERIOR ELECTRICAL WORK IS SURFACE MOUNT IN

EMT CONDUIT, MINIMUM IS SIZE3,4", SEE CONDUIT LEGEND

ALL 15 & 20 AMP CIRCUITS HAVE #12 THHN WIRING

EXTERIOR GROUNDING SYSTEM METER AND SERVICE BY THE

ELECTRICAL CONTRACTOR

PANEL BOARD ENCLOSURE GROUNDING BAR AND SERVICE

ENTRANCE RACEWAY SHALL BE EFFECTIVELY BONDED TOGETHER

BROTHERS LABELING FOR ALL CIRCUITS AND ITEMS

~1/2 PLYWOOD

2x BLOCKING

WITH WHITE FRP FINISH

3/4 PLYWOOD WITH WHITE FRP FINISH

r----3" R-MAX ( R-22 l

1 1/2 R-MAX (R-11 l

1/8 INDUSTRIAL GRADE TILE I~

II l

ONE LAYER OF 1 1/8

T & G FLOORING

2 3/4 x 1 1/2 JOISTS

LAID FLAT AT 16 O.C.

11/32 B.C. PLYWOOD

1/8 CHOPPED FIBERGLASS

r 1/4 x 3 S.S. BOLT

AT 16 O.C.

l"----2x4 TOP PLATES 3. THE EXTERIOR STRIPES ARE AS FOLLOWS:

i'_ 3/16 CHOPPED

FIBERGLASS WITH

WHITE GEL COAT

AND ORANGE STRIPES

15/32 A.C. PLYWOOD

AND NAILED

"'--2x4 STUDS AT 8 O.C.

(6) 50 3/8 LONG STEEL

STRAPS WITH (29l 10d NAILS (EACH

CORNER AND ON BOTH

SIDES OF DOOR) *

lr2x4 BOTTOM PLATE

3x2x 11 GAUGE

SQUARE TUBING

LENGTH= 4' STRIPES W/ DOOR AREA WHITE

8' WIDE= 4' STRIPES

10' WIDE= 5' STRIPES

6' WIDE= 3' STRIPES

CORNERS ARE TO BE OPPOSITE

ROOF IS SOLID WHITE

DOOR TO MATCH STRIPE LAYOUT

NAILING SCHEDULE

ROOF: USE 8d NAILS AT 6" DC

AND 4" DC ON 4' ENDS

FLOOR: USE 10d NAILS AT 6" DC

AND 4" DC ON 4' ENDS

SHEAR WALLS: USE 6d NAILS AT 4" DC

LONG WALLS: USE #66G NAILS AT 4" DC

HOLES

7.

8.

9.

1 o.

11.

1 2.

1 3.

NEUTRAL BAR SHALL BE ISOLATED FROM THE GROUNDING

BAR IN PANEL BOARD. ONLY AT THE SERVICE DISCONNECT

SHALL NEUTRAL AND GROUND BAR BE BONDED TOGETHER

FLEXIBLE NONMETALLIC CONDUIT SHALL NOT BE USED

(EXCEPT ON FLEX USED WITH EXTERIOR HVAC UNIT).

USE FLEXIBLE METAL CONDUIT IF NECESSARY

ALL FEEDER ANO BRANCH CIRCUITS INCLUDING NEUTRAL

CONDUCTORS SHALL BE IDENTIFIED AT BOTH ENOS OF

CONDUCTOR W/ PANEL ANO CIRCUIT NUMBER INDICATED

PANEL BOARD ANO DISCONNECT SHALL HAVE NAME PLATES

SHOWING PERTINENT INFORMATION MADE OF RIGID PLASTIC,

AND ENGRAVED WI TH 3,a" TEXT A TT ACHED WI TH WEATHER

PROOF BONDING MATERIAL

HEATER AND A/C UNIT ARE TO BE CONNECTED SO THAT

BOTH DO NOT OPERATE AT THE SAME TIME

HEX CRIMP TO BE USED ON GROUNDING

GROUNDING TO HAVE SILICONE BRONZE BOLTS ANO NUTS

ON DOOR USE SS BOLTS AND NUTS

ALL CIRCUIT WIRING ON LINE #1 TO BE BLACK AND LINE

#2 TO BE RED

ALUMINUM STANDOFF

BRACKET

I

RED INSULATORS

SCHEDULE - PANEL

PANEL GIA 120/240V 1 PHASE

200 AMP, MAIN LUG SURFACE MOUNT

DESCRIPTION # LOAD #1 DESCRIPTION

LIGHTS , 1 ~ 2:-; HVAC UNIT

SPARE , 3 4 ,

RECEPTACLES ., 5 " 0 • RECEPTACLES

SPARE 7 a 2 GFC I RECEPT

SPARE , • 10

, 11 12

I, 13 141/ ,15 161/ t.1 17 18j/

, 19 201/

I/ ~1 221/ I, ~3 1241/

!/ 27 281/

/ 29 301/

PHASE LOAD 3430 1440

TOTAL LOAD 4870W / 240 V = 20.29 AMPS

FINISHED CEILING

L L1;4 X 6

HWH TEK

2x2 #2 EDGE

RAIL CONT.

PLT

W/W

~C3

AT

x 4.1 CHANNEL 16 o.c.

S6x12,5 BEAM

(4) 5/16" MOUNTING

r ( 20 l 3/8" HOLES

1 2

/ 7

6 11 X 12 11 X 1/4"

COPPER GROUND BAR /~ /IT RED INSULATORS

CONSTRUCTION DETAIL

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

I--

N

N

1 /2 1 1 /2

) --t-t------+

1/2 1 1/2

GROUND BAR FRONT VIEW

\.---1,-L------< c ====ccc=t==cic7==tc!Pf" ,,,,--7" X 15" PLEXIGLAS

V PROTECTION COVER

SIDE VIEW

STAINLESS STEEL

HEX HEAD BOLTS

GROUND BAR DETAILS

N

N

' I') lO

' ,,-1 /8" TH I CK STRAP .

• r-(29)-10d X 1 1/2"

- -1 /8" TH I CK STRAP

J -(29)-1Qd X 1 1/2" I- I--

TS3"x 2"x 11 GAUGE

C3 X 4,1 CHANNEL\

SCALE: 3" = 1'-0"

"' z -_J -w u Cl w :c z -u..

f78l7:f-----,_~...l=====~

DI __::-,,_

I

4"x6"x1/4" PLATE \ w/ 1 1 / 4" HOLE\ E~~:;====-"l"'~===j

FRONT VIEW SIDE VIEW

NOTE: STRAP ON EACH CORNER * ( 6 REQUIRED l

STRAP DETAILS

SCALE: 1" = 1'-0"

~G)-

I

~S6x12,5

BEAM

LIFTING EYE

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

I

I I I I I

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CK#6 1 >-----'

----~ --- 5 i----

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1 /2

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1--------:'..ff------------------------:'...l!ll!J-

CK#6 I CK#5T

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I , FINISHED FLOOR

72 1

@CK#1

0 CK#1 !

I I I I I I I I I

I I

9- . j

@CK#1

I I

0 CK#1

@I o' -ff_

~----------+--------"- I ~'-----:=:::-"':-c-,.--+------,,=-1--------------------' @ UCK#1 ,---;:::,· f;:==:;:;::=:::::::;:::;:::::=::::;::;==:::;::;:=:::::::;;:;:::=:::;:;::::=::;:;:==;::;:==:::::;::;::::==:::;:;:==:;::;::=:':JI ,--,--- COPPER GROUND r-- _,- LUG FOR 4/0 AWG

N

I') lO

I 96

WIRE (TYP 3l

STUDS ON EACH

-'-,_ ~ CORNER ( TYP 5 l

~ND BY DOOR

~J.U--~- S6 x 1 2. 5 BEAM

1t--+l---+l-l--~~- C3 x 4.1 CHANNEL

10' X 16 1 SKID PLAN

NOT TO SCALE

I RON 16" O. C.

S6 x 12,5 BEAM

1,1 /T.S. /i/ 3"x2"x11GAUGE

LIFTING EYES

( 4 TYP. l

CONDUIT LEGEND

1 " PVC

3/4" CONDUIT

FLEX CONDUIT

SHIP LOOSE LIST

(4) LIGHT COVERS AND BULBS

(6l TIE-DOWN PLATES (1 l FIBERGLASS DOOR HOOD W/

SILICONE AND SCREWS

(1 l EMERGENCY LIGHT BATTERY

DESIGN LOADS

400 PSF - LIVE FLOOR

70 PSF - LIVE ROOF

150 MPH - WIND

ZONE 4 - SEISMIC

- .. . :' : . : -~1""~1 ' .• ~-- '~" _,' \, . ~ / - . -. \,~· .•. ,; -·' \':.~.,,,f j,..,...,,J v'::,· .;p .r""'

·-r-,-----.-----..---------,,--------------,------,-, : FINISHED FLOOR 1

<D 26 1/2 -

I@

[ ~ CK#8

I 32 f'i"\ :: \_}__/ ..

N 39-1/4"X86-1/2"

~ 1, l- 1- ,N rn-~

I 23 i

I ' ' I

MULTI-POINT

Ii Ii@

FINISHED CEILING 23

FLOOR PLAN

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

ITEM#OTY VENDOR/PART#

1 1 DUPONT

2 1 HW TH522001003

3 2 #CBS20

4 4 COOPER #WS240A

5 1 4074

6 3 #BR20

7 5 -

8 2 CUSTOM

9 1 SQ, D #H224N

NLN 200

1 0 1 BARD

WA121-A03-XP1XXJ

11 1 SO. D

#NQOD30L225CU

MH32BE CAN

MHC32SHR COVER

MATERIAL LIST

DESCRIPTION

3'-0" X 6'-8" HEAVY DUTY DOOR HINGE RIGHT WITH

A DOOR CLOSURE, THREE-POINT LATCH, BEST CORE,

YALE LOCKSET, 24" DEEP FIBERGLASS DOOR SHIELD,

PADLOCK EYES, PAINTED WHITE, T-LATCH AND TOP

HINGE KEYCOVER WITH (2l KEYS AND (1) CORE KEY

HVAC THERMOSTAT

120V LIGHT SWITCH, 20 AMP, COMMERCIAL GRADE

4' 2-BULB FLUORESCENT LIGHTS MOUNTED ON UNISTRUT

200 A DOUBLE THROW ANO 2-1/2" ENTRANCE/ PLATE

125V RATED QUAD RECEPTACLES, 20 AMP, BROWN,

COMMERCIAL GRADE

4" THREADED NIPPLE

1" GRAY PVC EXIT AT 45" WITH SQUARE CUT EXTERIOR

END 3" CLEAR OF FIBERGLASS FOR FIELD CONNECTION

200 AMP FUSIBLE DISCONNECT 2-1/2" ENTRANCE

WITH PLATE

<NEC GROUND CONNECTED BY ELECTRICAL

CONTRACTOR IN FIELD) 2 FUSES SHIPPED LOOSE

1-TON HVAC UNIT WITH 3,6kW HEAT STRIP

STANDARD

200 AMP. MAIN LUG 20" PANEL W/ 30 CIRCUITS,

BOLT ON BREAKERS AND #CB23 GROUND LUG KIT

12 1 RAYVOSS 200A - 240V SINGLE PHASE SURGE ARRESTOR,

#120-2S-N1-3-06-A CLOSE DISCONNECT, NO 90"'s

13 1 - 100AMP ENGINE GENERATOR PLUG

14 2 - 15 - - 16 - -

1 7 1 #BXVP-1 0-DGC

18 1 #6MM-ELW-2E

19 1 #BR20

20 2 DUPONT

21 - -

22 1 CUSTOM

23 - - 24 2 6696G, 2 L060690

25 1 DUPONT

26 1 CUSTOM

27 2 CUSTOM

28 - -

29 1 CUSTOM

2" ENTRANCE WITH PLATE

2 1/2" ENTRANCE WITH PLATE

EXTERIOR LIGHT WITH PHOTOCELL WITH

4 11/16 x 2 1/4 J-BOX

EMERGENCY LIGHT

GFI BREAKER PROTECTED RECEPTACLE

6" x 12" x 1/4" GROUND BAR W/ RED INSULATORS &

STANDOFFS ON INTERIOR WITH PLASTIC COVER. MGB TO

CONNECT TO BREAKER PANEL USING #2/0 THHN GREEN

1-1/2" PVC EXITS THROUGH FLOOR

6" X 96" WIREWAY

6X8 WIREWAY ELBOW

DOOR GROUNDING

FOR GROUNDING #2 THHN GREEN IN 1" PVC

CONDUIT FROM WIREWAY TO GROUND BAR

1-1/2" PVC CONDUIT FOR GROUNDING

1" CONDUIT FOR DOOR GROUNDING

VENDOR,

ITEM#QTY PART# DESCRIPTIOI

H

G

F

E

1---------------------'N ' 1- - - - ;:-;_ O=~====== ,-~, - 30 :~

I L.J --------- I', I 1.0

: CK#2, 4 I w : i !

I I I I ~ I I ® : I I '

31 ~ <---+---1----+-------n

66 ' 1 1 I '---------!------ I I --------~'--------1 I

-z -(/)

:c /Tl

"Tl r ;o

35 D

I I I ' I I

© ! /-n 3" 0 3" 6" 9" -•------------------------bi~ ------ I --

N

REV

CK#5 Ii~

I /Tl lo I

I ' /Tl ,I ;::

111_

IZ

I'"' : !

02/21/2019 CONSTRUCTION, DT#17635

APPROVED

DATE DESCRIPTION

SCALE: 3" = 1'-0"

1' 9" 6" 3" 0

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

1'

1' 0 ---- 0 1'

SCALE: 1" = 1'-0"

1' 2'

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

1304494 09/20/2018

JCN REDLINE

DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

1'

2'

5' I

APVD

ATO -TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALSR

R/W 16 SHELTER REPLACEMENT PROJECT

10' X 16' DUPONT SHELTER

NORTH KINGSTOWN QUONSET STATE AIRPORT , RI

REVIEWED BY SUBMITTED BY . . ,AGPP.RO::'ED ::''LL£ /4,,#

8. li--;>,- ~i},(/ ·. ,v, v" ·_A(' a:#7 PROJECT ENGINEER MGR: ENGINEERING CliliiTER

DESIGNED

PL

DRAWN

ISSUED BY DATE 02/21/2019 jJCN 1304494 ENGINEERING SERVICES 1--D_RA_W_IN_G_N_o-==""--'"--L-------'-"=R"'Ev'--'

PL

CHECKED

PL

INFRASTRUCTURE OQU-1304494-A003

2 1

C

11.

w

THIS DRAWING PRODUCED ON NEW ENGLAND REGION M!CROSTATlON SYSTEM

G

F

E

D

C

B

A

-N-

7 6

EXISTING POWER

MANHOLE----

TO BE REUSED EXISTING STEADY BURN [

EXISTING 6 PR, #19 (DEB)

FLASHER CONTROL CABLE

£ POWER CABLES (DEB)

TO BE REUSED ------- ------------------ ___________ } _____ -

-- -----------..1 ~~

EXISTING FLASHER

POWER CABLES <DEB)

REMOVE 3"

GRSC RISER

TO BE REUSED ~----

EXISTING POWER I

SERVICE CABLES

TO BE REUSED ( SEE NOTE 3 ) I

CONDUIT TO BE ABANDONED---

ABANDONED

XFMR VAULT

TO REMAIN

EXISTING

POWER MANHOLE

TO REMAIN---

I

EXISTING I

WOOD FRAMED

MALSR SHELTER

10' X 12'

TO BE REMOVED

( SEE NOTE 1 )

FF]

CONCRETE SLAB

TO REMAIN

(SEE NOTE 2)

E'.i:±iJ"'"''--DE MOL I s H

CONCRETE STOOP

POWER MANHOLE j

TO REMAIN~------_...., ___ J _____________ MAL SR POWER_ SERVICE DUCTBANK _____ TO UTIL !TY

I ----------------------------------0----------------HIGH VOLTAGE_DUCTBANK _______________ _

~ GRAVEL PERIMETER ROAD~

1 DEMOLITION PLAN

D001 SCALE: 1/4" = 1'-0"

POLE #12

" REMOVE 2" RISER

CONDUITS AND DISPOSE,

I

~r- REMOVE 2" RISER

CONDUITS.AND DISPOSE,

CABLES TO BE REUSED

CABLES TO BE REUSED

E TAG DESCRIPTION ------

REMOVE 3" RISER

CONDUIT AND DISPOSE,

SERVICE CABLE TO BE REUSED

D001

I

CD

• I> > .. ,~ • I> •

SHELTER INTERIOR DEMOLITION

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

A MAIN DISCONNECT

B MAIN PANEL

C MALSR PCA

D A/G RCVR

E TRANSFORMER

F MALSR DIST. PNL

G INTERFACE

H DECODER

I G/G RCVR

J 2-DOOR CAB

K 2-DOOR CAB

L WORKBENCH

M A/G ANTENNA

N GIG ANTENNA

0 OFFICE CHAIR

DISPOSITION

REMOVE

REMOVE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

SALVAGE

3 2 1

NOTES:

1. REMOVE OR SALVAGE EQUIPMENT SHOWN ON INTERIOR DEMOLITION

PLAN. REMOVE SPARE PARTS AND OTHER MISCELLANEOUS ITEMS AS

DIRECTED BY THE RE. PROVIDE CLEAN, DRY, STORAGE CONTAINER FOR

ALL SALVAGED MATERIALS.

2. CONCRETE BUILDING SLAB TO REMAIN. USE CARE NOT TO DAMAGE

SLAB DURING BUILDING DEMOLITION.

3. POWER SERVICE CABLES TO BE REUSED. HAND DIG CABLES AND PULL

BACK TO NEAREST MANHOLE. REMOVE CONDUIT TO EXTENT POSSIBLE.

REMAINING TO BE ABANDONED IN PLACE.

4, REVIEW HAZMAT REPORT PRIOR TO ANY DEMOLITION. PROCEED WITH

DEMOLITION AFTER ALL REQUIRED PERMITS AND CONDITIONS ARE

APPROVED BY FAA.

5. FAA WILL DISCONNECT INTERNAL WIRING FOR MALSR EQUIPMENT.

COORDINATE WITH RE.

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

PARSONS~~----~---+--~

PTSI Managed Services 1200 District Ave Burlington, MA

781.238. 7070

REV

02/21/2019 CONSTRUCTION, DT •17635 1304494 09/20/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE Af'VD

L--------_:~~~~jATO - TECHNICAL OPERATIONS EASTERN SERVICE

MALSR

AREA

RELEASED FOR:

ISSUED FOR CONSTRUCTION

2/21/2019

R/W 16 SHELTER REPLACEMENT PROJECT

DEMOLITION PLAN

NORTH KINGSTOWN QUONSET STATE ~RPORT RI

REVIEWED BY

SUBMITTl:D BY APPROVED BY

G.NEVI

PROJECT ENGINEER MGR: ENGINEERING CENTER

ISSUEDBY DATE 02/21/2019 JCN 1304494

1----+---+o_RA_W_N ____ '-"-'PL ENGINEERING SERVICES '--o_RA_w-,N-G -"No""'-'"-"-'"-"-'"-L----'-"-"--'--'-'R'-'-'Ev

DESIGNED

INFRASTRUCTURE PL

CHECKED

PL OQU-1304494-D001

H

G

F

E

D

C z j::

z ii 0 ...

Lu ::, !!l

<O

"" "' "' 0

C u u ' A~ s o ' 0

G

F

E

D

C

B

A

INSTALL

EXISTING MALSR FLASHER

CONTROL, 6 PR #19 (DEB)

IN 2" GRSC, 10 FEET BEYOND EES

INSTALL

EXISTING MALSR

FLASHER POWER (DEB)

IN 2" GRSC,

10 FEET BEYOND EES

INSTALL 3" GRSC

POWER SERVICE

ENTRANCE---~

ABANDONED

TRANSFORMER

PAD TO REMAIN

EXISTING

POWER

MANHOLE

I I I

/ I

C002

F ~+-C-0-0-24 HANDHOLE

PROPOSED

MALSR SHELTER

(10' X 16')

EXISTING / I

__ l:2:i!ce -¥------ i _______________ _._ TO

CONCRETE

DOOR STOOP

METER

RACK

------------ HV ---------

EXISTING

HV POWER

MANHOLE

HIGH ENERGY GROUND BUS (GFM)

ON INSIDE WALL INSTALL (2)

250 KCMIL INSULATED

CABLES TO COUNTERPOISE

INSTALL --4/0 BARE COPPER

1 MALSR SHELTER GENERAL SITE PLAN

C001 SCALE: 1/4" = 1'-0"

INSTALL

EXISTING MALSR

STEADY BURN

POWER CABLES (DEB)

IN 2" GRSC,

10 FEET BEYOND EES

6" LAYER OF 3/4" CRUSHED STONE

OVER GEOTEXTILE FABRIC

4 FEET OUT FROM SHELTER ON

ALL SIDES

GRAVEL

PERIMETER ROAD

COUNTERPOISE

2' BGL - ALL AROUND ~---~=-r- B GROUND ROD

-~C-0_0_2__. DETAIL (TYP)

1 ', \ I

INSTALL ~- ) \ #4/0 BARE COPPER , -,, 1 /

(TO SKID LUG) , \ ,

I

' I I I I I I

1 I SHELTER ~~~-, 1

1 FOUNDATION S001 1

INSTALL

#4 INSULATED

GROUND WIRE

I I I I I I I

INSTALL 1 ~-

M

I \

// I \ / / I

~ / .,..- .,,, I I ,.......- \ I ., I /

I I I I I I

3" GRSC c;;,, -

POWER SERV I CE ~ J~ ----- fet:~::!!:::;::::=::!!::=:::::;:::~==:::!!:==::::!~.J ~ I _, I I I I I I I

I

I

I

I I I I I I I I

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V" \_. / \

/ I / \

\ I ', TO

MANHOLE

INSTALL

GROUND ROD

(TYP AROUND

SHELTER)

I / I / 1/

D C002

C001

...., ' ' I ' I

GROUND WELL

l EX I ST I NG ACCESS ROAD J

MALSR SHELTER GROUNDING PLAN

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

INSTALL

STEEL MAST W/AIR

TERMINAL (2 PL)

PROVIDE

#4/0 BARE COPPER

(TO SKID LUG)

3 2 1

NOTES:

1, INSTALL A 6" LAYER OF 3/4" CRUSHED STONE MATERIAL OVER NEW GEOTEXTILE

FABRIC AROUND SHELTER ONCE THE NEW SHELTER FOUNDATION IS INSTALLED. 3/4" CRUSHED STONE

MATERIAL SHALL EXTEND PER PLANS. EXISTING GRASS AND GRADE SHALL BE EXCAVATED AS

NECESSARY TO ACCOMODATE NEW STONE.

2, INSTALL #4/0 BARE COPPER COUNTERPOISE WITH 4 GROUND RODS AROUND SHELTER.

EXOTHERMICALLY WELD 4/0 BARE COPPER COUNTERPOISE TO GROUND RODS. BOND

ALL GRSC AND SHELTER TD COUNTERPOISE WITH A #2 BARE COPPER CABLE. #2 BARE COPPER SHALL BE EXOTHERMICALLY WELDED AT BOTH COUNTERPOISE & GRSC. THE CONNECTIONS AT THE SHELTER CAN BE

VIA A MECHANICAL CLAMP.

3, COMPLETE AN UNDERGROUND UTILITY SWEEP TO CONFIRM CONDUIT AND CABLE LOCATIONS THEN

HAND DIG TO EXPOSE THE EXISTING MAIN POWER CABLES, THE EXISTING MALSR

POWER AND CONTROL CABLES, THE MAIN POWER CONDUIT WILL BE REPLACED WITH A NEW 3" GRSC TO THE NEW SHELTER, CABLES TO THE SHELTER SHALL BE PULLED BACK, CAREFULLY COILED, AND PROTECTED AND STORED FOR REUSE.

4, LOCATE EXISTING DEB MALSR CABLES, HAND DIG AND PULL BACK, PROTECT EXPOSED CABLES DURING SHELTER WORK. INSTALL 2" GRS CONDUIT FROM SHELTER TO 5' BEYOND COUNTERPOISE, ROUTE EXISTING CABLES THRU CONDUIT INTO SHELTER, RECONNECT ALL CABLES TO EQUIPMENT

IN SHELTER. BOND GRS CONDUIT TO EES WITH #2 BARE COPPER CABLES EXOTHERMICALLY

WELDED ON BOTH ENDS,

5. COORDINATE WITH SSC AND THE POWER COMPANY TO HAVE THE POWER SHUTDOWN TO

THE LDC SHELTER. INSTALL A NEW 3" GRSC LB WITH CONDUIT OFF THE NEW SHELTER

EXTERIOR WALL TO THE EXISTING MANHOLE ONSITE . COORDINATE WITH SSC AND THE

POWER COMPANY TO HAVE THE POWER TURNED BACK ON TO THE SHELTER.

6.

7.

8.

COORDINATE WITH AND ASSIST THE FAA SSC SITE TECHNICIAN WITH RELOCATING

AND INSTALLING THE EXISTING ELECTRONIC EQUIPMENT, AND ENVIRONMENTAL CONTROLS

FROM THE EXISTING LDC SHELTER TO THE NEW SHELTER. ALL EQUIPMENT TO BE

RELOCATED MUST BE PRTOECTED.

REMOVE THE EXISTING SHELTER AND CONCRETE STEPS AND DISPOSE OF LEGALLY OFFSITE,

COORDINATE WITH THE FAA SSC TECHNINICAN FOR ALL EQUIPMENT AND MATERIAL TO

RELOCATED. REFER TO DWG G003 FOR GFM EQUIPMENT AND DWG A002 FOR PROPOSED

EQUIPMENT LOCATIONS,

9. COORDINATE WITH THE FAA SSC AND AIR TRAFFIC BEFORE TAKING THE MALSR OUT OF SERVICE.

FAA SHALL ALSO COORDINATE WITH AT AND THE SSC PRIOR TO ANY CRANE ACTIVITY,

10, LAYOUT THE EQUIPMENT SHELTER CONCRETE PAD FOUNDATION SO THAT THE NORTHWEST

CORNER OF THE SHELTER REMAINS IN THE EXACT SAME LOCATION,

GROUNDING NOTES:

1, INSTALL NEW EARTH ELECTRODE SYSTEM (EES).

2. ALL UNDERGROUND GRSC SHALL BE GROUNDED USING A #2 AWG BARE COPPER GROUND TO THE

GROUNDING COUNTERPOISE AND/OR GROUND ROD AT EACH END.

3, EES SYSTEM CONNECTIONS TO THE SHELTER SHALL BE 24 INCHES (MINIMUM) BELOW GRADE, 4, PROVIDE AND INSTALL TWO #2 AWG BARE COPPER FACILITY SKID GROUNDS

FROM THE BUILDING SKID TO THE EES.

5, PROVIDE AND INSTALL #4 AWG INSULATED GREEN COPPER CONCUCTORS FROM THE

SHELTER DISCONNECT SWITCH, DOUBLE THROW E/G SWITCH AND TVSS TO FACILITY EES

6, CONNECT 2-250 MCM MAIN GROUND (COLOR CODED GREEN)

CONDUCTOR EXTENDING BETWEEN THE INTERIOR MAIN GROUND PLATE TO THE EES.

LIGHTNING PROTECTION NOTES:

1, INSTALL GFM CLASS 2 LIGHTNING PROTECTION (L.P.) RING AROUND TOP OF THE NEW SHELTER.

2. INSTALL TWO 24" HARGER 1224CUAT GFM AIR TERMINALS ON OPPOSITE

(CENTER) ENDS OF THE SHELTER ROOF.

3, AIR TERMINALS SHALL BE MOUNTED TO 2" GRSC RISERS, 10" ABOVE HIGHEST ANTENNA,

4, EXTEND TWO DOWN CONDUCTORS FROM L,P, RING TO THE EES SYSTEM. EXOTHERMICALLY WELD

DOWN CONDUCTORS TO GROUND ROD AT THE EES SYSTEM.

5. ADHERE L,P. SYSTEM TO NEW SHELTER BY USE OF ADHESIVE CABLE HOLDERS

AND BASES.

6, INSTALL LIGHTNING PROTECTION SYSTEM IN ACCORDANCE WITH FAA-STD-019F: LIGHTNING AND SURGE PROTECTION, GROUNDING, BONDING AND SHIELDING REQUIREMENT FOR FACILITIES AND

ELECTRONIC EQUIPMENT OR LATEST EDITION,

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

PARSONS

PTSI Managed Services 1200 District Ave Burlington, MA

781.238. 7070

REV

02/21/2019 CONSTRUCTION, OT •17635 1304494 09/20/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

RELEASED FOR,

ISSUED FOR CONSTRUCTION

2/21/2019

MALSR

R/W 16 SHELTER REPLACEMENT PROJECT

PROPOSED SITE PLAN

NORTH KINGSTOWN QUONSET STATE ~RPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

B G.NEVI

PROJECT ENGINEER

DESIGNED

RI

ISSUED BY DATE 02/21/2019 JCN PL

ENGINEERING SERVICES

1304494

DRAWN DRAWING NO REV

PL INFRASTRUCTURE

CHECKED OQU-1304494-C001 PL

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COMPACTED BACKFILL

WARN I NG TAPE-------+----

3" GRSC WITH EXISTING

POWER SERVICE CABLES

3"

TYP

9"

TRENCH DETAIL

NOT TO SCALE

IMPRESSED

LETTERING-----i:i==

DYED CONCRETE IF~~

(ORANGE) !DUCT

ARROWS MAY VARY TO [Ml /fe,~ ® lffi I ND I CA TE CHANGE OF 'ti_fp) 1?3)_/F" DIRECTION OF OUCT----.._1 U IJ, it;, ~

1 INCH

CHAMFER

N

INSCRIPTION MAY VARY

DEPENDING ON LOCATION

OF DUCT MARKER

VERIFY INSCRIPTION

WITH COTR/RE

C CONCRETE DUCT MARKER

C002 SCALE: 3/ 4"=1'-0"

COMPACTED BACKFILL----.._

WARN I NG TAPE-------+------,--

(4) 2" GRSC WITH MALSR

STEADY BURN POWER

3"

TYP

E

1"

TYP

TRENCH DETAIL

NOT TO SCALE

N

1/0 AWG BARE

COPPER GUARD WIRE

GRADE LINE~

:; z o_

6 AWG OR 2 AWG GROUND

B coo

~4/0 AWG BARE COPPER

/ _ COUNTERPOISE

'----,c___-

~-----EXOTHERMIC WELD

--314" X 10'-0" COPPER

CLAD STEEL GROUND ROD

TYPICAL GROUND ROD INSTALLATION

NOT TO SCALE

PVC GROUND WELL W/STEEL --.,

COVER (HARGER #362PBSJ

GROUND ROD --

6"

1 '-0"

N

GROUNDING WELL DETAIL

NOT TO SCALE

COMPACTED BACKFILL

WARN ING TAPE-------+----

2" GRSC

G C002

3"

TYP

9"

N

TRENCH DETAIL

NOT TO SCALE

HANDHOLE COVERS IDENTIFIED

WI TH "FAA-POWER" OR "FAA-CONTROL"-..___..___,,,----.._

28" HANDHOLE F-44'°0/f, COVERS c~

28" DIA

OPENING

1" CHAMFER

3/4" HOLE

(FOR #2. BARE

COPPER GNDJ

45 II

I I

I s -- ---+--- -- lO

I ,,.

I

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• ··,--,,..~---'-•c.,·.

4 11 WALL " ,,

KNOCKOUTS

(AS REQDJ •

6,, ~ -1-"---,H-- (_) (_) 0 s . "' "' •

28"

3/4" CRUSHED STONE

WELL COMPACTED-~

KNOCKOUTS

( AS REOD J

GEOTEXTILE FABRIC

CONCRETE HANOHOLE NOTES:

1 • 2.

3.

4.

5.

6.

7.

8.

CONCRETE COMPRESSIVE STRENGTH - 5,000 PSI MINIMUM .

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

MINIMUM DESIGN LOAD - AASHTO HS20-44.

CAST IRON HANDHOLE FRAME AND COVER SHALL BE LEBARON LE-285L

AND L28C5.

INSTALLED A CRUSHED STONE SUMP UNDER ALL HANDHOLES, TOP, SIDES

AND BOTTOM OF SUMP LINED WITH A WATER PERMEABLE ENGINEERING FABRIC.

AFTER INSTALLATION OF CONDUITS THROUGH KNOCKOUTS, GROUT

AROUND CONDUIT.

CABLE SLACK LOOPS INSTALLED IN ALL HANDHOLES.

INSTALLED CABLE RACKS IN HANDHOLE, 2 SIDES MINIMUM.

F CONCRETE HANDHOLE

NOT TO SCALE

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

PARSCNS~--r-------4----4--~ PTSI Managed Services 1200 District Ave Burlington, MA

781.238. 7070

REV

02/21/2019 CONSTRUCTION, OT •17635 1304494 09/20/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE APVD

L---------~~~~:__jATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALSR RELEASED FOR,

ISSUED FOR CONSTRUCTION

2/21/2019

R/W 16 SHELTER REPLACEMENT PROJECT

SITE DETAILS

NORTH KINGSTOWN QUONSET STATE ~RPORT RI

REVIEWED BY

APPROVED BY

G.NEVILLE

PL ISSUEDBY DATE 02/21/2019 JCN 1304494

t---+--+o=-=RAcccWccNc------'-=-1 ENGINEERING SERVICES t--D~RA-W-,N~G-NO~~~~---~~>'-'R'---'--<EV

PL INFRASTRUCTURE

DESIGNED

CHECKED PL OQU-1304494-C002

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I I I I I I I I I I I

I I I

NEW MALSR

SHELTER

(GFM)

-EXISTING

POWER

MANHOLE

V INSTALL EXISTING

FEEDERS IN NEW

U. G. CONDUIT, SEE NOTE 1.

__,---3" GRSC

~ PROVIDE AND INSTALL

(GFM)

100 AMP PLUG IN FOR

PORTABLE GENERATOR

(GFM)

r---- P4 c 200A, 240VAC c \ > DOUBLE THROW

' C GFM l

P2f------L--, SERVICE ENTRANCE

TVSS

(GFM) ~ li)1

MALSR MAIN (GFM)

SAFETY SWITCH 200A, 2P

FUSED AT 100A

~ tw ~ NEC REQUIRED L__-t----_J.!.1. NEUTRAL-GROUND

~ BOND

[Z] t----/,___ __ --, ~ CONNECTED DIRECTLY

- TO COUNTERPOISE

EXOTHERMICALLY WELDED

2 AWG INSULATED GREEN

SCHEDULE - PANEL

PANEL GIA 120/240V 1 PHASE 200 AMP, MAIN LUG SURFACE MOUNT

DESCRIPTION # LOAD DESCRIPTION

LIGHTS 3

1 2

4 1/ HVAC UNIT

SPARE

RECEPTACLES 5 3I 6 RECEPTACLES

f-;R;is;RC~[N;'i;TE""R~FA'""CEa---lr,Jv E:-7f-360 ----==- 8 GFCI RECEPT

MALSR 9 ~ 101..-, FAN/LOUVER

i~ 11 38-40 1230

PHASE LOAD

TU (Al I OAD

13 141/ 17-

1-

5-

29-

1. 11 7200

18.310 / 240 V = 76.29 AMPS

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

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I

I

I I I I L-------------------------------------------------------~

ELECTRICAL DIAGRAM

NOT TO SCALE

ONELINE DIAGRAM NOTES:

1, INSTALL EXISTING FACILITY FEEDERS FROM THE NEAREST MANHOLE

INSTALL NEW CONDUIT, MINIMUM 3" GRSC.

(GFM)

2. ALL PENETRATIONS SHALL BE GROUTED ON THE OUTSIDE OF THE CONDUIT AND SEALED

ON THE INTERIOR WITH A REMOVABLE SEALING COMPOUND AFTER INSTALLATION

3.

OF CONDUIT AND CONDUCTORS.

ALL CONDUCTORS SHALL BE MINIMUM COPPER, THWN, 600V RATED. ALL BOLTED

CONNECTIONS SHALL BE VIA HYDRAULICALLY CRIMPED TWO HOLE LUGS UTILIZING

BELLVILLE WASHERS. REFER TO FAA-STD-019F FOR MECHANICAL CONNECTION

REQUIREMENTS.

EXISTING MALSR FLASHER

CONTROL, 6 PR #19 CDEBl

INSTALL GRSC CONDUIT TO

10' BEYOND EES

-41(- - - - _ ____/n\p ~---

EXISTING MALSR

2" GRSC >----<· >-----+-~-+--~

INSTALL GRSC CONDUIT

HANDHOLE

4-2" GRSC

EXISTING MALSR

STEADY BURN

P5

POWER CABLES COEBl

INSTALL GRSC CONDUIT

TO HANDHOLE

FLASHER POWEr~(~D~EB~l '.___~-~---:==J EX IS TI NG POWER CONDUIT TO H ANDHOLE ~ _ ___,_.,_,_,____...u ___ .,_,_.,_,_L.J...L...,_ ___ ~

TO BE ABANDONED IN PLACE-------__,, ~ __

3" GRSC

P1

• 1-3"

ABANDONED

TRANSFORMER

I

I

PAD TO REMAIN ~--i

EXISTING

POWER

MANHOLE

I p

EXISTING / I

FAA-P

PROPOSED

MALSR SHELTER

<10' X 16')

POWER I

_"'N"°''-~------1---------------~ TO

METER

RACK

------------ HV ---------

POLE #11

EXISTING

HV POWER

MANHOLE

THOMPSON ROAD

ED01

ELECTRICAL SITE PLAN

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

---x---x----+--.~+-x-1-oo---FENCE LI NE

POLE #12 GATE

WI 3-1/C #3/0 AWG & METERING & DISCONNECT PEDESTAL

A-41

W/ 1-1 /C #2 CU GND ---

MANHOLE

SYSTEM

MALSR

SHELTER

200A DISCONNECT

W/100A FUSES

HIGH VOLTAGE

MANHOLE SYSTEM

3-1/C #3/0 AND

1-1/C #2 CU GRD IN

A 3" GRSC

3 CABLE LAYOUT

E001 NOTTO SCALE

5 4

GRAVEL

PERIMETER ROAD

PARSONS

PTSI Managed Services Inc.

1200 District Ave Burlington, MA

781.238. 7070

RELEASED FOR,

ISSUED FOR CONSTRUCTION

2/21/2019

2 1

CONDUIT/CABLE SCHEDULE

P1 3" GRSC W/3-1/C #3/0 POWER SERVICE

& 1--#2 GREEN GROUND (EXISTING) ENTRANCE

P2 2" EMT (GFMl TRANSFER SWITCH

P3 2 " EMT (GFM) MAIN DIST. PANEL

P4 1 " EMT (GFM) EG PLUG

P5 4 - 2" GRSC STEADY BURN POWER

P6 2 " GRSC FLASHER

P7 2 " GRSC FLASHER

NOTES:

1. CONTRACTOR SHALL MOUNT ALL EQUIPMENT AND PROVIDE ALL

CONDUIT AND WIRING REQUIRED FOR MALSR EQUIPMENT

RE-INSTALLATION, FAA WILL MAKE FINAL TERMINATIONS OF

ALL CABLES IN MALSR EQUIPMENT,

FOR OFFICIAL USE ONLY

COMM.

POWER

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

02/21/2019 CONSTRUCTION, DT#17635 1304494 09/20/2018

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL A VIA TI ON ADMINISTRATION

REDLINE

DATE APVD

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

MALSR

R/W 16 SHELTER REPLACEMENT PROJECT

ELECTRICAL PLAN

NORTH KINGSTOWN QUONSET STATE AIRPORT

REVIEWED BY

SUBMITTED BY

(I

APPROVED BY

G. NEVILL

PROJECT ENGINEER

DESIGNED ISSUED~Y DAT~ JCN

PL 02/21/2019

DRAWN ENGINEERING SERVICES DRAWING NO

PL INFRASTRUCTURE

CHECKED OQU-1304494-E001 PL

2 1

RI

1304494

REV

H

G

F

E

D

C

C

Al I I " 0

THIS DRAWING PRODUCED ON NEW ENGLAND REGION MICROSTATION SYSTEM

H ~

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F

E

D

C

B

A

7 6

12'-o" 4'-0 11

EXISTING PROPOSED

CONCRETE CONCRETE

FLOOR SLAB FLOOR SLAB

ELEV: 26.5' ELEV: 26.5'

' 0 I -0

1 FOUNDATION PLAN

S001 SCALE: 1/2" = 1'-0"

EQUIPMENT SHELTER

' 'J ';/ ·, _'2._ ___ _1:_· ___ _y> _ _y __

~~~~·' -:-~;-:--- ' '' ~. ";' ~1/·-~ ,v4k~iwo'ltwJ~'J&{fli~•

S001

~12" THICK LAYER OF 3/4"

CRUSHED STONE OVER

GEOTEXTILE FABRIC

CONCRETE DOOR STEP DET~L

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

SHELTER DOOR

THRESHOLD

CONCRETE STEP

5' x 5' x 12" DEEP

WITH WIRE MESH

6" LAYER OF 3/4"

CRUSHED STONE OVER

GEOTEXTILE FABRIC

APPLY BONDING

AGENT TO JOINT

I

EXISTING

CONCRETE SLAB

#4 DOWELS@ 12" DC

6"

4'-0"

1'-6"

3 " t:, ' t:, '

' t:, ' t:, t:, ' t:, PROPOSED

CONCRETE SLAB

#4 REBAR

@ 12" DC

t:, ' t:, 3 "

.. [> ,{> I>

' 0 I

EL: 26.50

2 1

#4 REBAR @ 12" DC 12" COMPACTED

GRAVEL BASE

1'

1' 0 "-**-- 1' 0

FOUNDATION SECTION

SCALE: 1" = 1'-0"

0 1' 2'

SCALE: 1" = 1'-0"

1' 2' 3'

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

1' 2' 5'

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

NOTES:

1. OFFLOAD EQUIPMENT SHELTER WHEN IT ARRIVES ON SITE.

2.

3.

4.

5.

COORDINATE WITH AIRPORT AND SSC PRIOR TO CRANE ARRIVING ON SITE.

SHELTER IS TO BE OFF LOADED PER DUPONT (SHELTER MANUFACTURER)

METHOD.

TOP OF CONCRETE STOOP SHALL BE LEVEL WITH AND ALIGNED ACCORDINGLY

WITH SHELTER FOUNDATION. PLACE STOOP AFTER SHELTER IS IN POSITION.

SHELTER FOUNDATION SHALL BE FINISHED 3" ABOVE EXISTING GRADE.

6. COUNTERPOISE SHALL BE CONNECTED TO NEW SHELTER FRAME IN TWO

PLACES WITH DOUBLE BOLT CONNECTORS.

7.

8.

9.

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 ACl-304, "RECOMMENDED

PRACTICE FOR MEASURING, MIXING, AND PLACING CONCRETE": ACI-308,

"STANDARD PRACTICE FOR CURING CONCRETE": AND ACl-347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".

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

THE EXISTING GRADE SURROUNDING THE FOUNDATION SHALL BE STABILIZED

AND PROTECTED FROM EROSION DURING AND IMMEDIATELY AFTER THE

FOUNDATION INSTALLATION. GRADE SHALL BE SLOPED AWAY FROM THE SHELTER

FOUNDATION FOR DRAINAGE.

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

PARSONS~--+-----~~-~

PTSIManaged Services 1200 District Ave Burlington, MA

781.238. 7070

REV

02/21/2019 CONSTRUCTION, DT •17635

APPROVED

DATE DESCRIPTION

DEPARTMENT OF TRANSPORTATION

1304494 09/20/2018

JCN

REDLINE

DATE

FEDERAL AVIATION ADMINISTRATION

APVD

L----------=~~~~jATO - TECHNICAL OPERATIONS EASTERN SERVICE

MALSR

AREA

RELEASED FOR,

ISSUED FOR CONSTRUCTION

2/21/2019

R/W 16 SHELTER REPLACEMENT PROJECT

FOUNDATION PLAN

NORTH KINGSTOWN QUONSET STATE AIRPORT RI

REVIEWED BY

SUBMITTED BY APPROVED BY

--~-- G.NEVILLE.

PROJECT ENGINEER

02/21/2019 JCN 1304494

DRAWING NO REV

DESIGNED ISSUED BY

PL

ENGINEERING SERVICES DRAWN

OQU-1304494-S001

DG INFRASTRUCTURE

CHECKED

PL

2 1

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