Plans PBG MALSR Site Improvements 23005465.pdf

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IN 4" RGS CONDUIT

6 AWG BARE COPPER

OF NO. 9 AWG & NO.

25 SHIELDED PAIR

IN 2" RGS CONDUIT

ELECTRICAL SERVICE

SHELTER

8'X16' MALSR

PULLBOX

UNDERGROUND

RACK DISCONNECT

MALSR SHELTER

ACCESS WELL

GROUND

CABLES IN CONDUIT

POWER AND CONTROL

UNDERGROUND MALSR

EXISTING BOLLARDS

GRAVEL UNDERLAIN BY FABRIC

CRUSHER RUN

6" OF COMPACTED

PERIMETER OF GRAVEL AREA

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

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REVIEWED BY

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12/14/2023

MGR: ENGINEERING CENTER

JW

PLATTSBURGH

PBG-23005465-C001

MALSR

SITE IMPROVEMENTS

EXISTING SITE LAYOUT

OPS INFRASTRUCTURE

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

N

T

IO

PLATTSBURGH INTERNATIONAL AIRPORT

DRAWING PRODUCED ON AEA RO CAD SYSTEM

PROJECT ENGINEER

23005465

NY

SCALE: 1" = 6'-0"

EXISTING SITE LAYOUT

C001

NOTES:

1) PROJECT IS LOCATED IN THE AIRFIELD OF PLATTSBURGH INTERNATIONAL AIRPORT . CONTRACTOR

MUST RECEIVE AIRFIELD DRIVING PERMISSIONS BEFORE WORK CAN BEGIN.

2) THE APPROACH LIGHTING SYSTEM (MALSR) IS A CRITICAL OPERATIONAL FACILITY. THE MALSR MUST

REMAIN OPERATIONAL THROUGHOUT THE ENTIRE PROJECT EXCEPT DURING A SCHEDULED CUT OVER.

ALL WORK MUST BE COORDINATED WITH THE FAA RESIDENT ENGINEER.

3) LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS REQUIRED TO

CALL AND PERFORM A STATE OF NEW YORK DIG SAFE PERMIT.

4) THE CONTRACTOR MUST ALSO PERFORM A PRIVATE GROUND PENETRATING RADAR SURVEY PRIOR

TO ANY EXCAVATION. THE CONTRACTOR MUST COORDINATE THIS ACTIVITY WITH THE FAA SO

THE FAA CAN TURN ON POWER TO ASSIST WITH CABLE DETECTION.

5) THE CONTRACTOR IS NOT PERMITTED TO PERFORM LIVE ELECTRICAL WORK. THE CONTRACTOR MUST

COORDINATE WITH THE UTILITY TO REMOVE POWER AT THE TRANSFORMER DURING THE CUT OVER TO

NEW POWER.

6) PHASING PLAN:

6)1) THE CONTRACTOR MUST INSTALL A NEW LOW VOLTAGE DUCT BANK AND MAKE READY TO

INTERCEPT THE EXISTING LOW VOLTAGE CONDUITS AT THE TRANSFORMER AND SHELTER.

6)2) THE CONTRACTOR MUST INSTALL A NEW DISCONNECT RACK AND RACK FOUNDATION AS

SHOWN IN C003.

6)3) THE CONTRACTOR MUST HAVE ALL ELECTRICAL EQUIPMENT INSTALLED AS MUCH AS

POSSIBLE TO MINIMIZE THE TIME TO CUT OVER THE MALSR SHELTER TO NEW POWER. THE FAA WILL

WILL NOT APPROVE A CUT OVER UNTIL THE ELECTRICAL INSTALLATION HAS BEEN INSTALLED AS MUCH

POSSIBLE.

6)4) CUTTING OVER THE MALSR EQUIPMENT FROM EXISTING POWER TO NEW POWER IMPACTS THE

NATIONAL AIRSPACE AND NEEDS TO BE APPROVED AHEAD OF TIME. SCHEDULE MALSR EQUIPMENT

CUT OVER WITH FAA AT LEAST 10 CALENDAR DAYS IN ADVANCE. SUBMIT ON CUTOVER PROCECURES, TIMES AND DURATIONS.

6)5) WHEN APPROVED FOR A CUT OVER, INTERCEPT THE EXISTING LOW VOLTAGE CONDUITS AT THE

TRANSFORMER AND SHELTER STUB UPS , PULL NEW CONDUCTORS, TEST AND TERMINATE NEW

CONDUCTORS. FAA TO RESTORE POWER. CONTRACTOR MUST REMAIN ON SITE FOR AT LEAST TWO

HOURS TO ENSURE NEW MALSR SHELTER POWER IS OPERATING CORRECTLY WITH FAA. IF THE

POWER IS NOT OPERATING CORRECTLY, THE CONTRACTOR MUST REVERT BACK TO THE EXISTING

POWER SYSTEM.

6)6) DUE TO POTENTIAL RISK AND STAFFING LIMITS, CUT OVER MUST NOT TAKE PLACE ON A FRIDAY OR

WEEKEND.

6)7) CONTRACTOR MUST BACKFILL AND PROCEED TO COMPLETE THE SITE IMPROVEMENT

REQUIREMENTS AS SHOWN ON C002.

7) CONTRACTOR MUST DEMO THE EXISTING MALSR SHELTER DISCONNECT RACK AFTER THE CUT OVER

HAS BEEN FULLY COMPLETED. DEMO ANY EXISTING CONDUITS DOWN TO 2' BELOW GRADE. PROVIDE

LOCATION MEASUREMENTS OF THE EXISTING MALSR DISCONNECT RACK TO THE FAA FOR REDLINE

PURPOSES.

TO GLIDESLOPE

TRANSFORMER

MOUNTED

PAD

PAVED ACCESS ROAD

MALSR.

APPROXIMATELY 3' LOWER THAN

GRADE ELEVATION IS

EXISTING CULVERT AND SWALE

GRASS AREA

AIRFIELD

6' 0 6' 12'

SCALE: 1" = 6'

pbg-23005465-c001

2024-04-01T07:59:24-0400

HENRY B NEWCOMB

2024-04-01T07:53:21-0400

JOHN R WEST

DRAINAGE PIPE

4" PERFORATED

STONE

WRAPPED AROUND

FABRIC

GEOTEXTILE

4 OZ. NON WOVEN

AND DRAIN SLOPE

DEPTH TO MATCH GRADE COVER

GRAVEL IN GRAVEL AREA.

SEED IN GRASS AREA.

MIN 3" OF COVER

TO CULVERT/SWALE. SEE NOTE 1

EDGE OF GRAVEL AREA

INSTALL APPROXIMATELY 100' FROM

NEW FRENCH DRAIN.

SEE NOTE 7.

SEE NOTE 6

SEE NOTE 5

PERIMETER OF GRAVEL AREA

SEE NOTE 8

REPLACE BOLLARDS

RACK DISCONNECT

EXISTING MALSR SHELTER

DRAINAGE PIPE

4" PERFORATED

STONE

WRAPPED AROUND

FABRIC

GEOTEXTILE

4 OZ. NON WOVEN

AND DRAIN SLOPE

DEPTH TO MATCH GRADE COVER

GRAVEL IN GRAVEL AREA.

SEED IN GRASS AREA.

MIN 3" OF COVER

45 DEGREE TEE FITTINGS

90 FITTING

FOR CLEANOUT WITH

TYPICAL LOCATION

SEE NOTE 13

TEE FITTING

CLEANOUT WITH

13. TYPICAL

SEE NOTE

:4 lo tt e

4" DIA. STEEL CASING

FINAL GRADE

REGIONAL FROST DEPTH

REFLECTIVE RED MARKINGS

(POST GUARD CL1385D)

52" YELLOW PROTECTIVE SLEEVE

CONCRETE

SPACE WITH

AND ANNULAR

FILLED STEEL PIPE

PBG-23005465-C002

NEW DRAINAGE AND SITE WORK

EXCAVATION IS LOCATED AT A MARKED UTILITY, HAND DIG OR HYDROVAC TO EXPOSE THE UTILITY BEFORE EXCAVATING.

SPOTTER, UTILITY OR DITCHING BUCKET AND CUT IN MAX 6" LAYERS TO AVOID ANY UTILITIES. WHEN TRENCH OR

LIMIT TO CONTRACTOR EXCAVATION: WHEN USING AN EXCAVATOR FOR TRENCHES THE CONTRACTOR MUST HAVE A 14)

INSTALLED INSIDE THE GRAVEL AREA.

BEGINNING OF EACH DRAIN AND ONE IN EACH DRAIN BEFORE THE RUN TO THE CULVERT. ALL CLEANOUTS MUST BE

A RISER PIPE AND A 4" ROUND PVC CATCH BASIN GRATE (COLOR SHALL BE GREEN). QUANTITY MUST BE 7. INSTALL AT

CONTRACTOR MUST INSTALL FRENCH DRAIN CLEANOUTS WHICH CONSISTS OF A 90 DEG FITTING OR A TEE FITTING WITH 13)

REPRESENTATIVE.

EXACT LOCATION OF THE PULLBOX IS UNKNOWN. CONTRACTOR MAY DIVERT AROUND THE PULLBOX. REVIEW WITH FAA 12)

ENDS OF THE FRENCH DRAIN SHALL BE CAPPED.11)

RIGID HDPE (ASTM F810).

CONTRACTOR MUST SUBMIT ON FRENCH DRAIN. FRENCH DRAIN PIPE MUST BE RIGID, SCHEDULE 40 (ASTM D1784) OR 10)

NORTHERN HALF OF THE AIRFIELD.

CONTRACTOR MUST DISPOSE OF ANY SOIL SPOILS AT THE AIRPORT SPOILS AREA. SPOILS AREA IS LOCATED ON THE 9)

WITH FAA. ENSURE THE BOLLARDS ARE PLACED SO AS TO NOT INTERFERE WITH WALL MOUNT HVAC UNIT.

SHELTER. THE CONTRACTOR MUST INSTALL TWO NEW BOLLARDS AS SHOWN IN DETAIL C. REVIEW EXACT LOCATION

THE CONTRACTOR MUST REMOVE THE EXISTING TWO HEAVED BOLLARDS BETWEEN THE PAVED ACCESS ROAD AND THE 8)

CLEARANCE IN FRONT OF THE EXISTING TRANSFORMER.

FRONT OF THE EXISTING TRANSFORMER SO AS TO COMPLY WITH APPROXIMATELY 4' WIDE 10' LONG NEC WORKSPACE

ANCHOR MUST EXTEND INTO THE GROUND 10". CONTRACTOR MUST REMOVE A SECTION OF LANDSCAPE TIMBER IN

STAGGERED. THE CONTRACTOR MUST ANCHOR THE TIMBER TO EARTH WITH TIMBER SPIKES EVERY 4' (TWO PER PIECE).

AREA TO INCLUDE THE GRAVEL EXTENSION AREA. THE NEW TIMBERS MUST BE STACKED TWO SECTIONS HIGH AND

CONTRACTOR MUST INSTALL NEW PRESSURE TREATED 4X4 LANDSCAPE TIMBERS AT ALL PERIMETERS OF THE GRAVEL 7)

" CRUSHED STONE.4

REMOVING 6" OF GRASS AND SOIL AND INSTALLING NEW FABRIC AND 6" OF

THE CONTRACTOR MUST EXTEND THE LENGTH OF THE GRAVEL AREA BY 3 FT ON THE NORTHERN SIDE OF THE SITE BY 6)

" CRUSHED STONE THROUGHOUT THE GRAVEL AREA.4

THE CONTRACTOR MUST INSTALL NEW FABRIC AND 6" OF 5)

OF COMPACTED CRUSHER RUN GRAVEL.

CONTRACTOR MUST REMOVE THE EXISTING SITE GRADING INSIDE THE GRAVEL AREA WHICH CONSISTS OF FABRIC AND 6" 4)

AREA. CONTRACTOR MUST HYDROSEED AND SUBMIT ON AIRPORT APPROVED GRASS SEED MIX.

THE CONTRACTOR MUST RESTORE ANY GRASS AFTER TRENCHING FOR THE FRENCH DRAIN IN THE AIRFIELD GRASS 3)

NEW FRENCH DRAINS MUST BE LOCATED ON BOTH SIDES OF THE NEW DISCONNECT RACK. 2)

SITE LAYOUT FOR LOCATION.

THE DRAINAGE CULVERT/SWALE AT A MINIMUM OF 1% SLOPE. DRAINAGE CULVERT NOT SHOWN IN CLARITY. SEE C001

CONTRACTOR MUST INSTALL NEW FRENCH DRAINS AS SHOWN ON 1/C002. NEW FRENCH DRAINS MUST SLOPE TOWARDS 1)

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

NEW DRAINAGE AND SITE IMPROVEMENTS LAYOUT

C002

SCALE: NTS

FRENCH DRAIN

BOLLARD DETAIL

1 1 1 1

1 LOCATION OF NEW FRENCH DRAIN

TRANSFORMER

MOUNTED

EXISTING PAD

SHEET C003

RACK PAD. SEE

DISCONNECT

NEW

PULLBOX

4' 0 4' 8'

FRENCH DRAIN

pbg-23005465-c002

2024-04-01T07:59:37-0400

HENRY B NEWCOMB

2024-04-01T07:53:54-0400

JOHN R WEST

CONCRETE PAD

COUPLING (TYP)

EXPANSION

OF DISCONNECT

AT EDGE OF PAD IN FRONT

SLOPE TO AVOID DROP OFF

SLOPE NEW GRAVEL AT 2%

8 OZ FABRIC

WRAPPED IN

" CRUSHED STONE4

STRIPS

" CHAMFER 4

12" OC EW

DEFORMED REBAR

#4 GRADE 60

DOWELS (6 TOTAL)

DEFORMED REBAR

#4 GRADE 60

SEE E001 FOR DISCONNECT RACK LAYOUT

RACK AND CONDUITS NOT FULLY SHOWN FOR CLARITY

PAD. SEE DETAIL A AND B.

NEW DISCONNECT RACK AND

POWER SERVICE. SEE E001.

NEW DUCT BANK FOR SHELTER

RACK

PEDESTAL DISCONNECT

EXISTING WOOD EXISTING CONDUIT RUN

MOUNTED TRANSFORMER

EXISTING PAD

:5 lo tt e

DISCONNECTS

WIREWAY

TVSS

SIDE VIEW

PBG-23005465-C003

NEW DISCONNECT RACK PAD AND DUCT BANK

CONTRACTOR MUST DISPOSE OF ANY SOIL SPOILS AT THE AIRPORT SPOILS AREA. 9)

CONTRACTOR MUST SUBMIT ON GRAVEL AND CONCRETE MIX PRIOR TO INSTALLATION. 8)

PAD AND REVIEW WITH THE FAA.

CONTRACTOR SHALL FIELD DETERMINE THE EXACT LOCATION AND DIMENSIONS OF THE NEW DISCONNECT RACK 7)

EXCAVATING.

OR EXCAVATION IS LOCATED AT A MARKED UTILITY, HAND DIG OR HYDROVAC TO EXPOSE THE UTILITY BEFORE

HAVE A SPOTTER, UTILITY OR DITCHING BUCKET AND CUT IN MAX 6" LAYERS TO AVOID ANY UTILITIES. WHEN TRENCH

PAD. LIMIT TO CONTRACTOR EXCAVATION: WHEN USING AN EXCAVATOR FOR TRENCHES THE CONTRACTOR MUST

DUE TO OPERATIONAL RISK THE CONTRACTOR MUST USE A HYDROVAC TO EXCAVATE FOR THE DISCONNECT RACK 6)

INSTALL NEW REBAR MAT AND DOWELS AS SHOWN IN DETAIL A.5)

" CHAMFER AT ALL CORNERS. 4

WITH A

ENTRAINMENT, WELL GRADED AGGREGATE WITH MAX 3/4", SLUMP OF 4". FINISH MUST BE MEDIUM BROOM FINISH

CONCRETE MIX FOR NEW DISCONNECT RACK MUST BE MINIMUM 4,000 PSI COMPRESSIVE STRENGTH, 5-7% AIR 4)

COMPACT STONE EVERY 4" WITH VIBRATORY COMPACTOR PLATE OR 8" WITH HEAVY COMPACTION EQUIPMENT.3)

STONE WRAPPED IN 8 OZ FABRIC.

" CRUSHED 4

CONTRACTOR MUST REMOVE FROST SUSCEPTIBLE SOIL DOWN TO FROST DEPTH AND PLACE NEW 2)

CONTRACTOR MUST INSTALL NEW DISCONNECT RACK PAD AS SHOWN ON DETAIL A AND B.1)

DISCONNECT RACK PAD ELEVATION

C003

DISCONNECT RACK PAD SIDE ELEVATION

SCALE: 1/4" = 1-0"

SITE LAYOUT

4' 0 4' 8' pbg-23005465-c003

2024-04-01T07:59:51-0400

HENRY B NEWCOMB

2024-04-01T07:54:08-0400

JOHN R WEST

240200K200FRN6F335 MALSR MAIN DS

240 200K200FRN6F235 MALSR MAIN SERVICE DS

240200K100FRN6F135 MALSR SPD DS

(V)

OPERATION VOLTAGE

INTERRUPTING CAP.RATING (A)MODELQTYDESIGNATIONLOCATION

FUSE SCHEDULE

1" PVC#2 GNDCOUNTERPOISESPDF

COATED GRSC

NEW AND EXISTING 2 1/2" PVC

(3) #4/0 THWN & (1) #6 GND 35 MALSR MAIN DS35 MALSR MAIN SERVICE DSE

2 1/2" GRS(3) #4/0 THWN, (1) #6 GND35 MALSR MAIN SERVICE DSMULTI-TAPD

2" GRS(2) #4 THWN & (1) #4 GND CABLE THWNSPD 35 MALSRSPD 35 MALSR DSC

2" GRS(3) #1, THWN, (1) #6 GNDSPD 35 MALSR DSMULTI-TAPB

2 1/2 " PVC COATED GRS THWN, (1) #6 GND0

(3) #MULTI-TAPT-35 MALSR SDA

CONDUITCONDUCTORS WITH GROUNDTOFROM

TAG

CABLE

FEEDER SCHEDULE

200A, 240V, 2 POLE, FUSED DISCONNECT, NEMA 1, HEAVY DUTY, FUSED AT 100A, USE 200A TO 100A FUSE CLIP REDUCERS16

REUSE EXISTING 200A STAINLESS STEEL NEMA 4X15

SPD, RAYVOSS, 80MM STRIKESORB, #120-2S-M1-3-06-A-SS14

STAINLESS STEEL, NEMA 4X, 100 AMP DISCONNECT13

HINGE CLAMP STYLE OPENING

6"X6"X36" WIRE WAY WITH CONDENSATE DRAIN, NEMA 4X, STAINLESS STEEL, WITH BURNDY UNITAPS OR APPROVED EQUAL CONTINUOUS

INSULATED MULTI-TAP CONNECTORS, BURNDY OR APPROVED EQUAL. ENSURE CONNECTORS ARE FULLY INSULATED41

QTYEQPT

EQUIPMENT SCHEDULE

REQUIRED.

SWITCHES AS

PROVIDE ADDITIONAL

SWITCH ARRANGEMENT

TYPICAL SERVICE

CONDUIT

1" PVC

TO BLDG

"CONDUIT2

2 CONDUIT

1" PVC

(TYP)

POST W/CAP

2" GALV. RACK

CHANNEL

STAINLESS STEEL

FROM XFMR

" CONDUIT 2

#6 AWG (TYP)

BUT NO LESS THAN

TABLE 250.66

GEC SIZE IAW NEC

#2 GND

THE APPLICATION

UL LISTED FOR

GROUND CLAMP

PIPE U-BOLT

GROUND ROD

WELDED TO EES

EXOTHERMICALLY

#4/0 BARE CU

CONDUCTOR (TYP)

OR EQUAL DOWN

THOMPSON NO.28R

THOMPSON NO.28R

GROUND ROD

WELDED TO EES

EXOTHERMICALLY

#4/0 BARE CU

WIREWAY

COUPLINGS

EXPANSION

COUNTERPOISE. NOT SHOWN FOR CLARITY

1" PVC WITH #2 GND FROM SPD TO

lo tt e

-e

SP1-RW15 (UTILITY) AREA

POLE

UTILITY

SINGLE PHASE

12,470GY/7200

NYSEG

SA =SURGE ARRESTORTOP

POLE

CUTOUT

FUSE

AREA

35 MALSR SHELTER

LV-240/120

HV-12470GY/7200

50 KVA 1PH

STEP DOWN XFMR

SW.1

T-35 MALSR SD

35 MALSR

2P

240V

100A

200A

SPD-35 MALSR

WIRE-WAY

2B D

SPD DS

MAIN DS

20A,1P

35 MALSR PANEL

20A,2P

F1 F2

F3

MAIN SERVICE DS

CB1

LIGHTS

CB3

SPARE

CB5

RECEPTACLES

CB7

CB9

CB2,4

HVAC UNIT

CB6

CB8 GFCI

CB12,14

100A,2P

TVSS

FOR GS AND ASOS

TO TRANSFORMER

TAP

MTC

FRONT VIEW

MAX 3"

SPD

OR EQUAL (TYP)

611T MOUNTING BASE NO.

THOMPSON NO.572BT AND

AIR TERMINAL 1/2" X 24"

DOWN CONDUCTOR FASTENED TO POST AT INTERVALS NOT EXCEEDING 3'-0"

EXOTHERMIC WELD TO #4/0 AWG COPPER CONDUCTOR NOT LESS THAN 1'-6" ABOVE GROUND LEVEL (TYP)

TAP

COPPER C-TYPE COMPRESSION CONNECTOR

BELOW PAD

FILL

SUSCEPTIBLE

FROST

STONE NON

" CRUSHED 4

GROUND ROD (TYPICAL)

3/4" X 10' COPPER CLAD

4/0 BARE COPPER EES

DISCONNECT SWITCHES

WIREWAY NOT SHOWN

SPD

#2 CONDUCTOR SPD TO GDN

#4/0 GRD CONDUCTOR

(TYPICAL)

EXOTHERMIC WELD

#4/0 GRD CONDUCTOR

(TYPICAL)

RACK POST

GROUNDING ELECTRODE CONDUCTOR

2" PVC

COATED

RGS

BACKFILL

SEE NOTE 9

WARNING TAPE

SEE NOTE 10

NEW FABRIC AND

6" OF STONE

SEE C002

PBG-23005465-E001

DISCONNECT RACK LAYOUT AND GROUNDING

-e

DISCONNECT RACK LAYOUT AND GROUNDING

E001

ONE LINE DRAWING AND ELECTRICAL SCHEDULE

DISCONNECT RACK LAYOUT AND GROUNDING PLAN VIEW

SCALE: NTSE001

INDICATES NEW

THE ELECTRODE GROUNDING CONDUCTOR (REFER TO 19F, AND FIGURE I IN SPECIFICATIONS).

ALL ELECTRICAL CONDUIT ENDS MUST HAVE AN INSULATED AND GROUNDING BUSHING. BUSHING TO BE GROUNDED WITH 15)

ALL UNISTRUT ENDS MUST HAVE A RUBBER END CAP INSTALLED.14)

BONDED OR THE CONTRACTOR MUST INSTALL A BONDING JUMPER IN ORDER TO MAINTAIN ELECTRICAL CONTINUITY.

CONDUIT MATERIAL (RIGID STEEL CONDUIT OR PVC). RIGID STEEL CONDUIT EXPANSION \COUPLINGS MUST BE INTERNALLY

ALL CONDUITS ON THE DISCONNECT RACK MUST HAVE AN EXPANSION COUPLING. EXPANSION COUPLING MUST MATCH 13)

(4 TOTAL).

CONTRACTOR MUST PROVIDE AND INSTALL INLINE GROUNDED EXPANSION COUPLINGS AT THE END OF EACH CONDUIT RUN 12)

REDLINES.

CONTRACTOR MUST RECORD AND PROVIDE EXACT DIMENSIONS OF THE NEW DUCT BANK FOR THE FAA TO INCLUDE IN 11)

LETTERS MUST BE BLACK. TAPE WIDTH MUST BE 6". PLACE TAPE 6" BELOW TOP OF GRADE.

BURIED ELECTRIC LINE BELOW" AND BE DETECTABLE, ALUMINUM BACKED 0.005" THICK WITH RED BACKGROUND COLOR.

CONTRACTOR MUST INSTALL NEW ELECTRICAL WARNING TAPE FOR THE NEW DUCT BANK. TAPE MUST READ "CAUTION 10)

WITH HEAVY DUTY COMPACTION EQUIPMENT.

SITE GRADING). CONTRACTOR MUST COMPACT BACKFILL EVERY 4" WITH VIBRATORY PLATE COMPACTOR OR EVERY 8"

EXISTING MATERIAL ON SITE IS SUITABLE FOR BACKFILL FOR THE LOW VOLTAGE DUCT BANK EXCEPT FOR THE TOP 6" (NEW 9)

PLACED 2-4' FROM EDGE OF PAD.

GRND CONDUCTOR SHALL BE 0

THE CONTRACTOR MUST PROVIDE AND INSTALL ALL GROUNDING SHOWN IN DETAIL B. THE 8)

CONTRACTOR MUST DUCT SEAL ALL CONDUITS THAT LEAD INTO THE GROUND.7)

HUB FITTINGS.

CONDUIT PENETRATIONS THROUGH THE TOPS OF EXTERIOR BOXES/DISCONNECTS MUST BE MADE WITH WEATHERPROOF 6)

PROTECTION AND GROUNDING MUST BE IN ACCORDANCE WITH 19F.

PROVIDE AND INSTALL ALL LIGHTNING PROTECTION AND GROUNDING AS SHOWN IN DETAIL A AND B. LIGHTNING 5)

DETERMINE EXACT DIMENSIONS.

THE CONTRACTOR MUST INSTALL A NEW DISCONNECT RACK AS SHOWN IN A/C001 AND A/E001. CONTRACTOR MUST FIELD 4)

WHICH INCLUDES INSULATION RESISTANCE TESTING AND CONTINUITY TESTING.

PRIOR TO ENERGIZING, THE CONTRACTOR MUST TEST THE NEW CONDUCTORS IN ACCORDANCE WITH 19F AND 1391E 3)

ALL CONDUCTORS MUST BE COLOR CODED.2)

ELECTRICAL EQUIPMENT AS SHOWN AND LISTED IN THE SCHEDULES. ALL EQUIPMENT CIRCLED IN 1/E001 IS NEW.

INFORMATION. EXISTING POWER MUST REMAIN OPERATIONAL UNTIL A CUT OVER IS COMPLETED. INSTALL NEW

CONTRACTOR MUST INSTALL NEW POWER SERVICE TO THE MALSR SHELTER. REFER TO PHASING PLAN FOR ASSOCIATED 1)

LOW VOLTAGE DUCTBANK

pbg-23005465-e001

2024-04-01T08:00:03-0400

HENRY B NEWCOMB

2024-04-01T07:54:54-0400

JOHN R WEST

:2 lo tt e

-g

PBG-23005465-G001

COVER SHEET

-g

PLATTSBURGH, NEW YORK

RUNWAY 35

PBG MALSR

T OF TRANSPO

T A

IC

OF

STATES

IT

P A

TM

EN

AVIA

LA

TRAT

SI

NI

DRAWING NUMBER DRAWING TITLE

PBG-23005465-G001 COVER SHEET AND INDEX OF DRAWINGS

PBG-23005465-C001 EXISTING SITE LAYOUT

PBG-23005465-C002 NEW DRAINAGE AND SITE WORK

PBG-23005465-C003 NEW DISCONNECT RACK PAD AND DUCT BANK

PBG-23005465-E001 DISCONNECT RACK LAYOUT AND GROUNDING

INDEX OF DRAWINGS

pbg-23005465-g001

2024-04-01T07:59:05-0400

HENRY B NEWCOMB

2024-04-01T07:53:08-0400

JOHN R WEST