Attach 4 Drawings.pdf

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G-001ES-20-1637

13 WATER STREET

NEWMARKET, NH

PORTSMOUTH NAVAL SHIPYARD

KITTERY, ME

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G-002ES-20-1638

13 WATER STREET

NEWMARKET, NH

GENERAL NOTES UTILITY NOTES CONSTRUCTION NOTES

EROSION CONTROL NOTES

TRAFFIC NOTES

WINTER CONSTRUCTION

CONSTRUCTION PHASING NOTES

GENERAL SHEET NOTES

GRAPHIC SCALE

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GC101ES-20-1639

CONSTRUCTION PHASE 1

13 WATER STREET

NEWMARKET, NH

LEGEND

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GC102ES-20-1640

CONSTRUCTION PHASE 2

13 WATER STREET

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GC103ES-20-1641

CONSTRUCTION PHASE 3

13 WATER STREET

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F-101ES-20-1642

B165 LIFE SAFETY PLAN

13 WATER STREET

NEWMARKET, NH

LIFE SAFETY AND BUILDING CODE DATA

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CD101ES-20-1643

EXISTING CONDITIONS PLAN OVERVIEW

13 WATER STREET

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O O

OOOOOOOOOOOOOO

O O

GRAPHIC SCALE

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CD102ES-20-1644

DEMOLITION PLAN

13 WATER STREET

NEWMARKET, NH

DEMOLITION KEYNOTES

O O O

OOO

O

GENERAL SHEET NOTES

GRAPHIC SCALE

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C-101ES-20-1645

SITE PLAN OVERVIEW

13 WATER STREET

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O O O O O O O O O O O O O O

O O

OOOOOOOOOOOOOO

O O

GRAPHIC SCALE

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C-102ES-20-1646

SITE PLAN

13 WATER STREET

NEWMARKET, NH

NEW WORK KEYNOTES

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C-501ES-20-1647

13 WATER STREET

NEWMARKET, NH

2PAVEMENT DETAIL, TYP.

1SUBSTATION YARD SOIL PROFILE

3ELECTRICAL TRENCH DETAIL 4CONCRETE PAD @ BUILDING ENTRANCE

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C-502ES-20-1648

13 WATER STREET

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C-503ES-20-1649

13 WATER STREET

NEWMARKET, NH

GENERAL CONSTRUCTION NOTES

1TYPE 1 CONSTRUCTION BARRIER

2TYPE 3 CONSTRUCTION BARRIER

3TYPE 2 CONSTRUCTION BARRIER

4TYPE 3 CONSTRUCTION BARRIER

5CONSTRUCTION BARRIER SIGN

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S-101ES-20-1650

STRUCTURAL LOCUS PLAN

13 WATER STREET

NEWMARKET, NH

1TYP EQUIPMENT SLAB DETAIL

2CONTAINMENT WALL DETAIL

4B165 EX WALL INFILL DETAIL

5LIGHT POLE FOUNDATION, TYP.

GENERAL SHEET NOTES

GOVERNING CODE

CONCRETE AND REINFORCING NOTES

GRAPHIC SCALE

3SWITCH GEAR VAULT DETAIL

02/21/2020

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S-501ES-20-1651

13 WATER STREET

NEWMARKET, NH

GRAPHIC SCALE

NUMBER

1CHAIN LINK FENCE DETAIL, TYP.

4GATE GROUNDING DETAIL, TYP. 5DROP BAR ASSEMBLY DETAIL

2EAST SIDE GATE, USED AS EGRESS

TYP FENCE POST DETAIL 6

3WEST GATE DETAIL

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S-502ES-20-1652

13 WATER STREET

NEWMARKET, NH

GRAPHIC SCALE

NUMBER

1SINGLE GATE DETAIL 3LIGHT POLE DETAIL, TYP.2FENCE POST AT EXISTING BUILDING

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AD101ES-20-1653

B165 ARCHITECTURAL DEMOLITION PLAN

13 WATER STREET

NEWMARKET, NH

DEMOLITION KEYNOTES

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AE101ES-20-1654

13 WATER STREET

NEWMARKET, NH

LEGEND

NEW WORK KEYNOTES

GENERAL SHEET NOTES

GRAPHIC SCALE

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B165 ARCHITECTURAL PLAN

13 WATER STREET

NEWMARKET, NH

NEW WORK KEYNOTES

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AE201ES-20-1655

13 WATER STREET

NEWMARKET, NH

GENERAL SHEET NOTES

EXISTING EAST ELEVATION EXISTING SOUTH ELEVATION 6EXISTING WEST ELEVATION

PROPOSED EAST ELEVATION PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION

KEY PLAN

7 8 9

NEW WORK KEYNOTES

EAST ELEVATION PHOTO 1 SOUTH ELEVATION PHOTO 2 WEST ELEVATION PHOTO 3

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AE202ES-20-1656

13 WATER STREET

NEWMARKET, NH

GRAPHIC SCALE

GENERAL SHEET NOTES

WINDOW LOCATIONS

1WINDOW EXTERIOR 2WINDOW INTERIOR

3WINDOW EXTERIOR 4WINDOW INTERIOR 5WINDOW EXTERIOR 6WINDOW INTERIOR

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AE203ES-20-1657

13 WATER STREET

NEWMARKET, NH

5EAST DOOR DEMOLITION (EXTERIOR)

GRAPHIC SCALE

GENERAL SHEET NOTES

6EAST DOOR DEMOLITION (INTERIOR) 7PROP. EAST DOOR (EXTERIOR) 8PROP. EAST DOOR (INTERIOR)

KEY PLAN

1WEST WINDOW DEMOLITION (EXTERIOR) 2WEST WINDOW DEMOLITION (INTERIOR) 3PROP. WEST DOOR (EXTERIOR) 4PROP. WEST DOOR (INTERIOR)

DEMOLITION KEYNOTES

NEW WORK KEYNOTESNEW WORK KEYNOTES

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AE501ES-20-1658

13 WATER STREET

NEWMARKET, NH

1TYPICAL WINDOW INTERIOR

GRAPHIC SCALE

GENERAL SHEET NOTES

2TYPICAL WINDOW EXTERIOR

3WINDOW HEAD DETAIL

5WINDOW MEETING RAIL DETAIL

4TYPICAL MUNTIN PROFILE

7WINDOW SILL DETAIL

6WINDOW JAMB DETAIL

WINDOW REMOVAL NOTES

WINDOW RESTORATION NOTES

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AE502ES-20-1659

13 WATER STREET

NEWMARKET, NH

AWOOD DOOR TYPE

GRAPHIC SCALE

GENERAL SHEET NOTES

F1PROPOSED FRAME

F2PROPOSED FRAME

1TRANSOM WINDOW HEAD

3TRANSOM WINDOW TO DOOR TRANSITION 4ROOF MOUNTED RAIN DIVERTER

2DOOR SILL DETAIL

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ELECTRICAL PHASING

PNSY HAS STRINGENT REQUIREMENTS FOR MAINTAINING ELECTRICAL

SERVICES TO THE LOADS FED FROM B165, SUBSTATION 7 AND THE

FEEDERS AND EQUIPMENT RELATED TO THE PROJECT EXECUTION.

CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, INSTALLATION,

PROJECT MANAGEMENT AND DESIGN SERVICES TO MEET THE CONTRACTING

OFFICER'S CIRCUIT RELIABILITY REQUIREMENTS. PROVISION SHALL

INCLUDE AT LEAST (BUT IS NOT LIMITED TO) THE FOLLOWING:

1. TEMPORARY ELECTRICAL EQUIPMENT INCLUDING GENERATORS,

TEMPORARY PANELBOARDS, SAFETY EQUIPMENT, TEST EQUIPMENT

AND TEMPORARY CABLING

2. OFF HOURS INSTALLATION, TESTING, SUPERVISORY AND OTHER LABOR

3. PROJECT MANAGEMENT SUPPORT OF MEETINGS

4. DESIGN SUPPORT FOR CREATING TEMPORARY SCHEMES, TEMPORARY

SETTINGS, SWITCHING PLANS, EQUIPMENT PLACEMENT, AND OTHER

NECESSARY DESIGN WORK

5. PLANS, PROCEDURES, SCHEDULES, SAFETY REVIEWS, CODE REVIEWS

AND OTHER PLANNING OR WORK DOCUMENTATION

6. COORDINATION WITH PNSY GROUPS AND DEPARTMENTS OR OTHER

PROJECT TEAMS FOR ACCESS TO ANY NEEDED LABOR, LAYDOWN

AREAS, EQUIPMENT, REVIEW OR APPROVAL

ALL ELECTRICAL AND FIRE SUPPRESSION OUTAGES TO BE COORDINATED

WITH NAVFAC INCLUDING, BUT NOT LIMITED TO, NOTIFICATION SIGNAGE,

DOCUMENTATION, ETC.

CONDUCTORS

1. COPPER ONLY

2. INSULATION SHALL BE THHN/THWN. TYPE TW IS ACCEPTABLE

FOR GROUNDS.

3. MINIMUM #12 AWG, EXCEPT CONTROL WIRING IS MINIMUM #14

AWG

4. #12 AWG & LARGER - STRANDED

5. #14 AND SMALLER - SOLID

i. EXCEPTION: STRANDED WIRE AS ALLOWED IN UFGS 26 20

6. TWIST ON CONNECTORS {WIRE NUTS) SHALL BE SUITABLE FOR

BOTH STRANDED AND SOLID WIRE TERMINATIONS. COORDINATE

WITH MANUFACTURER'S TABLES AND RECOMMENDATIONS.

7. TYPE "NM" CABLES ARE PROHIBITED FOR NEW WORK.

i. EXISTING TYPE "NM" EMBEDDED IN WALLS & FEEDING

EXISTING WIRING DEVICES AND UTILIZATION EQUIPMENT

SHALL BE ALLOWED. {EXISTING UTILIZATION EQUIPMENT

RELOCATED TO NEW BRANCH CIRCUITS SHALL BE

CONSIDERED AS NEW EQUIPMENT.)

8. STANDARDS & SPECIFICATIONS:

j. UFC 3-520-01

ii. UFGS 26 20 00

9. COLOR CODE

i. > 240 V: A BROWN B ORANGE C YELLOW

ii. 240 V & BELOW: A BLACK B RED C BLUE

iii. NEUTRAL: WHITE

iv. GROUND: GREEN OR BARE COPPER

10. #14 AWG SOLID FOR FIRE ALARM CIRCUITS

11. COLOR CODE FOR FIRE ALARM CIRCUITS

1. ANNUNCIATION: { +) RED {-) BLACK

ii. INITIATION: { +) ORANGE {-) YELLOW

WIRING DEVICES

1. WIRING DEVICES SHALL BE "SPEC" OR "COMMERCIAL" GRADE AS

A MINIMUM.

2. GENERAL PURPOSE TOGGLE SWITCHES SHALL BE 120/277 VOLT

RATED.

3. PLASTIC WALL PLATES SHALL BE SHAnER PROOF.

4. GROUND FAULT RECEPTACLES SHALL BE SIDE WIRED OR SCREW

CLAMP BACK WIRED TYPE. PROVIDE RECEPTACLES WITH

THROUGH WIRE PROTECTION VIA THE GROUND FAULT CIRCUIT.

5. CAGE CLAMP TERMINATIONS ON WIRING DEVICES ARE PROHIBITED.

6. WIRING DEVICES SHALL BE SCREW CLAMP BACK WIRE TYPE

WHEN TERMINATING WITH STRANDED WIRE. SIDE WIRE

TERMINATION OF STRANDED WIRE IS PROHIBITED.

1. EXCEPTION: SIDE WIRING OF STRANDED WIRE IS ACCEPTABLE

IF TERMINATED WITH CRIMP-ON CONNECTORS.

7. STANDARDS & SPECIFICATIONS:

i. UFC 3-520-01

ii. UFGS 26 20 00

CONDUIT & RACEWAY

1. MINIMUM 3/4" TRADE SIZE

2. RMC - SHALL BE USED

i. IN ALL EXTERIOR LOCATIONS

ii. WHERE BURIED

iii. WHERE CAST INTO CONCRETE

iv. WHERE EXPOSED TO IMPACT/DAMAGE FROM TRAFFIC, STORED

MATERIALS, OR WORK PROCESSES, I.E. GENERALLY ALL

SURFACE MOUNTED INTERIOR SPACES IN INDUSTRIAL AREAS

BELOW 12 FEET AFF AND ALL AREAS THAT ARE SUBJECT TO

CRANE LOAD TRAFFIC.

3. EMT - MAY BE USED

i. IN INTERIOR DRY, CONCEALED LOCATIONS {NOT CAST INTO

CONCRETE)

ii. IN INTERIOR EXPOSED/SURFACE MOUNTED APPLICATIONS, E.G.

IN CEILINGS, AND WALLS.

iii. EMT CONNECTIONS AND COUPLINGS SHALL BE MADE UP

USING STEEL COMPRESSION FITIINGS.

4. DIE-CAST COMPRESSION FITIINGS ARE PROHIBITED.

5. SET SCREW FITIINGS ARE PROHIBITED.

iv. OUTLET BOXES SHALL BE SOLIDLY GROUNDED.

6. DO NOT RELY ON WIRING DEVICE YOKES TO PROVIDE EQUIPMENT

GROUND.

v. STANDARDS & SPECIFICATIONS:

7. UFC 3-520-01

8. UFGS 26 20 00

GENERAL

1. COMPLY WITH CURRENT EDITION OF NFPA 70, NEG

2. CONDITION OF UCE OF EMT VS. RMC, AS INDICATED, AND ONLY

IN ACCORDANCE WITH NFPA70.

3. COMPLY WITH CURRENT EDITION OF NFPA 70E, STANDARD FOR

ELECTRICAL SAFETY REQUIREMENTS FOR EMPLOYEE WORKPLACES

4. COMPLY WITH NECA 1-2006, STANDARD FOR GOOD

WORKMANSHIP IN ELECTRICAL CONSTRUCTION

5. PROVIDE SUBMITTALS FOR ALL ELECTRICAL MATERIALS

6. PROVIDE AS-BUILT DRAWINGS SHOWING ANY CHANGES FROM

DESIGN/CONTRACT DRAWINGS.

7. MATERIALS AND FASTENERS

1. UL LISTING FOR THE INTENDED PURPOSE IS REQUIRED FOR

ANY MATERIAL CATEGORIES WHERE UL LISTINGS ARE

AVAILABLE.

11. ZINC DIE-CAST, ZAMAC, AND SIMILAR "POT METAL"

MATERIALS AND COMPONENTS ARE NOT ALLOWED.

iii. FASTENERS SHALL BE REMOVABLE - NAILS AND OTHER

SIMILAR "DRIVE IN" TYPE FASTENERS THAT CANNOT BE

UNSCREWED ARE NOT ALLOWED.

UNCLASSIFIED

LIGHTING

I

1. INTERIOR LIGHTING

i. STANDARDS & SPECIFICATIONS:

1. UFC 3-530-01

2. UFGS 26 51 00

2. EXTERIOR LIGHTING

i. STANDARDS & SPECIFICATIONS:

1. UFC 3-530-01

2. UFGS 26 56 00

3. INTERIOR DRY LOCATIONS GENERALLY MAY BE NEMA 1, EXCEPT

WHERE SPECIAL EXPOSURES APPLY OR THE NEG REQUIRES, E.G.

INTERIOR SPACES WITH SIGNIFICANT DUST AND CONTAMINANTS

WOULD REQUIRE NEMA 12.

IDENTIFICATION AND MARKINGS

1. WHEN ADDING TO AN EXISTING PANEL THE ENTIRE CIRCUIT DIRECTORY SHALL

BE REPRINTED AND REINSTALLED UNDER A PROTECTIVE CLEAR PLASTIC SHEET.

2. INTERIOR JUNCTION BOXES

i. MARK CIRCUIT AND VOLTAGE ON COVER IN 1" HIGH BLOCK LETTERING

WITH INDELIBLE MARKER.

ii. IDENTIFIER/NAME, VOLTAGE, SOURCE AND DESTINATION WHERE APPLICABLE

iii. E.G. JB 1, 240 V, CKT 17 FROM PP-6 TO EF-3

3. TOGGLE SWITCHES & CONVENIENCE RECEPTACLES.

i. PRINTED TAPE, BLACK LETTERING ON CLEAR OR BACKGROUND COLOR TO

MATCH PLATE.

ii. INCLUDE SOURCE AND CIRCUIT

iii. E.G. PP-6, CKT 13

SAFETY

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A WORK SITE

COMPLIANT WITH EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

(MOST CURRENT EDITION) AND ALL OTHER OSHA REGULATIONS ASSOCIATED

WITH THE COMPLETION OF THE WORK.

2. CONTRACTOR SHALL ENSURE ALL WORK COMPLETED MEETS THE

REQUIREMENTS SPECIFIED IN EM 385-1-1 (MOST CURRENT EDITION).

3. THE CONTRACTOR SHALL PREPARE A PROJECT SPECIFIC ACCIDENT

PREVENTION PLAN {APP) AND ACTIVITY HAZARD ANALYSIS {AHA) FOR THIS

WORK.

CIRCUIT BREAKERS

1. WHEN ADDING TO AN EXISTING PANEL, MATCH THE SAME BRAND WITHIN THE

PANEL.

2. PROVIDE CIRCUIT BREAKER KAIC EQUAL TO OR IN EXCESS OF THE RATING OF

THE PANEL AND/OR THE EXISTING BREAKERS.

PANEL BOARDS

1. PANEL BOARDS SHALL BE COMMERCIAL GRADE WITH BOLT -ON CIRCUIT

BREAKERS. SNAP-IN CIRCUIT BREAKERS ARE PROHIBITED.

2. ADDING NEW CIRCUITS TO EXISTING PANEL BOARDS THAT HAVE BEEN IN SERVICE

IN EXCESS OF 30 YEARS SHALL BE COORDINATED WITH THE PWD ME

ELECTRICAL ENGINEERING BRANCH.

3. SERIES RATED CIRCUIT BREAKERS ARE PROHIBITED.

i. IN HIGH FAULT CURRENT INSTALLATIONS IT MAY BE IMPRACTICAL TO

SELECT CIRCUIT BREAKERS WITH EQUIVALENT OR GREATER WITHSTAND

RATINGS. IN SUCH CASES, INSTALLATION OF A PROPERLY SIZED CURRENT

LIMITING FUSE AHEAD OF THE DOWNSTREAM BREAKER MAY BE CONSIDERED.

COORDINATE WITH PWD ME ELECTRICAL ENGINEERING BRANCH.

4. STANDARDS & SPECIFICATIONS:

i. UFC 3-520-01

ii. UFGS 26 20 00

5. THE DESIGNER OF RECORD SHALL BE RESPONSIBLE FOR PROVIDING BREAKER

SETTINGS VIA ELECTRONIC ANALYSIS OF THE SYSTEM.

6. LOW VOLTAGE SWITCHBOARDS USED FOR DISTRIBUTION OF INDUSTRIAL

ELECTRICAL SERVICES TO SHIPYARD FACILITIES (DRY DOCKS, BERTHS) SHALL BE

UNITIZED, ENCLOSED SWITCHGEAR.

1. THIS CLASS OF SWITCHGEAR SHALL MEET THE CRITERIA PREVIOUSLY STATED

FOR GENERAL PURPOSE, SERVICE DISTRIBUTION AS PREVIOUSLY INDICATED .

SEE ADDITIONAL CRITERIA BELOW.

n. THE FAULT BRACING SHALL BE SIZED TO CONSIDER 50% MOTOR

CONTRIBUTION.

UNCLASSIFIED

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SYMBOLS

FEET

INCHES

NUMBER

AND

PLUS OR MINUS

WITH

CENTER LINE

SIX WAY

DEGREES

DELTA

WYE

PHASE, DIAMETER

GROUND ROD

AUTOMATIC LOAD BREAK SWITCH

DISCONNECT SWITCH

FUSE CUT -OUT

POWER FUSE

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

STATION CLASS LIGHTNING ARRESTER

GROUND

TRANSFORMER

CIRCUIT SWITCHER

DRAWOUT CIRCUIT BREAKER

W/ CURRENT LIMITING FUSE

TEST SWITCH

CONNECTION POINT

SPLICE

TERMINATION

VALVE

NEUTRAL GROUND RESISTOR

YARD LIGHT

ELBOW INSERT

PUSH BUTTON

CONTACT (OPEN)

CONTACT {CLOSED)

BRANCH CIRCUIT OR FEEDER WIRING IN

CONDUIT. TO TICK MARKS INDICATE 2

#12 CONDUCTORS AND 1 #12 GND IN

)2" UON. TICK MARKS, WHEN SHOWN

INDICATE NUMBER OF # 12 CONDUCTORS

IF OTHER THAN THREE; {7) INDICATES

GROUND, CONDUIT LARGER THAN )2" &

WIRE LARGER THAN #12 SHALL BE AS

INDICATED

HOMERUNS TO PANEL. PANEL &

CIRCUIT DESIGNATIONS AS

INDICATED

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VOLTMETER TRANSFER SWITCH

CONTROL SWITCH

PARALLEL BALANCING MODULE

VOLTMETER

WATTMETER

POWER FACTOR METER

AMMETER

VAR

TIME OVER CURRENT RELAY

OVER VOLTAGE RELAY

PRESSURE RELAY

TIME OVER CURRENT RELAY {GROUND)

DIRECTIONAL OVER CURRENT RELAY (GROUND)

KILOWATI HOUR / DEMAND METER

SUDDEN PRESSURE RELAY

MICRO PROCESSOR RELAY

THERMOSTAT

DIFFERENTIAL RELAY

LOCK OUT RELAY

RELAY

CONTROL SWITCH CLOSE

CONTROL SWITCH TRIP

PURE SINE WAVE INVERTER

GROUNDING ROD

CIRCUIT BREAKER

LOW VOLTAGE BREAKER

480V LOAD

208 /120V ELECTRICAL PANEL

WALL SWITCH

OCCUPANCY SENSOR

DAYLIGHT SENSOR

LUMINAIRE

FIXTURE SYMBOL

KEYPAD

OC?Cn archilects !engineers

1---c w

13 WATER STREET LL

NEWMARKET, NH

~~----------~--UJ IAPPRDVED U)

FOR COII~AN>jDER NAI·'FAC

ACT IV Ill'

SATISFACTORY TO DATE

DESIGNER WME

DR>WN " NMD

CHECKED BY M H

DESIGN MANAGER A. BE!At-iG~K-

PROJECT "'NAGER A. NEGRON

FEAD/PM&E JEFF HOYT

FIRE PRCT[CTION sr-." R"'lun-;.crr.IN""sK"I ---1

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EPROJECT NO' 1632436

NAVFAC DRAWING NO

12811545

SHEET 24 OF 47

E-001 ES-20-1660

DAAWRlRIII RD1SION: 10 OCTOBER 2014

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- INDUSTRIAL POWER

TO SHORE AC #2 TEST WELL

B I

.------c.d~_ --lof-- - --, _1_"_<1_ - "--~~

- P TO SHORE

- ----1 -fl---- ----1

L_j

Ll

·- ~II

DC

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- Ll-- ---1

8238 MG SHIP

TO SHORE DC

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. . ·· .. ·· I ~ MAIN TIE - A I _""'\J . . " <1

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<I 1 r 1 I 1 "<J .j <1 <1

. <1 " ... ~ C~:.--- - -<1- - -;:::===~=f_ ---::-:.j - . - A ~ Ll . 1- SECTIONALIZING

SWGR 3

72-1A

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~~~~-~~~~~c~--~~~-~~.~~·~=c•~~~~~~~ · 1 ~~~~~~~- --- -,~v---- ------<-c•--- -------'----~~---'---------- ~: "' o--- - --- - ---... , ___ - ------1

SUBSTATION 7 GROUNDING PLAN

SCALE: 1" - 5'

1 2

PLAN

NORTH

ffi

UNCLASSIFIED

GENERAL SHEET NOTES

1. SEE GENERAL NOTES SHEET E -001 FOR GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS.

2. GROUND GRID SYSTEM (GGS) HAS BEEN DESIGNED WITH

CONSIDERATION TO SIGNIFICANT UNDERGROUND CONFLICT AND

OBSTRUCTION. GRID DEPTH IS USUALLY 36", HOWEVER

SIGNIFICANT CONCRETE ENCASED SYSTEMS WERE DISCOVERED

DURING TEST PITS. AS SUCH, GGS IS DESIGN FOR A MINIMUM

DEPTH OF 18".

3. SITE PREPARATION REQUIRES 6" OF CRUSHED ROCK WITH A

RESISITIVITY OF GREATER THAN 4200 M-OHMS. BELOW THE

CRUSHED ROCK, 75% GYPSUM, 20% BENTONITE (WELL DRILLER'S

MUD) AND 5% SODIUM SULFATE FOR MITIGATING SOIL (OR

EQUIVALENT) IS RECOMMENDED WITH A RESISITVITIY EQUAL TO OR

LESS THAN 1 0 M-OHMS TO A DEPTH OF 4'-2". BELOW 4'-2",

IT IS ASSUMED FROM TEST PITS AND DISCUSSIONS OF LOCAL

RESOURCES, SALTY-SANDY MOIST LOAM WITH GRAVEL LIES

BENEATH.

4. ABOVE GRADE GROUNDING CONDUCTOR SHALL BE ROUTED ALONG

SIDE AND UP CONCRETE PADS WHERE NECESSARY. GROUNDING

CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY

USE OF SCHEDULE 80 CONDUIT FROM 12" BELOW GRADE TO

12" ABOVE OR BEYOND EDGE OF CONCRETE PADS •

5. MAXIMUM RESISTANCE OF GGS TO GROUND SHALL BE 25 OHMS

OR LESS. SYSTEM CONTINUI1Y MUST BE 1 OHM OR LESS.

NEW WORK KEYNOTES

1. SITE CONTRACTOR SHALL DETERMINE SITE RESISTIVITY AFTER

REPLACEMENT OF EXISTING SOIL AS A MINIMUM, A 4 POINT

WENNER METHOD SHALL BE EMPLOYED TO MAKE THIS

DETERMINATION. MINIMUM 5 TESTS SHALL BE PERFORMED THROUGH

OUT SITE. ONE AT EACH CORNER AND A FINAL TEST AT SCOPE OF

WORK CENTER. REPORT TEST RESULTS AND FINDINGS TO COR .

2. EXTEND GGS 3' BEYOND FENCE LINE.

3. INSTALLING CONTRACTOR SHALL PROVIDE PROPOSED TEST WELL

DETAIL

4. 3/4" X 10' CU CLAD GROUND ROD (TYP.) BURY TO DEPTH

EQUIVALENT TO GROUNDING GRID SYSTEM (GGS). EXOTHERMIC OR

NON-REVERSIBLE COMPRESSION BOND TO GGS (1YP.).

5. 250 MCM STRANDED BARE SOFT DRAWN CU (TYP.). BURY TO 18"

DEPTH OR GREATER.

6. EQUIPMENT GROUND - 4/0 STRANDED BARE SOFT DRAWN CU

{TYP.).

7. EQUIPMENT BOND (1YP.).

8. FLEXIBLE BRAIDED CU 4/0 MCM EQUIVALENT (1YP.). AT ALL

SERVICE GATES. BOND TO SERVICE GATE.

9. INSTALL EQUIPMENT GROUND BAR.

LEGEND

[] TEST WELL • BOND CONNECTION

A. EQUIPMENT BOND 0 3/4" X 10' CU GROUND ROD

--- UNDERGROUND GROUND GRID SYSTEM 250 MCM CU

- - - ABOVE GROUND EQUIPMENT BONDING JUMPER

'----- BRAIDED FENCING BONDING JUMPER

GRAPHIC SCALE

5 2.5 0 5 10 15

1, - 5' scale feet

CHECK GRAPHIC SCALE BEFORE USING

OGCn architects I enginee~

D c w

13 WATER STREET LL

NEWMARKET, NH

1-::==:--------L- c.n c.n

1-z :5 ' Cl f-

(J) 0:::

w 0:::, 1632436 a..

DRAWF'ORI.I REVISION: 10 ooroeER 2014

:z:

B

~ B w s

I .

I .

QUANTITY MANUFACTURER PART NUMBER

3 THOMPSON* 573BT

3 THOMPSON* 81

3 THOMPSON* 688

12 THOMPSON* 663BT

11 THOMPSON* 82-2

11 THOMPSON* 690

1 THOMPSON* 690

AS REQUIRED THOMPSON* 188M

AS REQUIRED THOMPSON* 32 STANDARD

AS REQUIRED THOMPSON* 14 cu

AS REQUIRED THOMPSON* -

UNCLASSIFIED

3 4

,)f------- 20' -------¥------- 20' -------7(-,------ 20' --------it'

LIGHTNING PROTECTION BILL OF MATERIALS

DESCRIPTION

3/8" X 24" SOLID COPPER AIR TERMINAL WITH NICKEL PLATED TIP, BLUNT TIP, WITH ADAPTER.

18" LONG BRACE FOR USE WITH 24" AIR TERMINALS. PLATED STEEL TRIPOD BRACES HAVE 1/4" DIAMETER LEGS AND ARE FOR USE WITH 3/8" THROUGH 5/8" DIAMETER AIR TERMINALS.

PREMIUM DIE CAST BRONZE POINT BASE FOR ADHESIVE MOUNTING ON FLAT ROOFS, ETC. THE BOLT PRESSURE CABLE CLAMP IS FOR CABLES THROUGH NO. 506. THIS BASE HAS AN EXTERNAL STUD FOR USE WITH ADAPTER TYPE AIR TERMINALS. THE STUD HAS 5/8 - 14 MALE THREADS. ORDER ADHESIVE SEPARATELY TO SUIT ROOFING SYSTEM IN USE.

3/8" X 36" SOLID COPPER AIR TERMINAL WITH NICKEL PLATED TIP, BLUNT TIP, WITH ADAPTER.

24" LONG BRACE FOR USE WITH 36" AIR TERMINALS. PLATED STEEL TWO LEG BRACES HAVE 1/4" DIAMETER LEGS AND ARE FOR USE WITH 3/8" THROUGH 5/8" DIAMETER AIR TERMINALS.

MOUNTING FEET ARE FIELD FORMED AND CAN BE SECURED WITH BOLTS, SCREWS OR NAILS AS REQUIRED.

VERTICAL POINT BASE FOR CONNECTION BETWEEN ADAPTER TYPE POINTS AND CABLE THROUGH NO. 506. STUD HAS 5/8 - 14 MALE THREADS.

VERTICAL POINT BASE FOR CONNECTION BETWEEN ADAPTER TYPE POINTS AND CABLE THROUGH NO. 506. STUD HAS 5/8 - 14 MALE THREADS.

COPPER WRAP-AROUND STRAP AND CLIP CABLE SUPPORT FOR SECURING CABLES THROUGH NO. 506 TO PIPES UP TO 2" O.D.

MAIN CONDUCTOR. 32 STRANDS OF 17 GAUGE COPPER WIRE, 7 /16" DIAMETER, BRAIDED SMOOTH TWIST 65,500 CIRCULAR MILS, NET WEIGHT 215 LBS. PER 1000 FT.

SECONDARY CONDUCTOR. 14 STRANDS OF 17 GAUGE COPPER WIRE, 1/4" DIAMETER, 28,500 CIRCULAR MILS, NET WEIGHT 92 LBS. PER 1000 FT.

CABLE HOLDERS AND FASTENERS.

BILL OF MATERIAL COMMENTS:

QUANTITIES AND DESIGN ARE FOR REFERENCE. MASTER CERTIFIED LIGHTNING PROTECTION CONTRACTOR TO VERIFY QUANTITIES AND INSTALLATION REQUIREMENTS PRIOR TO COMMENCING WORK.

*THOMPSON LIGHTNING PROTECTION PRODUCTS ARE LISTED AS REFERENCE. EQUIVALENT EQUALS ARE ACCEPTED.

NECESSARY APPURTENANCES SHALL BE PROVIDED BY PROTECTION CONTRACTOR.

SUBSTATION 7 LIGHTNING PROTECTION PLAN

SCALE: 1" = 5'

PLAN

NORTH

e?

UNCLASSIFIED

16'

16'

16'

GENERAL SHEET NOTES

1. SEE GENERAL NOTES SHEET E-001 FOR GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS.

2. GROUND GRID SYSTEM (GGS) HAS BEEN DESIGNED WITH

CONSIDERATION TO SIGNIFICANT UNDERGROUND CONFLICT AND

OBSTRUCTION. GRID DEPTH IS USUALLY 36", HOWEVER

SIGNIFICANT CONCRETE ENCASED SYSTEMS WERE DISCOVERED

DURING TEST PITS. AS SUCH, GGS IS DESIGN FOR A MINIMUM

DEPTH OF 18".

3. SITE PREPARATION REQUIRES 4" OF CRUSHED ROCK WITH A

RESISITIVITY OF GREATER THAN 4200 M-OHMS. BELOW THE

CRUSHED ROCK, 75% GYPSUM, 20% BENTONITE (WELL DRILLER'S

MUD) AND 5% SODIUM SULFATE FOR MITIGATING SOIL (OR

EQUIVALENT) IS RECOMMENDED WITH A RESISITVITIY EQUAL TO OR

LESS THAN 1 0 M-OHMS TO A DEPTH OF 4'. BELOW 4', IT IS

ASSUMED FROM TEST PITS AND DISCUSSIONS OF LOCAL

RESOURCES, SALTY-SANDY MOIST LOAM WITH GRAVEL LIES

BENEATH.

4. ABOVE GRADE GROUNDING CONDUCTOR SHALL BE ROUTED ALONG

SIDE AND UP CONCRETE PADS WHERE NECESSARY. GROUNDING

CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY

USE OF SCHEDULE 80 CONDUIT FROM 12" BELOW GRADE TO

12" ABOVE OR BEYOND EDGE OF CONCRETE PADS.

5. MAXIMUM RESISTANCE OF GGS TO GROUND SHALL BE 25 OHMS

OR LESS. SYSTEM CONTINUITY MUST BE 1 OHM OR LESS .

6. LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED BY A

MASTER CERTIFIED INSTALLER.

0 NEW WORK KEYNOTES

1. 36" AIR TERMINAL EXOTHERMICALLY OR NON-REVERSIBLE CRIMP

BONDED TO (GGS) WITH SECONDARY CONDUCTOR.

2. ALONG ROOF LINE, 24" AIR TERMINAL EXOTHERMICALLY OR

NON-REVERSIBLE CRIMP BONDED TO GROUND GRID SYSTEM.

MINIMUM #2/0 SOFT DRAWN STRANDED COPPER.

3. ALONG ROOF LINE, 24" MOUNT AIR TERMINAL ON TOP OF LIGHT

STANDARD. ROUTE GROUNDING CONDUCTOR DOWN LIGHT

STANDARD WITH INSULATED STANDOFFS SUPPORTING CONDUCTOR

EVERY 3'. BOND CONDUCTOR TO ROOF TOP GROUNDING

CONDUCTOR.

4. MAIN LIGHTNING CONDUCTOR: ROOF TOP GROUNDING CONDUCTOR.

5. SECONDARY LIGHTNING CONDUCTOR: BONDED TO GGS. ALL

LOCATIONS (TYP.).

6. MAIN LIGHTNING CONDUCTOR: TO RUN ALONG TOP OF FENCING

AND BONDED AT AIR TERMINALS (TYP.).

7. WHEN EXOTHERMIC WELDS ARE USED, PROPER INTEGRITY

ASSURANCES WILL BE REQUIRED. AT A MINIMUM, HAMMER STRIKE

TESTS ARE RECOMMENDED. CONTRACTOR IS RESPONSIBLE FOR GGS

INTEGRITY AND PROPER INSTALLATION. MECHANICAL ATIACHMENTS

TO EQUIPMENT WITH APPROPRIATELY SIZED LUGGING IS

ACCEPTABLE. TYPICAL AT ALL LOCATIONS.

1" - 5'

LEGEND

SYSTEM BOND

LP SYSTEM AIR TERMINAL

LPS MAIN CONDUCTOR

LPS SECONDARY CONDUCTOR

GRAPHIC SCALE

5 2.5 0 5 1 0 15 seale feet

CHECK G~APHIC SCALE BEFORE USING

OC?G

architects I engineers

D c w

13 WATER STREET LL

NEWMARKET, NH

~~--------~-Ul APPROVED Ul

FOR COMMANDER NIIVFAC

ACTIVITY

SAnSFACTORY TO DATE

DESIGNER WME

NAVFAC DRAWING NO.

12811547

SHEET 26 OF 47

EG102 ES-20-1662

ORAWFORM REVISION: 10 OCTOBER 2014

::J z:

D B c;

w

1 2

UNCLASSIFIED

DC-- DC-- DC--

I

De

DC,--

DC-- DC-- DC-- DC--

u

EXISTING PANEL TO REMAIN

I

De/

Dc-

De oc- "'' "VlfXj~

EXISTING PANEL 208V 0 ---.....~ I

~~RVICE PANEL i"i LIGHTS AND CONDUIT "" I

: ~ I (TYP.) """

:-------> eX

EXISTING VAULT I • I IN; M ~· ~-""'

lo\ M NEL • --; OPENING IN SLAB ~~ '"' • _ , • REMOVE CONDUIT AND WIRING ~ ?I

\::._/ RE ovE PA __ ~ ____ / ~ IH+Itlm l [r\ : •• "' • • 'IF;. ,~;~~}o c~sLE "'TAP _- • ..!¢>.. ~ EXISTING SERVICE -~ · e L ~ ~ .J ~ ~ . . , · c5 ~~ . . . . '" . · . . ·· ; .

1-· · • PANELS TO REMAIN ~ =:-1 ff I I 1. • 7 _ ••• ~~~~--·~..:....r--:...-....:....1 . ·• lo\ EXISTING 2Q8V -........___ ·· .· , ~ ~ I I ..... , • , · ;-;;\ ITp,NJSf vtiMU< • o • :'.

\::._/ SERVICE PANEL . -· __ · .---·----.__ .-· I I ~ • " • \!:.._/ lo· _ T 42 .'. • • • _ ff

;-;;\ EXISTING. 120V --,. "" la"in~ -~ I I J;V ·_ •• o •0-· . . ·. ··~ : .

\!:.._/sERvicE PANEL.-·· " 1 1. (\ 1tl • 1 m~~-~ lf:\1 - 1: ~ , · _ ••• _ --~ ~

. .. . ~ "-.)" 5 101 . . . .0 • :\ ~ (j). STATION SERVICE ,_ ~~ F- MAIN! TIE I A o • . "' ", . •• •

. SWITCHBOARD AND ~ ~I- I- 2 1 1 •• _ ~ . o • - · tvN'rl"Jr •• • o • ·

. · .· TRANSFORMER --..........._ t= 1 I • • :si , ~ • ~ • • • •

;-;;\ EXISTING 480V ~ t;;, ,., ~ -~ I I ' -~ ·,.·~· --"-·-·_·"",·k'. ~. ~ •• • • \!:.._/ SERVICE PANEL - '\~~ MAIN TIE B l L J ~· r;: . • • . .:

EXISTING i\ l:.

I I

PAD 1

. · . -_· "o ..

~ <l .,_ d <I <l. ... .. " d

<l·- ..

4 :. . <:1 " ... .. .... <l

PORTABLE

RECTIFIER

EXISTING

PAD 2 -, ~ \o·

•• p. • :. • • -'-• • 0 RANSFDRME ~· "" ·.: :·., ·.:· : •• i \. ~ ~ ~S;:~~~ :~ o ..... "·. ... •o... ~·· .... ~.. . ~

" - !. --." .· -·.. . . . • o • • I • ", • • , •", •• -.-.. __ ·.. r\:: .. .. <l-., .,.. : <l ~ "., ~ f2\ a

• · - • • . . ., • - 1• . • .. • • o ru ~ ;s, .~ \!:.._/ r

1-." - . ; . DDI2 lEST (T 4E) • • •• ••• • • • :. • • • • ~ • . • • • • ~ I

Ac --------

AC --------

AC --------

AC --------

Ac --------

Ac --------

Ac --------

Ac --------

AC --------

AC --------

AC-99 J

AC --------

AC --------

AC

ELECTRICAL EQUIPMENT DEMOLITION PLAN

SCALE: 1" - 5'

1 2

PLAN

NORTH

EB

AC-- AC --

U NCLASSI FlED

AC --

SHIP TO

SHORE AC #1

" <l .. - "' .

......... ~-....J

AC-- AC--

AC-- AC-- AC--

GENERAL SHEET NOTES

1. SEE SHEET E -001 FOR GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS.

2. DEMOLITION WASTE TO BE MANAGED PER SPECIFICATION 01 74

19.00 22.

3. REMOVE LCI-25 CABLE BACK TO AC-99. MAINTAIN OTHER

SERVICE POINTS. RE-USE CONDUIT.

4. DD2 WATER BOOSTER PUMP - REMOVE T-42 AND SWITCH.

DISCONNECT CABLE AT B242.

5. 72-1A: DISCONNECT AND PULL FEEDER CABLE TO AC-99 FOR

FEED RE-USE.

6. CONTRACTOR SHALL PROVIDE AN APPROVED OUTAGE AND

ENERGIZATION PLAN IDENTIFYING CIRCUIT OUTAGES PRIOR TO

DE-ENERGIZING CIRCUITS.

7. CONTRACTOR SHALL PROVIDE ALL NEEDED TEMPORARY

ELECTRICAL EQUIPMENT AND INSTALLATION TO MEET PNSY

ELECTRICAL CIRCUIT ELECTRICAL SERVICE CONTINUITY

REQUIREMENTS.

Q DEMOLITION KEYNOTES

1. REMOVE EXISTING SHIP TO SHORE BOX. MAINTAIN UNDERGROUND

AC ~--1

CONDUIT ACCESS FOR RE-USE WITH NEW EQUIPMENT.

2. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED.

3. REMOVE EXISTING 480V BUS WORK AND B165 WALL PENETRATION.

4. REMOVE EXISTING RACEWAY AND B165 WALL PENETRATION.

5. REMOVE EXISTING CABLE TRAY.

6. REMOVE/RELOCATED BY GOVERNMENT DURING CONSTRUCTION.

7. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED. PREPARE

JUNCTION BOX AT LOCATION FOR SPLICING TO EXISTING CIRCUITS.

8. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED. NEW PANEL TO

BE PLACED AT THIS LOCATION FOR TIE IN TO EXISTING LOAD

CIRCUITS.

9. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED AND RETURNED

TO THE GOVERNMENT.

GRAPHIC SCALE

5 2.5 0 5 10 15

1" - 5' scale feet

CHECK GRAPHIC SCALF BEFORE USiNG

OGGn architects I engineers c w

13 WATER STREET LL

NEWMARKET, NH

~~----~--~-UJ

APPROVED UJ

FOR COf.O.!ANDER NAVFAC

ACTMTY

S47!SFACTORY TO DATE

DESIGNER WME

EPROJECT NQ., 1632436

NAVFAC DRAWING NO.

12811548

SHEET 27 OF 47

ED1 01 ES-20-1663

DAA'NFORM REVISIOH: 10 OCTOBER 2014

s z

'13

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D c

E A i'n z

"' 0

0-g w

DC-- DC--

DC--

Oc

DC,-- DC--

DC-- DC-- DC--

oc

E 1---1-+-- ELECTRICAL

0 PANEL 480-1_ •...

EXISTING LIGHTING

. CONTACTOR .·

EXISTING LOAD HOUSE

PANEL

MANHOLE

. Ll". <1

. Ll .. .,:

<1 G.a . 0 ..

EMERGENCY HIGH "0

PRESS AIR

COMPRESSOR

EXISTING CRANE HOTEL CIRCUITS

IT] LV-1

0 LOW VOLTAGE

. SWITCHGEAR

W3

Ac -------

MAIN TIE- A 0

<t

.d ... ., ... <t f

L..-,-,_;;t.<t_..:...· ----, TRANSFORMER A TRANSFORMER B

0 0

Ac -------

Ac -------

Ac -------

Ac -------

Ac -------u u

De

I I

J----- DC 312 VAULT

l>

TO DD2 ~~ i';

WATER PUMP \f "-I De

VR A VR B VR C

UNCLASSIFIED

PROPOSED VOLTAGE

c REGULATOR CONTROL

SHIP TO SHORE

AC #1

DC -- ~EL , ..... _..,.. ~-.,..-----'

~ B238 SHIJ'lcTO Dc -- Dc ~

U

PANEL 208-1 011· ," ---...;""'+'!':-! ,-------., ;-· .;:..<~-"'"'"'--, r---'-"1

CONTROL CONDUIT

<t

NEW JUNCTION I

BOX

I

· INDUSTRIAL

l>

J

POWER TO ''"

·. SHORE AC #2). "'&r------'""---, "<t

. L'l <1.

SUMP PUMP

INDICATOR ·. u<t·

. . . ·. 4

<t

SW R 1

BAY 3

<t

<I

<t

.• . .d

<1 4

<t

'-------,.----' q

Ac -------

Ac -------

Ac -------

Ac ------- Ac

·<t

<t o0 SHORE DC #~

SHIP TO SHORE ·

DC #2

<1 r---------, :-o

BAY 2

<1

<t· .

Ll

6:1 0 1\ 0 ·"

PLAN

NORTH

SWGR 2

<t

0~

<t

ELECTRICAL EQUIPMENT AND CONDUIT PLAN ffi SCALE: 1 II = 51

2 3

UNCLASSIFIED

·.o~ <I

.1 -<t

0 <I

BAY 1

<t

L

<t

<I

SWGR 3

0~

Ac~- Ac~-

AC AC AC -

GENERAL SHEET NOTES

1. SEE SHEET E-001 FOR GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS.

2. UNDERGROUND CONDUIT IS 5" FOR 15kV CLASS WIRING, 2" FOR

600V CONTROL WIRING.

3. PROVIDE AND INSTALL BREAKER LIFT SYSTEM FOR GOVERNMENT

SUPPLIED TRANSPORTABLE SUBSTATIONS PER TRANSPORTABLE

SUBSTATION BREAKER LIFT SPECIFICATION DATED 02/12/2020.

0 NEW WORK KEYNOTES

1. INSTALL ALUMINUM POLE MOUNTED 5000K, 289 WATT LED FLOOR

LIGHT. POLE HEIGHT TO BE 15' -0".

2. INSTALL ALUMINUM POLE MOUNTED 5000K, 163 WATT LED FLOOD

LIGHT. POLE HEIGHT TO BE 15' -0".

3. INSTALL ALUMINUM POLE MOUNTED 5DOOK, 289 WATT LED FLOOR

LIGHT. POLE HEIGHT TO BE 15' -0".

4. REPLACE AND RE-WIRE EXISTING POLE MOUNTED FLOOD LAMP ON

B165 WITH A 5000K, 289 WATT LED FLOOD LIGHT. RE-USE

CONDUIT IF CONDITION AND LOCATION IS VERIFIED ON FIELD TO BE

SUITABLE.

5. INSTALL YARD OUTLET EACH FROM SEPARATE 50-AMP BREAKER

DESIGNATED, TERMINATE AT 50 AMP 3R STAINLESS STEEL FUSED

SAFETY DISCONNECT SWITCH (208/120 THREE PHASE, FOUR WIRE).

6. INSTALL NEW ELECTRICAL EQUIPMENT.

7. INSTALL NEW SHIP TO SHORE BOX. COORDINATE LOCATION AND

EXISTING CONDUIT LINES WITH EXISTING CONDITIONS.

8. TRANSFORMERS A & B SHALL BE DESIGNED WITH NO MAINTENANCE 1-------t

ACCESS REQUIREMENT ON THE FENCE SIDE OF THE EQUIPMENT.

OGGn orcllilects I engineers

D w

9. KTR SHALL MEASURE, SUPPLY, AND INSTALL 600V IP66 BUSWAY

MEETING UL 857 AND NEMA BU-1 WITH RATING OF 3200A

MINIMUM. ALL SUPPORTS, FITTINGS, AND ANCILLARY EQUIPMENT

SHALL BE INCLUDED. ALL TRANSFORMER AND SWITCHGEAR

CONNECTIONS SHALL BE COORDINATED BY KTR TO MEET

REQUIREMENT OF THE INSTALLATION CONDITIONS AND

ARRANGEMENTS.

13 WATER STREET LL

NEWMARKET, NH

~~--...;..--t_ if)

APPROVED U)

10. PROVIDE 2" CONDUIT BETWEEN B165 INTERIOR AND VOLTAGE

REGULATOR AREA. EACH END SHALL HAVE WEATHERPROOF PIANO

HINGED JUNCTION BOX. 14" X 14" X 8" WITHIN B165 NEAR PANEL

FOR CO~MANOER NAVFAC

ACTIVITY

208-1. 12" X 12" X 4" MOUNTED NEAR VOLTAGE REGULATOR ON I-SA-nsc-ACTO_RY_To -DATE ___ _

STANCHION. UTILIZED BY PNSY TO ROUTE CAT6 CABLE. DESIGNERWME

DRAWN BY CGN

11. SHALLOW VAULT BELOW EACH SWITCH ASSEMBLY PROVIDED TO CHECKED BYMH

ALLOW CABLE STORAGE AND EASE OF LANDING. SWITCH DESIGN M>W.GER A. BELANGER

ASSEMBLIES SECURED ATOP A THROAT THAT EXTENDS ABOVE PROJECT MANAGER A. NEGRON FEAO/PN&E JEFF HOYT FINISH GRADE TO ALLOW RUNNING TEMPORARY CABLES. "" PROTECTION s. R

0 :0:: w

12. CONTRACTOR SHALL PROVIDE AND INSTALL LADDER CABLE TRAY ~ o ":. ~ MEETING THE REQUIREMENTS OF NEMA VE1. PROVIDE FIELD ~ t- ~ , oz~~

MEASUREMENT OF INSTALLATION LOCATION, FITTINGS, HANGERS AND " ~ ~ ~

ALL RELATED INSTALLATION BASED ON THE FINAL ELECTRICAL :!!: ..J ~ "'

EQUIPMENT SIZES, CABLE ENTRY POINTS AND MOUNTING. ~ 1: ~ 0

~----------------------------------------~~0~ ~ LEGEND ;~~ (/)

0::::

0..

~----------------------------------------~5 I ~ -oil!

~z

B,C,D

---o

@TO@

(DTO@

@To@

YARD OUTLETS

YARD LIGHTING

B= 5000K, 289 WATT MEDIUM FLOOD

LED LIGHT, FULL VISOR

C= 5000K, 163 WATT MEDIUM FLOOD

LED LIGHT, FULL VISOR

D= 5000K, 289 WATT WIDE FLOOD LED

LIGHT, FULL VISOR

CONDUIT DOWN

CONDUIT/CABLE RUNS SHOWN ON E-602

CONDUIT/CABLE RUNS SHOWN ON E-601

DD2 WATER BOOSTER PUMP CONDUIT

B165 WALL DESIGNATION

o__ 0 w :z 0:::: r---- 0

CJ

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w w z CJ z w w I-.., ~ :Jz 0 W l;; {) i ~ ::::)

'<<{'a_

~U.ffi Bj~ :z:...Jj!!-' ... <{!ll """"""" .... > "' "' ...,::::: o<(~z

!ZZJQ~

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~----------------------------------------~~ ~ 6 ~0~-n;~o_~~~--~

EPROJECT NO.o 1632436 GRAPHIC SCALE

NAVFAC DRAWING NO.

5 2.5 0 5 10 15 12811549

1" - 5' SHEET 28 OF 47

scale feet

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5 ORAWFORN REVISION: 10 OCTOBER 2014

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ELECTRICAL LAYOUT AND CLEARANCE PLAN

SCALE: 1 II - 51

1 2

PLAN

NORTH

ffi

AC -- AC--

UNCLASSIFIED

AC--

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AC-- AC --- AC --

AC-- AC-- AC --1

GENERAL SHEET NOTES

1. SEE SHEET E -001 FOR GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS.

LEGEND

EQUIPMENT CLEARANCE

PROPOSED EQUIPMENT

GRAPHIC SCALE

5 2.5 0 5 10

1" - 5' scale feet

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1632436

NAVFAC DRAWING NO.

12811550

ES-20-1665

ORAWFORM REVISION: 10 OCTOBER 2014

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PLAN

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~1~~17!~~~~~~ AND EQUIPMENT DEMOLITION PLAN ffi

PANEL 208-2

PANEL 208-1

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8165 LIGHTING AND EQUIPMENT PLAN ffi SCALE: 1 I 4" = 1' -0"

UNCLASSIFIED

GENERAL SHEET NOTES

1. DEMOLITION WASTE TO BE MANAGED PER SPECIFICATION 01 74

19.00 22

2. THERE ARE FOUR (4) EXISTING STRUT MOUNTED PENDANT 4 FOOT

LONG, SINGLE BULB FLORESCENT STRIP LIGHT FIXTURES. POWER

SUPPLIED FROM THE LIGHT SWITCH BY THE SWITCHGEAR NEXT TO

THE DOOR ENTRANCE.

3. THERE ARE TWO (2) COMBINATION EMERGENCY EXIT/BATIERY

FLOOD LIGHTS.

0 DEMOLITION KEYNOTES

1. REMOVE CEILING MOUNTED PENDANT FLUORESCENT LIGHT FIXTURES

AND DOME PENDANT LAMPS FROM LIGHTING PANEL AND ALIL

SUPPORTS, WIRING CONDUIT AND HANGERS. (12 TOTAL).

2. REMOVE ALL B165 INTERIOR 120/208 RECEPTACLES, LIGHT

SWITCHES, THERMOSTATS, ELECTRICAL HEATERS, AND ASSOCIATED

WIRING.

D NEW WORK KEYNOTES

1. INSTALL A THREE-WAY LIGHTING SWITCH AS SHOWN. WIRE SWITCHES

TO PANEL 208-1 •

2. INSTALL LED LOW BAY LIGHT ( 1 0,000 LM) 1 0' ABOVE FINISH FLOOR.

3. INSTALL LED LOW BAY LIGHT (4,000 LM) 10' ABOVE FINISH FLOOR.

4. INSTALIL GFI PROTECTED 20 AMPERE RECEPTACLES ALONGSIDE BUS

A. WIRE TO PANEL 208-2.

5. INSTALL GFI PROTECTED 20 AMPERE RECEPTACLES ALONGSIDE BUS

B. WIRE TO PANEL 208-1.

6. INSTALL EXIT SIGN OVER DOOR. INCLUDE EMERGENCY LIGHTING.

LIGHTING TO BE LITHONIA LIGHTING LLXC (2) 6V, 5.3W LIED LAMPS

(1 PER HEAD).

7. INSTALL NEW HEATERS WITH ELECTRONIC THERMOSTAT.

8. INSTALL LED LOW BAY LIGHT (10,000 LM) WITH BATIERY BACKUP

BALLAST, 1 0' ABOVE FINISH FLOOR.

EXISTING LIGHTS

ELECTRICAL WIRING

SINGLE BULB LED STRIP LIGHTING

THERMOSTAT

THREE-WAY LIGHTING SWITCH

GFI RECEPTACLE

ILLUMINATED EXIT SIGN

'-------'' E,F

PROPOSED LIGHTING

E= LED LOW BAY LIGHT, 46" LONG,

10,000 LM

1/4" = 1'

F= LED LOW BAY LIGHT, 46" LONG,

4,000 LM

GRAPHIC SCALE

4 2 0 4 8 12 scale feet

CHECK GRAPHIC SCALE BEFORE USING

OC?Cn architects I engineers c w

13 WATER STREET Li._

NEWMARKET, NH

1-:,P=PRO~V£D ___ .;...,_i-~

FOR COMMANDER NAVFAC

ACTIVIT\'

SATISFACTORY TO DATE

DESIGNER WME

DRAWN BY CGN

CHECKED BY MH

DESIGN MANAGER A. BELANGER

PROJECT M~AGERA. NEGRON

NAVFAC DRAWING NO.

12811551

SHEET 3Q OF J, 7

EL 1 01 ES-20-1666

ORAWFORW REVISION: 10 OCTOBER 2014

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AUX POWER RECEPTACLE L 14-50R ,

SUMP PUMP INDICATOR 125/250 VAC SINGLE PHASE, F~UR

(SEE GENERAL NOTE 6) .~ WIRE THREE p LE

LIGHT SWITCH WITH INDICATOR LIGHT

(SEE GENERAL NOTE 3)

B165 SOUTH WALL

3' -7" AC#2

SURFACE LEVEL ~

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UP TO LIGHT SWITCH

ON EXTERIOR OF

BUILDING 165

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#1 PVC COATED RMC 6

#12 2 #12 GND TO

PANELBOARD 208-1

120/208V IN BUILDING

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V VAPOR TIGHT 24 WATT,

WET LOCATION,

GASKETED 4' LED

STRIPLIGHT (TYP. 3)

3/4" PVC COATED RMC _j

6" X 6" X 4" J-BOX -

WITH HUBS ~

SUMP PUMP AND

HIGH LEVEL SWITCH

• •• <;• 12" X 12" X 4" ; v (4X STAINLESS STEEL) •:.O •• SS J-BOX ;- : . v

:~:1 ----- 3/4" PVC COATED RMC

I ----ko~ WITH 4 #12 1 #12 v--- .· · GND

~ (2) DEDICATED 20A

GFCI RECEPTACLES

~SU~B~ST~A~TI~ON~7~V~A~UL~T_E_LE~CT_R~IC_AL_P_~_N~--------------~/-2 ~)

SCALE: NOT TO SCALE \. ~

2 I

UNCLASSIFIED

I

GENERAL SHEET NOTES

1. DEMOLISH EXISTING LUMINARIES, SUMP PUMP, AND LIGHT

SWITCH.

2. ALL CONDUCTORS FOR LIGHTING AND RECEPTACLES SHALL BE

#12 THHN UNLESS INDICATED OTHERWISE.

3. RECEPTACLE/SWITCH BOXES SHALL BE CAST PVC COATED WITH

THREADED HUBS. RECEPTACLES SHALL HAVE IN-USE COVERS.

4. ALL CONDUIT IN VAULT AND EXPOSED EXTERIOR CONDUIT SHALL

BE PVC COATED RMC, TO INCLUDE FITTINGS, CONDUIT BODIES,

CLIPS, BACKERS, HUBS, SCREWS AND WASHERS SHALL BE

STAINLESS STEEL.

5. FEED TRANSPORTABLE AUX POWER RECEPTACLE FROM

PANELBOARD 208-1 WITH 30A 2-POLE BREAKER, EXTEND 3/4"

RMC WITH 3 #8 1 #10 GROUND.

6. SUMP PUMP INDICATOR INCLUDES THREE 1" BRIGHT LED LAMPS.

WHITE LIGHT INDICATES THAT POWER IS AVAILABLE AT THE PUMP.

g 0 " "' " "'

~ i'i li: ~ I

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GREEN LIGHT INDICATES THAT THE PUMP IS RUNNING. RED LIGHT I-

INDICATES A HIGH LEVEL CONDITIONS.

7. ALL ELECTRICAL EQUIPMENT AND WIRING SHOWN ON THIS

DRAWING TO BE PROVIDED AS NEW EXISTING CONDUIT BOXES TO NI!JfnrL

BE REUSED IF DETERMINED SUITABLE.

LEGEND

~...I _____ ___,, 4' LED STRIPLIGHT

ELECTRICAL WIRING

SINGLE BULB LED STRIP LIGHTING

GFI RECEPTACLE

OGCn orchileds I engineers w

13 WATER STREET u_

NEWMARKET, NH

t::=-----1---U) M'PROVED (/)

FOR COf.IM~ND[R ~'AVFAC

ACIIVIH

SATISFACTORY TO DAT£

DESIGNER WME

DRAWN BY CGN

CHECKED BY MH

DESIGN MANAGER A. BELANGER

PROJECT MM<AGER A. NEGRON

FEAD/PM&E JEFF HOYT

"RE PROTECTION s. RUCINSKI

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NAVFAC DRAWING NO.

12811552

SHEET 31 OF 47

EL 1 02 ES-20-1667

DRAWFORW REVISION: lQ OCTOBER 2014

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REMOTE TRIP RECEPTACLE, TYP. (3)

CABLE PIGTAIL. FULLY MOLDED

ASSEMBLY TO RECEPTACLE

PROVIDE A MEANS OF LIFT

STRUCTURE WITH 4-POINT

LIFT (TYP. 4 PLCS.)

REAR OF UNIT

PROVIDE OPENING ON BOTIOM

OF UNIT FOR CABLE AND

CONDUIT ENTRY FROM

EXISTING PAD

SHIP TO SHORE DC#1 - BOTTOM

SCALE: NOT TO SCALE

COMMUNICATION BOX. MOUNTED AND -----+--!!..__ ____ -_ -_ -J-t----1--_J

TERMINATED BY GOVERNMENT

FOLLOWING COMPLETION OF

CONSTRUCTION

SHIP TO SHORE DC#1 - SECTION

SCALE: NOT TO SCALE

1 2

UNCLASSIFIED

PROVIDE A MEANS OF LIFT

STRUCTURE WITH 4-POINT

LIFT (TYP. 4 PLCS.)

,j' v

.)'------ 2' -1/2" ------i(

UNCLASSIFIED

ANCHOR FOR MOUNTING UNIT

TO CONCRETE PAD

2' -7"

GENERAL SHEET NOTES

1. MAINTAIN REMOTE TRIP CIRCUITS. DISCONNECT, RE-ROUTE, AND

RECONNECT PRIOR TO REQUIRED WORK.

2. INSULATED CONDUCTORS MUST BE RATED 600 VOLTS UNLESS

OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF

NFPA 70.

3. PROVIDE EACH FEMALE RECEPTACLE WITH A FULLY MOLDED

ASSEMBLY AND CABLE.

4. PROVIDE EQUIPMENT WEIGHT AND DOCUMENTATION SUPPORTING

LIFTING EYE CARRYING CAPABILITY.

0 NEW WORK KEYNOTES

1. PROVIDE NEW 20A, 125/250V 3 POLE 4-WIRE NEMA

CONFIGURATION L14-20 TRIP RECEPTACLES SUITABLE FOR

MARINE USE.

2. PROVIDE FEMALE RECEPTACLE BLOCK HOUSING, 12 GAUGE

STAINLESS STEEL, WITH FEMALE HOLDING BARS MOUNTING

HARDWARE AND GASKETS.

3. GOVERNMENT SHALL REMOVE CONTROL CIRCUIT WIRING, JUNCTION

BOX, AND TERMINATION. COIL AND PROTECT WIRING PRIOR TO

CONSTRUCTION.

4. PROVIDE 1/4" X 2" NEOPRENE GASKET CEMENTED AT ALL

REMOVABLE PANELS.

5. PROVIDE REMOVABLE PANEL.

6. COORDINATE CABLE AND CONDUIT ENTRY WITH EXISTING PAD.

VERIFY OPENING DIMENSIONS IN FIELD.

z z

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13 WATER STREET LL

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~-=~--~---L-Ul

APPROVED (/)

FOR COMMAND~R NAVFAC

ACTI~'iTY

SATISFACTORY 10 DATE

DESIGNER WME

DRAWN BY NMD

CHECKED BY MH

DESIGN MANAGER A. BELANGER

PROJECT MANAGER A. NEGR=ON...,__--1

FEAD/PM&E JEFF HOYf FIRE PROTECTION s. RU I

EPROJECT NO.· 1632436

NAVFAC DRAWING NO

12811554

SHEET 33 OF 47

E-1 02 ES-20-1669

ORAWFORM REVISION: 10 OCTOBER 2.014

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\_ PROVIDE OPENING ON BOTTOM

OF UNIT FOR CABLE AND

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UNCLASSIFIED

ANCHOR FOR MOUNTING UNIT

TO CONCRETE PAD

__ SH~I P_T~O~S __ H....;...OR_E_D_.;;.C...;._#2_-...;._B....;...OTT~O-M_--c( -1 "')

SCALE: NOT TO SCALE '- ~

REMOTE TRIP

RECEPTACLE, TYP. (3)

PROVIDE A MEANS OF LIFT

STRUCTURE WITH 4-POINT

LIFT (TYP. 4 PLCS.)

'0 ~

CABLE PIGTAIL. FULLY MOLDED ~ • • I s:114 ASSEMBLY TO RECEPTACLE ~ v L:..J

~ ·V~ (~ ~r----~~/ v / .__I-----· COMMUNICATION BOX. ~ & • t---~

MOUNTED AND TERMINATED I L..::.J

BY GOVERNMENT FOLLOWING

COMPLETION OF

CONSTRUCTION

I

Q Q

2 I

PROVIDE A MEANS OF LIFT ~

STRUCTURE WITH 4-POINT

LIFT (TYP. 4 PLCS.)

'0 0

UNCLASSIFIED

I 4

I 4

GENERAL SHEET NOTES

1. MAINTAIN REMOTE TRIP CIRCUITS. DISCONNECT, RE-ROUTE, AND

RECONNECT PRIOR TO REQUIRED WORK.

2. INSULATED CONDUCTORS MUST BE RATED 600 VOLTS UNLESS

OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF

NFPA 70.

3. PROVIDE EACH FEMALE RECEPTACLE WITH A FULLY MOLDED

ASSEMBLY AND CABLE.

4. PROVIDE EQUIPMENT WEIGHT AND DOCUMENTATION SUPPORTING

LIFTING EYE CARRYING CAPABILITY.

D NEW WORK KEYNOTES

1. PROVIDE NEW 20A, 125/250V 3 POLE 4-WIRE NEMA

CONFIGURATION L14-20 TRIP RECEPTACLES SUITABLE FOR

MARINE USE.

2. PROVIDE FEMALE RECEPTACLE BLOCK HOUSING, 12 GAUGE

STAINLESS STEEL, WITH FEMALE HOLDING BARS MOUNTING

HARDWARE AND GASKETS.

3. GOVERNMENT SHALL REMOVE CONTROL CIRCUIT WIRING, JUNCTION

BOX, AND TERMINATION. COIL AND PROTECT WIRING PRIOR TO

CONSTRUCTION.

4. PROVIDE 1/4" X 2" NEOPRENE GASKET CEMENTED AT ALL

REMOVABLE PANELS.

5. PROVIDE REMOVABLE PANEL.

6. COORDINATE CABLE AND CONDUIT ENTRY WITH EXISTING PAD.

VERIFY OPENING DIMENSIONS IN FIELD.

z "' I

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1---c w

13 WATER STREET L.t_

NEWMARKET, NH

~A=PPRC~Vill~--------~-~

FOR COW/ANDER NAVFAC

ACTIVITY

SMISFACTORY TO DATE

OCSIGNER WM E

DRAWN BY NMD

CHECKED ovMH

DESIGN MANNOER A. BELANGER

PROJECT MANAGER A. NEGRON

FEAD/PM&E JEFF HOYT

FIRE PROTECTION s. RUCINSKI 0 2 w z z < 0 - <(

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[PROJECT NO 1632436

NAVFAC DRAWING NO.

12811556

SHEET 35 OF 47

E-104 ES-20-1671

ORAWFORM REI/lSIOO: 10 OCTOBER 2Q14 u z

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OF UNIT FOR CABLE AND

CONDUIT ENTRY FROM

EXISTING PAD

UNCLASSIFIED

3 I

ANCHOR FOR MOUNTING UNIT

TO CONCRETE PAD

SHIP TO SHORE AC#1 - BOTTOM r-" .:;SC~A~LE;...: ~NO~T~T~O~S::-:C..:;;AL-::-E..;.;;:;;;...;...;:.;:::...;.;_..;._....::....::::......:......:......:::::....:..:...:. __ -{'- 1 ..1

REMOTE TRIP RECEPTACLE, TYP. (3),\ROVIDE A MEANS OF LIFT -

STRUCTURE WITH 4-POINT

LIFT (TYP. 4 PLCS.)

D ~ LJ•\o a •D

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CABLE PIGTAIL. FULLY (r/ Y

MOLDED ASSEMBLY TO ~

RECEPTACLE

. VG

/ 7.-'-----, COMMUNICATION BOX. ~ •

MOUNTED AND TERMINATED / r

BY GOVERNMENT (/

FOLLOWING COMPLETION /

OF CONSTRUCTION •

SHIP TO SHORE AC#1 - SECTION

SCALE: NOT TO SCALE

I 2 I

PROVIDE A MEANS OF LIFT ~

STRUCTURE WITH 4-POINT

LIFT (TYP. 4 PLCS.)

0 0

!.. 1'-7" ,, -r2) ' ..1 -

UNCLASSIFIED

I.

'I

I

GENERAL SHEET NOTES

1. MAINTAIN REMOTE TRIP CIRCUITS. DISCONNECT, RE-ROUTE, AND

RECONNECT PRIOR TO REQUIRED WORK.

2. INSULATED CONDUCTORS MUST BE RATED 600 VOLTS UNLESS

OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF

NFPA 70.

3. PROVIDE EACH FEMALE RECEPTACLE WITH A FULLY MOLDED

ASSEMBLY AND CABLE.

4. PROVIDE EQUIPMENT WEIGHT AND DOCUMENTATION SUPPORTING

LIFTING EYE CARRYING CAPABILITY.

D NEW WORK KEYNOTES

1. PROVIDE NEW 20A, 125/250V 2 POLE 4-WIRE NEMA

CONFIGURATION L14-20 TRIP RECEPTACLES SUITABLE FOR

MARINE USE.

2. PROVIDE FEMALE RECEPTACLE BLOCK HOUSING, 12 GAUGE

STAINLESS STEEL, WITH FEMALE HOLDING BARS MOUNTING

HARDWARE AND GASKETS.

3. GOVERNMENT SHALL REMOVE CONTROL CIRCUIT WIRING, JUNCTION

BOX, AND TERMINATION. COIL AND PROTECT WIRING PRIOR TO

CONSTRUCTION.

4. PROVIDE 1/4" X 2" NEOPRENE GASKET CEMENTED AT ALL

REMOVABLE PANELS.

5. PROVIDE REMOVABLE PANEL.

6. COORDINATE CABLE AND CONDUIT ENTRY WITH EXISTING PAD.

VERIFY OPENING DIMENSIONS IN FIELID.

0::

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OC?Gn architects I engineers z li:

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13 WATER STREET Lt_

NEWMARKET, NH

APPRGVi:D UJ

!'OR COMMANfJER NAVFAC

AWill'l'

SATiSFACTORY TO DATE

DESIGNER WMr!lE..--___ , DRAWN BY NMD

CHECKED BYMH

DESIGN MANAGER A. BELANGER

PROJECT MANAGER A. NEGRON

FEAD/PM&E JEFF HOYT

FIRE PROTECTION s. RUCINSKI

EPROJECT NOc 1632436

NAVFAC DRAWING NO

12811558

SHEET 37 OF 47

Q::

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E-1 06 ES-20-1673

DRAWFORI.t REVISION: 10 OCTOBt:R 2014

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• 2 c

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'6 ~ • "" c--c

§A D

" "' in z

~I u • ·e l:l N w

1 I 2 I

)f-------- 2'-10 518" ---------7(

3' -7" •

•--_,__-+_j_j 6 CD

INDUSTRIAL POWER TO SHORE AC#2- TOP r-"'

~SC~A~LE~:~NO~T~T~O-S-CA-LE~~~~~~~~~~~~--~ 1 )

lf-k -------- 2' -10 518" -------~~ l CD! (TYP.) r0 (TYP.) rf3l (TYP.) l J /L_j

3 ~f8" h-. --+. --. -+-. --. ----f/'-.-rl 1-T.--. --. --. --. --.-rl ~ (TYP.)

~~r~~ @ & @ @ ~®~~@==~@==~"'==~@~

5 114" • 0 1 ; 0 • • ., s F=lr====t-==1=-=l

-'1.--t++-. 0 @ (~) @ •7J •

4 318"

0 •

• ~ () Q 0~ ~(TYP.)

5 1 I 4" 2 6 "

~(JOO~ ~ 0 0 0 ~

4 318"

3' -1 0"

5 114" • 3 • • 7 •

----'!.---+++-. ~ 0 () () "' . • ~C)CJC)~.

4 318"

• • • 0 {!;] q; G) 0

5 1 I 4" ® 8 1."

• " 0 0 0 ~ ~(TYP.)

8 31 4"

INDUSTRIAL POWER TO SHORE AC#2 - FRONT

SCALE: NOT TO SCALE

1 I 2 I

UNCLASSIFIED

3 I 4 jf! -------- 2'-10 518" ---------71'1' l

I'- REAR OF UNIT

V v- PROVIDE OPENING ON BOTIOM

OF UNIT FOR CABLE AND

CONDUIT ENTRY FROM PAD

3'-7" / .

I v- GROUNDING BAR r ANCHOR FOR

I MOUNTING UNIT TO

CONCRETE PAD

INDUSTRIAL POWER TO SHORE AC#2 - BOTIOM -

/ "' 2 ) SCALE: NOT TO SCALE

D•

CABLE PIGTAIL. -r-..._ •

FULLY MOLDED ' ~~

ASSEMBLY TO V ,£" .

RECEPTACLE (V

~ vr

~ .,CV.

(TYP.)~ ~

•D

• YG(TYP.)

• /~(TYP.)

\,._.1

PROVIDE A MEANS OF LIFT \

STRUCTURE WITH 4-POINT

LIFT (TYP. 4 PLCS.)

0 0

INDUSTRIAL POWER TO SHORE AC#2- SIDES r-, ~SC~AL~E~:~NO~T~T~O~S~CA~LE~~~~~~~~~~~~~------;\ 4)

UNCLASSIFIED

I

GENERAL SHEET NOTES

1. PROVIDE EACH FEMALE RECEPTACLE WITH A FULLY MOLDED

ASSEMBLY AND 100' 535 DLO FINE CABLE WHIP.

2. INSULATED CONDUCTORS MUST BE RATED 600 VOLTS UNLESS

OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF

NFPA 70 .

3. SHORE POWER PHASE IDENTIFICATION

BLACK= A PHASE

BLUE= B PHASE

RED= C PHASE

4. EXOTHERMICALLY WELD 410 GROUND TO BOX, EXTEND GROUND

TO AN EXTERNALLY MOUNTED GROUND BAR .

5. ALL ENCLOSURE ARE NEW EQUIPMENT.

6. SPECIFICATION 26 05 33 PROVIDES THE ENCLOSURE MATERIAL,

PAINT, FABRICATION, AND MOUNTING DETAILS.

7. PROVIDE EQUIPMENT WEIGHT AND DOCUMENTATION SUPPORTING

LIFTING EYE CARRYING CAPABILITY .

~\\\\\IUIII411tlll:

»''' !'lEW H..}'~

#~r§ -~~\ l-==---------------------1 ~~ MICAH \~'t, 0 NEW WORK KEYNOTES (~':' ~~~1~20 k) \.. ~caas~ g:l

1. PROVIDE FEMALE RECEPTACLES FOR CIRCUITS 1 THROUGH 8. ·-., '8 ~ C

DURALINE FEMALE E1 023 LATCHING J STYLE PER PHASE FOR ?r"''tl'IO \. ~-$1 I';{, BLACK CONNECTOR WITH BLACK CAPS. If', y b V---::;,_

2. PROVIDE FEMALE RECEPTACLES FOR CIRCUITS 1 THROUGH 8.

DURALINE FEMALE E1023 LATCHING J STYLE PER PHASE FOR

BLUE CONNECTOR WITH BLUE CAPS.

3. PROVIDE FEMALE RECEPTACLES FOR CIRCUITS 1 THROUGH 8.

DURALINE FEMALE E1 023 LATCHING J STYLE PER PHASE FOR

RED CONNECTOR WITH RED CAPS.

4. PROVIDE 30 DEGREE ANGLE THREE GANG FEMALE RECEPTACLE

BLOCK HOUSING, 12 GAUGE STAINLESS STEEL, WITH FEMALE

HOLDING BARS MOUNTING HARDWARE AND GASKETS.

5. PROVIDED ENGRAVED LABELS WITH CIRCUIT ID FOR EACH BLOCK,

NAMING CONVENTION FOR EACH LABEL WILL BE COORDINATED

AND APPROVED IN THE FIELD WITH CONTRACTING OFFICIAL.

6. PROVIDE 1 I 4" X 2"NEOPRENE GASKET…