7084923 DrawingsAsOne.pdf

PDF 10 MB Posted Oct 26, 2021

Attached to: Repair and Upgrade Permitted Hazardous Waste Site on Slocum
Solicitation number: N400857084923
Issued by: Department of the Navy Naval Facilities Engineering Command

View the file

Other files

File	Type	Posted
Amendment 0003.pdf	PDF	Nov 23, 2021
Amendment 0002.pdf	PDF	Nov 22, 2021
Amendment 0001.pdf	PDF	Nov 10, 2021
7084923 SpecificationsAsOne.pdf	PDF	Oct 26, 2021
RFP 7084923.pdf	PDF	Oct 26, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G E

N E

R A

L N

S A

N D

E N

D S

12846067

C-100

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

S W

N A

V A

S E

N G

E R

C O

M M

A N

E P

-E X

N G

C O

N D

N S

A N

D D

E M

12846068

CD101

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

S W

N A

V A

S E

N G

E R

C O

M M

A N

Y O

U T

12846069

CS101

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

S W

N A

V A

S E

N G

E R

C O

M M

A N

E G

R A

G P

12846070

CG101

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

S W

N A

V A

S E

N G

E R

C O

M M

A N

12846071

CS501

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

S W

N A

V A

S E

N G

E R

C O

M M

A N

12846072

CS502

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

S W

N A

V A

S E

N G

E R

C O

M M

A N

RESTRICTED AREA

WARNING

PERSONEL ONLY

AUTHORIZED

KEEP OUT

RESTRICTED AREA

WARNING

PERSONEL ONLY

AUTHORIZED

KEEP OUTRESTRICTED AREA

WARNING

PERSONEL ONLY

AUTHORIZED

KEEP OUT

RESTRICTED AREA

WARNING

PERSONEL ONLY

AUTHORIZED

KEEP OUT

SMOKING

WITHIN 100'

SMOKING

WITHIN 100'

SMOKING

WITHIN 100'

SMOKING

WITHIN 100'

12846073

CG501

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

S W

N A

V A

S E

N G

E R

C O

M M

A N

S W

N A

V A

S E

N G

E R

C O

M M

A N

KPM MTF JEB

12846080

L N

S L

D A

N D

A B

B R

N S

AS NOTED

E001

LIGHTING FIXTURE

AREA SITE LIGHTING FIXTURE

LIGHTING FIXTURE TYPE SYMBOL. SEE LIGHTING FIXTURE DETAILS.

EQUIPMENT CONNECTION

SAFETY SWITCH, 60A-3P, FU @ 30A, 3R

ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HOMERUN TO

PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A

MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT MUST HAVE 1 #12 PHASE

CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING

CONDUCTOR IN 1/2" CONDUIT. PROVIDE ADDITIONAL PHASE CONDUCTORS

AS REQUIRED FOR "MULTIPLE PHASED" ELECTRICAL LOADS. MULTI-POLE

BREAKERS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEC WHERE

MULTI-WIRE BRANCH CIRCUITS ARE REQUIRED. CONDUIT LARGER THAN 1/2"

AND CONDUCTORS LARGER THAN #12 SHALL BE AS INDICATED.

LIGHTING

POWER

PHOTOCELL, 1500W, 120V SPST, MOUNT ON ROOF, AIM NORTH

GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK

SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED

UNDER THIS CONTRACT.

COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON

THE PROJECT. THE CONTRACTOR MUST REVIEW ALL CONTRACT

DOCUMENTS INCLUDING CIVIL, STRUCTURAL, ARCHITECTURAL DRAWINGS

AND SPECIFICATIONS. CONTRACTOR MUST COORDINATE AND ADJUST

ACCORDINGLY AS DIRECTED BY THE CONTRACTING OFFICER.

AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL DRAWINGS

TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN RED AS THE

PROJECT PROGRESSES IN ORDER TO KEEP AN ACCURATE RECORD OF

ALL DEVIATIONS BETWEEN THE WORK SHOWN ON THE DRAWINGS AND

THE WORK WHICH IS ACTUALLY INSTALLED. THESE MARKED DRAWINGS

MUST REFLECT ANY AND ALL CHANGES AND REVISIONS TO THE ORIGINAL

DESIGN WHICH EXISTS IN THE COMPLETED WORK. DELIVER THE MARKED

DRAWINGS TO THE ENGINEER AT PROJECT CLOSE-OUT.

TESTS: TEST ALL WIRING FOR CONTINUITY AND GROUNDS BEFORE

CONNECTING ANY FIXTURES OR DEVICES. PERFORM INSULATION

RESISTANCE TESTS ON ALL WIRING #6 OR LARGER TO ENSURE THAT ALL

PORTIONS ARE FREE FROM SHORT-CIRCUITS AND GROUNDS.

GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC FOR

THE ENTIRE ELECTRICAL SYSTEM INCLUDING EQUIPMENT FRAMES

CONDUITS, SWITCHES, CONTROLLERS, WIRE-WAYS, NEUTRAL

CONDUCTORS, AND OTHER EQUIPMENT. PROVIDE A GROUNDING

CONDUCTOR IN ALL POWER CONDUITS.

PANEL DIRECTORY: PROVIDE UPDATED TYPEWRITTEN PANELBOARD

DIRECTORY CARD IN EACH PANELBOARD WITH CIRCUIT LOAD

INFORMATION AND ROOM NUMBER CLEARLY IDENTIFIED. USE ACTUAL

ROOM NUMBERS IN THE BUILDING, NOT THE ROOM NUMBERS SHOWN ON

THE CONTRACT DRAWINGS, AS THEY ARE OFTEN DIFFERENT.

CONNECTION DETAILS: SECURE APPROVED SHOP DRAWINGS SHOWING

WIRING DIAGRAMS, ROUGH-IN AND HOOK UP DETAILS FROM OTHER

INVOLVED CONTRACTORS FOR EQUIPMENT WHICH MUST BE CONNECTED

ELECTRICALLY.

WORKING CLEARANCE: COORDINATE FINAL LOCATIONS OF ELECTRICAL

EQUIPMENT WITH MECHANICAL DUCTWORK, PIPING ETC. AND ASSURE

WORKING CLEARANCE REQUIRED BY NEC WILL BE MET. SUFFICIENT

ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED

AROUND ELECTRICAL EQUIPMENT AS REQUIRED BY THE NATIONAL

ELECTRICAL CODE. CONTRACTOR MUST COORDINATE FINAL LOCATION OF

EQUIPMENT PROVIDED AND INSTALLED BY OTHER TRADES.

STARTER MOUNTING: WHERE AN INDIVIDUALLY MOUNTED SAFETY

SWITCH, STARTER OR CIRCUIT BREAKER IS SHOWN ADJACENT TO ITS

RESPECTIVE LOAD AND NOT MOUNTED ON A WALL, PROVIDE ALL

SUPPORTS, BRACKETS, ANCHORING, ETC. NECESSARY TO PROPERLY

SUPPORT THE DEVICE.

LIGHTING CONTROL TESTING: UPON COMPLETION OF THE INSTALLATION

OF ALL LIGHTING SYSTEMS AND CONTROL DEVICES, CONTRACTOR SHALL

CONFIRM PROPER OPERATION OF ALL LIGHTING CONTROLS, AND

DEMONSTRATE PROPER OPERATION TO THE CONTRACTING OFFICER.

MATERIAL COORDINATION: VERIFY CEILING AND WALL CONSTRUCTION

AND MATERIAL PRIOR TO ORDERING LIGHT FIXTURES OR OTHER DEVICES

TO INSURE PROPER FIXTURE OR DEVICE IS FURNISHED TO MATCH

CONSTRUCTION.

MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED ARE FROM THE

FINISHED FLOOR TO THE CENTERLINE OF THE WIRING DEVICE UNLESS

OTHERWISE NOTED. MOUNTING HEIGHTS OF LIGHTING FIXTURES ARE TO

THE BOTTOM OF THE FIXTURE UNLESS OTHERWISE NOTED.

DEVICE LOCATIONS: COORDINATE LOCATIONS OF SWITCHES AND

RECEPTACLES.

CLEAN UP: ON PROJECT CLOSE-OUT CLEAN ALL ELECTRICAL DEVICES,

LIGHTING FIXTURES, LENSES, AND REMOVE ALL PAINT SPATTERS FROM

DEVICES, FIXTURES AND PLATES. REPAIR ALL INOPERATIVE LIGHTING

FIXTURES.

THE FOLLOWING SUBSCRIPTS SHALL APPLY TO RECEPTACLES WHERE USED:

GENERAL ELECTRICAL NOTES ELECTRICAL LEGEND

AND

SWITCH RATING

NUMBER OF POLES

FUSE RATING (NF INDICATES NON-FUSED)

NEMA ENCLOSURE IF OTHER THAN NEMA 1

DUPLEX CONVENIENCE RECEPTACLE 20A, 120V, 18" AFF, UON

ABBREVIATIONS

A AMPERE

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING CAPACITY

BFG BELOW FINISHED GRADE

C CONDUIT

EC EMPTY CONDUIT

ETR EXISTING TO REMAIN

EWH ELECTRIC WATER HEATER

FLA FULL LOAD AMPS

GFI GROUND FAULT INTERRUPTER

GND GROUND

KAIC THOUSAND AMPERE

INTERRUPTING CAPACITY

KVA KILO-VOLT-AMPERES

KW KILO-WATTS

LPW LUMENS PER WATT

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUGS ONLY

MTD MOUNTED

NEC NATIONAL ELECTRICAL CODE

NF NON-FUSED

NIC NOT IN CONTRACT

NTS NOT TO SCALE

P POLE

Ø PHASE

PRI PRIMARY

RECEPT RECEPTACLE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

W WATTS/WIRE

WG WIRE GUARD

WP WEATHERPROOF

· GFI: GROUND FAULT INTERRUPTING TYPE RECEPTACLE

· +XX": DEVICE MOUNTING HEIGHT DESIGNATION ABOVE FINISHED FLOOR IF OTHER

THAN 18" OR 46".

· WP: WEATHER RESISTANT GFI RECEPTACLE WITH WEATHERPROOF

WHILE-IN-USE COVER.

E7.2 EXISTING OVERHEAD 7.2KV PRIMARY CIRCUIT

GENERAL

NOTE SYMBOL1

DETAIL

SCALE: XXX X-XXXX

DETAIL NUMBER NAME

SCALE

PLAN

SCALE: XXX X-XXXX

DETAIL NUMBER

TITLE

SCALE SHEET REFERENCED FROM

TRUE NORTH

A1 A-101

SECTION NUMBER

SHEET REFERENCED

FROM

SHEET WHERE

DRAWN

GFI HEAT TAPE CONNECTION, CLASS B GFI DEVICE WITH PUSH TO TEST AND

RESET BUTTONS WITH WEATHER PROOF COVER. CONNECT AHEAD OF HEAT

TRACE THERMOSTAT.

SEAL

GE N

PROF

ON RTH

E RN EI

NANOIS AS

IOR L

046553

ESEMA J

. BARKLEY

J R.07/30/21

A A

EXISTING PANEL "HW"

E7 .2

E7.2

HW-1 RUN VIA

PHOTOCELL

HW-4

GFI

A2 E-101

HW-6

HW-5

HW-8

GFI

S W

N A

V A

S E

N G

E R

C O

M M

A N

KPM MTF JEB

12846081

A L

W O

R K

AS NOTED

SITE PLAN - NEW WORK

SCALE: 1" = 10'

MOUNT PHOTOCELL TO POLe 8' AFG

EYEWASH ALARM, 120V

HEAT TRACE, 120V

HEATER IN HOT BOX, 1.5KW, 120V.

WH-1; 3KW, 240V. PROVIDE WITH 30A-2P. NF DISCONNECT.

HWRP-1; 1/40HP, 120V.

SEE CONTINUATION THIS SHEET.

CONNECTION FOR LIGHT INTEGRAL TO HOTBOX, 120V.

NOTES THIS SHEET

10' 5' 0' 10' 20' 30' 1" = 10'-0"

2' 1' 0' 2' 4' 6' 1/2" = 1'-0"

A2 E-101

ENLARGED PLAN - NEW WORK

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

AREAS UNDERNEATH CANOPIES ARE CLASSIFIED HAZARDOUS LOCATION CLASS 1 DIVISION 2. ALL EQUIPMENT PROVIDED

SHALL BE RATED AND INSTALLED IN ACCORDANCE WITH NEC 501 CLASS 1-DIVISION 2.

HAZARDOUS LOCATION NOTE:

07/30/21

S W

N A

V A

S E

N G

E R

C O

M M

A N

KPM MTF JEB

12846082

S C

AS NOTED

E501

LED ENCLOSED AND GASKETED

REVISED: APRIL 2016 NL-11LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - FIBERGLASS OR FIBERGLASS-REINFORCED POLYESTER OUTER HOUSING, WITH

ALUMINUM COMPONENT TRAY AND HEAT SINK. OPTIONAL LENGTHS OF 4FT OR 8FT.

2. LENS - IMPACT-RESISTANT ACRYLIC OR OPTIONAL POLYCARBONATE, WITH CONTINUOUS

CLOSED-CELL POLYURETHANE GASKET, SECURED WITH STAINLESS STEEL OR POLYCARBONATE

LATCHES.

3. LIGHT SOURCE - SOLID STATE LEDS WITH MINIMUM 50K HOURS RATED LIFE AT L70, 3500K CCT

UON, MINIMUM 80 CRI, MAXIMUM 4-STEP MCADAM ELLIPSE BINNING TOLERANCE FOR COLOR

CONSISTENCY, AND MINIMUM EFFICACY OF 100 LUMENS/WATT. INITIAL LUMEN OUTPUT AS

INDICATED IN LUMINAIRE SCHEDULE.

4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DRIVER WITH MINIMUM 0.9 PF, OPERATING

VOLTAGE OF 120-277V, THERMAL MANAGEMENT, < 20% TOTAL HARMONIC DISTORTION. ON-OFF

CONTROL, STEP-DIMMABLE OR FULLY DIMMABLE AS INDICATED.

5. CERTIFICATION - UL 1598, WET LOCATION (IP65, IP66, IP67), DLC QUALIFIED, AND ROHS

COMPLIANT. COMPLIES WITH LM79, LM80 AND TM21 TESTING STANDARDS. UL 924 WHEN

EQUIPPED WITH EMERGENCY BATTERY BACK-UP.

6. MOUNTING - SURFACE-MOUNTED OR SUSPENDED FROM CEILING.

7. OPTIONS - POWER CORD, INTEGRAL MOTION SENSOR, EMERGENCY BACK-UP.

8. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY

MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A CERTAIN

MANUFACTURER OR PREFERENCE.

TOP VIEW 19 IN

4 IN

POLE AS

INDICATED

36.5 IN

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-CAST ALUMINUM OR DIE-CAST AND EXTRUDED ALUMINUM WITH INTEGRAL, SELF-CLEANING HEAT SINK FINS, RIBS, OR EQUIVALENT PASSIVE COOLING MECHANISM. HEAT SINK SHALL BE INCORPORATED DIRECTLY INTO HOUSING TO ENSURE MAXIMUM HEAT TRANSFER AND DISSIPATION.

2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER POWDER COAT. FINISH SHALL PASS 2500 HOUR SALT SPRAY TEST PER ASTM B117. FINISH COLORS INCLUDE DARK BRONZE, SILVER, OR BLACK WITH CUSTOM COLORS AVAILABLE.

3. POWER SUPPLY/LED DRIVER - PROVIDE IN SEPARATE COMPARTMENT ACCESSIBLE WITHOUT THE USE OF HAND TOOLS. CLASS 1 DRIVER SHALL OPERATE AT 120/277V, 50/60 HZ; OTHER VOLTAGES OPTIONAL.

POWER FACTOR GREATER THAN 0.9 AND THD LESS THAN 20% AT FULL LOAD. MINIMUM EFFICACY SHALL BE 60 LM/W AT MAXIMUM 600 mA OPERATING CURRENT.

4. LED OPTICAL ASSEMBLY - NUMBER OF LED ARRAYS SHALL VARY TO ACCOMMODATE DESIRED LUMINAIRE OUTPUT. PROVIDE WITH EQUIVALENT NEMA TYPE III, IV OR V DISTRIBUTION AS INDICATED. BUG UPLIGHT RATING OF U0, WITH BACKLIGHT AND GLARE RATINGS AS DETERMINED BY LIGHTING ZONE INSTALLED.

MINIMUM COLOR RENDERING INDEX (CRI) SHALL BE 70 FOR CORRELATED COLOR TEMPERATURE (CCT) OF

4000 K TO 4500 DEGREES K.

5. SURGE PROTECTION - 6 kV MINIMUM, COMPLIANT WITH ANSI C62.41.2.

6. CERTIFICATION - UL AND/OR ETL LISTED, MINIMUM IP65 RATED PER ANSI/IEC 60529, AND RoHS COMPLIANT.

7. OPTIONS - PHOTOCELL AND RECEPTACLE, SHORTING CAP, BIRD SPIKES, AND 0-10 VOLT DIMMING DRIVER.

8. OTHER - THE ABOVE SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS AND IS NOT INTENDED TO INDICATE A CERTAIN

MANUFACTURER'S PREFERENCE. ALL DIMENSIONS ARE NOMINAL AND VARY PER MANUFACTURER.

REVISED: MARCH 2013 XL-03LUMINAIRE PLATE:

LED AREA LUMINAIRE

OPTIONAL

PHOTOCELL

REVISED: MARCH 2013 XL-29LUMINAIRE PLATE:

ANCHOR BASE POLE FOUNDATION

APOLE

HEIGHT

8'-12'

13'-20'

21'-30'

36"

42"

12"

31'-40'

72"

78"

16"

24"

30"

"A"

"B"

FINISHED GRADE

INSULATED COPPER GROUNDING

CONDUCTOR ATTACHED TO INTERNAL

LUG WELDED TO INTERIOR OF POLE.

SIZE PER NFPA 70.

CHAMFER ALL EDGES OF CONCRETE

BASE 1/2"

HANDHOLE - SEE POLE SKETCH AND

SPECIFICATION

POLE - SEE POLE SKETCH AND

SPECIFICATION

CONDUIT STUBBED UP ADJACENT TO

HANDHOLE; NUMBER AND SIZE AS

REQUIRED

SET TOP OF CONCRETE

FOUNDATION 4" ABOVE

GRADE

COPPER EQUIPMENT

GROUNDING CONDUCTOR -

ATTACH TO INTERNAL LUG

WELDED TO INTERIOR OF

POLE. CONDUCTOR TO BE

SAME SIZE AND TYPE AS

SUPPLY PHASE

CONDUCTOR.

CIRCUIT CONDUCTORS AND

CONDUIT TO POWER

SOURCE OR NEXT POLE

CONCRETE PER

SPECIFICATION

CIRCUIT CONDUCTORS AND

CONDUIT TO POWER

SOURCE OR NEXT POLE

ANCHOR BOLTS AS

RECOMMENDED BY

MANUFACTURER OF POLE

#4 BARS VERTICAL AT 6"

EACH FACE

#3 BARS AT 12" ON CENTER

HORIZONTALLY

3/4" X 10' GROUND ROD

FIXTURE

SYMBOL

LUMENS, WATTS, COLOR

TEMPERATURE VOLTAGE MOUNTING NOTES

4000, 39.9, 4000K CEILING, SURFACE NL-11, CLASS 1 DIV 2 RATED120A

S1 POLE, 30' AFG XL-03, TYPE 3 DISTRIBUTION12015000, 138, 4000K

EXISTING PANELBOARD HW SCHEDULE

100A MLO, 240/120 VOLT, 1 PHASE, 3 WIRE, 10 KAIC MINIMUM, SURFACE MOUNT, GROUND BUS

LOAD (AMPS) BKR CKT PHASE CKT BKR LOAD (AMPS)

LOAD SERVED A B TRIP NO. A B NO. TRIP A B LOAD SERVED

SITE LIGHTING++ 5.3 20/1P 1 2 20/1P 4.0 ALARM *

SPACE ONLY 3 4 20/1P 9.0 RECEPTACLES++

WH-1++ 12.5 20/2P 5 6 20/1P 12.5 HEATER++

12.5 8 20/1P 12.5 HEATER++

TOTAL 17.8 12.5 16.5 21.5 TOTAL

TOTAL CONNECTED AMPS A: 34.3 B: 34.0

NOTES:

EXISTING PANEL IS A SQUARE D QO LOAD CENTER

* INDICATES EXISTING LOAD TO REMAIN

++ INDICATES NEW LOAD AND CIRCUIT BREAKER

REVISED: MARCH 2013 XL-27LUMINAIRE PLATE:

ANCHOR BASE STEEL/ALUMINUM POLE

TAPERED OR STRAIGHT STEEL OR ALUMINUM POLE. CROSS SECTIONAL

SHAPE AND COLOR AS INDICATED.

NOTES:

COORDINATE TOTAL EPA WITH SPECIFICATIONS.

WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING WITH COVER

AND STAINLESS STEEL SCREWS.

INTERNAL GROUNDING LUG.

TERMINATE C0NDUITS INTERNALLY, ADJACENT TO HANDHOLE.

FULL BASE COVER - TW0 PIECE GALVANIZED STEEL.

CONCRETE FOUNDATION - SEE PLATE XL-29.

"U"

POLE

TYPE

TENON OPTION - 2-3/8" TENON WITH PROVISION

FOR WIRING. COORDINATE WITH LUMINAIRE.

XL-26

MAST ARM OPTION - COORDINATE WIRING AND BOLT HOLES

WITH MAST ARM PROVIDED.

DIM

1'-6"

"U"

12"

SEAL

GE N

PROF

ON RTH

E RN EI

NANOIS AS

IOR L

046553

ESEMA J

0.7

0.8

0.7

0.9

0.8

0.7

1.0

1.1

1.0

0.9

0.8

0.7

1.3

1.4

1.3

1.2

1.1

0.9

0.8

1.1

0.7

0.6

1.6

1.7

1.8

1.9

1.5

1.4

1.2

1.1

1.4

0.8

0.7

1.5

1.8

2.0

2.3

2.5

2.6

2.4

2.3

2.1

1.9

1.2

1.1

1.0

0.9

0.8

0.6

1.7

2.0

2.4

3.0

3.7

3.9

3.8

3.5

3.0

2.6

2.2

1.4

1.2

1.1

1.0

0.9

0.7

2.1

2.5

3.1

4.3

5.7

6.6

6.8

5.9

5.0

3.9

3.1

2.5

2.1

1.6

1.3

1.2

1.0

1.9

2.3

2.8

3.5

5.0

7.6

10.3

10.4

9.7

8.6

6.6

4.9

3.5

2.7

2.0

1.7

1.5

1.1

2.3

2.6

2.9

3.7

4.7

6.3

9.2

11.1

12.6

12.0

10.3

7.4

4.9

3.2

2.3

1.9

1.5

1.2

2.7

3.0

3.6

4.2

4.8

6.4

8.2

10.5

11.3

11.6

8.5

5.7

3.6

2.5

1.9

1.6

2.8

3.0

3.1

3.3

3.6

4.3

4.9

5.7

6.7

7.4

7.8

7.0

5.3

3.5

2.5

1.9

1.5

3.2

3.3

3.4

4.1

4.6

4.5

4.2

4.4

4.8

4.9

4.8

4.2

3.2

2.5

2.0

1.4

3.3

3.4

3.8

5.4

6.9

7.3

6.5

4.6

4.0

3.6

4.0

3.9

3.4

2.8

2.4

1.9

2.7

3.2

3.4

4.2

6.2

8.7

10.5

9.9

10.1

7.3

5.7

4.3

3.8

3.3

2.9

2.7

2.3

1.8

2.6

2.9

3.2

4.1

5.5

7.6

9.4

12.1

13.3

10.8

8.7

5.9

4.3

3.3

2.9

2.6

2.3

2.6

3.0

3.4

3.6

4.2

5.1

6.5

9.2

9.7

10.6

9.2

6.6

4.5

3.4

3.0

2.9

2.4

2.1

2.7

3.1

3.7

4.1

4.2

3.9

5.2

6.2

6.0

6.9

6.5

5.5

4.0

3.2

3.1

3.0

2.5

2.3

2.9

3.8

4.7

4.9

4.8

4.7

4.8

4.4

4.2

4.3

4.1

3.4

3.1

3.0

2.3

3.1

4.6

6.6

7.5

7.2

6.6

5.9

5.1

4.5

4.1

4.0

3.3

3.0

2.9

3.0

2.6

1.7

2.2

3.0

5.1

7.9

10.9

10.4

10.1

8.7

7.1

5.5

4.4

3.9

3.3

3.0

2.6

1.7

2.2

2.9

4.2

6.2

9.3

11.4

13.0

12.2

10.5

7.3

5.2

4.0

3.2

2.7

2.5

2.2

1.6

1.9

2.3

3.2

4.2

5.9

7.8

10.2

11.2

11.5

8.0

5.7

3.8

3.1

2.5

2.2

1.8

1.0

1.3

1.4

1.7

2.4

2.8

3.4

4.8

5.9

6.9

7.2

6.3

4.7

3.5

2.7

2.3

1.9

0.9

1.1

1.2

1.3

1.5

1.6

2.4

2.9

3.5

3.9

4.1

4.0

3.4

2.7

2.2

1.9

1.6

0.8

0.9

1.0

1.1

1.2

1.9

1.7

2.2

2.6

2.4

2.2

1.9

1.6

0.8

0.9

1.4

1.0

1.2

1.3

1.5

1.6

1.9

1.8

1.7

1.5

1.1

0.8

0.9

1.0

1.2

1.3

1.4

1.2

0.6

0.7

0.9

1.0

1.1

0.8

0.9

0.8

S W

N A

V A

S E

N G

E R

C O

M M

A N

KPM MTF JEB

12846083

P H

AS NOTED

E601

SITE PLAN - PHOTOMETRICS

SCALE: 1" = 10'

Statistics

Description Symbol Avg Max Min Max/Min Avg/Min

STORAGE AREA 3.7 fc 13.3 fc 0.6 fc 22.2:1 6.2:1

10' 5' 0' 10' 20' 30' 1" = 10'-0"

SEAL

GE N

PROF

ON RTH

E RN EI

NANOIS AS

IOR L

046553

ESEMA J

P T

EXISTING TELEPHONE

PEDESTAL PD - D0201

EXISTING HAZ-MAT EMERGENCY

TELEPHONE - CB016/FT016.

CONTRACTOR MUST CONFIRM

WITH BASE TELEPHONE THAT

TELEPHONE LINE IS ACTIVE AND

OPERATIONAL.

S W

N A

V A

S E

N G

E R

C O

M M

A N

CRW CAR MHF

12846084

C O

M M

U N

N S

L N

S, L

D , A

N D

A N

AS NOTED

T-001

SITE PLAN -

SCALE: 1" = 20'

LEGEND & ABBREVIATIONS

TELECOMMUNICATIONS

REQ'D REQUIRED

GROUNDGND

EXIST EXISTING

EXISTING TO REMAINETR

CONDUIT C

RIGID GALVANIZED STEELRGS

ABBREVIATIONS

ABOVE FINISHED GRADEAFG

BELOW FINISHED GRADEBFG

UNLESS OTHERWISE NOTEDUON

P TELEPHONE PEDESTAL

T HAZMAT EMERGENCY TELEPHONE LOCATION

SEAL

GE N

PROF

ON RTH

E RN EI

NOIS AS

IOR L

046553

ESEMA J

S W

N A

V A

S E

N G

E R

C O

M M

A N

YJV YJV JAK

12846085

L N

S, L

D , A

N D

A B

B R

N S

AS NOTED

P-001

MAKE PROPER HOT COLD WATER PIPING CONNECTIONS TO ALL FIXTURES &

EQUIPMENT EVEN THOUGH ALL BRANCHES, FITTINGS & CONNECTIONS ARE

NOT SHOWN.

COORDINATE LOCATION OF ALL EQUIPMENT, FIXTURES & PIPING WITH

STRUCTURAL & ALL OTHER TRADES.

SEE SITE PLAN FOR EXTENT OF PIPING.

IT IS THE INTENTION OF THESE DRAWINGS TO COVER ALL WORK & MATERIAL

FOR A COMPLETE FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING

FIXTURES, TRIM HARDWARE &/OR DEVICES USUALLY UTILIZED IN THE CLASS

OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THE

DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY

COMPLETION OF THE WORK (AS DETERMINED BY THE GOVERNMENT) MUST

BE FURNISHED & INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL

WORK.

VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK OR ORDERING

EQUIPMENT, PIPING, FIXTURES, ETC.

INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS'

RECOMMENDATIONS & ALL APPLICABLE LISTING REQUIREMENTS.

INTERDISCIPLINARY COORDINATION:

IF THIS CONTRACTOR SHOULD ELECT TO PROPOSE ANY EQUIPMENT THAT

HAS DIFFERENT PHYSICAL OR ELECTRICAL CHARACTERISTICS, ETC. WHEN

COMPARED TO THE BASIS OF DESIGN EQUIPMENT, THIS CONTRACTOR IS

RESPONSIBLE FOR COORDINATING THESE CHANGES WITH THE OTHER

TRADES PRIOR TO ORDERING OF EQUIPMENT. IF THERE SHOULD BE ANY

ADDITIONAL WORK INCURRED BY THE OTHER TRADES AS A RESULT OF THIS

CONTRACTOR'S EQUIPMENT SELECTION, ALL COSTS ASSOCIATED WITH THE

ADDITIONAL WORK SHALL BE BORNE BY THIS CONTRACTOR.

APPROXIMATELYAPPROX

NEW POINT OF CONNECTION

PIPE TURN DOWN (DN)

BALL VALVE (BV)

STRAINER

LIMIT OF DEMOLITION WORK

KEYNOTE DESIGNATION

REDUCED PRESSURE

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

COLD WATER (CW)

HOT WATER (HW)

PRINCIPLE ASSEMBLY (RPZ)

PRESSURE PER SQUARE INCH

PLUMBING FIXTURE MARK

PHASE/DIAMETER

GALLONS PER HOURGPH

PSI

P-#

° DEGREE

W/ WITH

ELEV ELEVATION

ELECTRICELEC

GPM GALLONS PER MINUTE

ETR EXISTING TO REMAIN

SUPPLY FIXTURE UNITSFU

ASSE AMERICAN SOCIETY

OF SANITARY

ENGINEERING

DETAIL

SCALE: XXX X-XXXX

DETAIL NUMBER NAME

SCALE

SHEET REFERENCED FROM

PLAN

SCALE: XXX

TITLE

SCALE

TRUE NORTH

DETAIL TAG

DETAIL NUMBER

SHEET WHERE DRAWN

PLUMBING COORDINATION NOTE:

CONTRACTOR SHALL VERIFY AND COORDINATE THE EXACT

LOCATION OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND

STRUCTURAL SYSTEMS AND COMPONENTS (EXISTING AND NEW)

PRIOR TO COMMENCING WORK. THE FAILURE TO COMPLY WITH THIS

DIRECTION SHALL NOT CONSTITUTE THE BASIS FOR A CHANGE

ORDER SHOULD REWORK BE REQUIRED.

ANY CONDITIONS FOUND THAT WILL PROHIBIT MAKING THE FINAL

CONNECTIONS(S) OR EXECUTION OF THE WORK SHALL BE REPORTED

TO THE COTR IMMEDIATELY.

ANY SHUT DOWNS OR INTERRUPTIONS IN SERVICE SHALL BE

APPROVED BY THE GOVERNMENT IN ACCORDANCE WITH THE

SPECIFICATIONS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE

FOR ANY DELAYS TO THE PROJECT THAT ARISE DUE TO HIS FAILURE

TO COMPLY WITH THESE REQUIREMENTS.

MANUFACTURER'S RECOMMENDATIONS:

ALL MATERIAL AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS FOR THE INTENDED

PURPOSE. USE THE MORE STRINGENT METHODS WHEN

MANUFACTURER'S RECOMMENDATIONS DIFFER FROM REQUIREMENTS

LISTED ON THE PLANS AND SPECIFICATIONS. BRING ANY CONFLICTS

BETWEEN MANUFACTURER'S RECOMMENDATIONS, PLANS AND

SPECIFICATION REQUIREMENTS TO THE GOVERNMENT'S ATTENTION.

SAW CUT NOTE:

VERIFY PIPE PENETRATION PRIOR TO SAW CUTTING. SAW CUT,

REMOVE AND PATCH CONCRETE SLAB AS REQUIRED TO PERFORM

WORK INDICATED. PATCH SLAB TO MATCH ADJACENT EXISTING

CONDITIONS AND NEW CONDITIONS.

GENERAL NOTES LEGEND & ABBREVIATIONS

TRENCH

HOT WATER RETURN (HWR)

CHECK VALVE (CV)

TEPID WATER (TW)

NTS NOT TO SCALE

07/30/21

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

MAXIMO WORK ORDER NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7084923

AutoCAD SHX Text

IPT MARINE CORPS

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

JASON A. KULENGUSKI

AutoCAD SHX Text Lic. No. 052876

PD201

S W

N A

V A

S E

N G

E R

C O

M M

A N

YJV YJV JAK

12846086

M B

R A

AS NOTED

PD1011" = 20'-0"

20' 10' 0' 40'20' 60'

07/30/21

PLUMBING OVERALL SITE PLAN - DEMOLITION

SCALE: 1" = 20' PD201A1

AutoCAD SHX Text E

AutoCAD SHX Text

TPED

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text E

AutoCAD SHX Text

UGE

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text E

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

MAXIMO WORK ORDER NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7084923

AutoCAD SHX Text

IPT MARINE CORPS

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

JASON A. KULENGUSKI

EMERGENCY SHOWER/

EYEWASH

1-1/4" CW, ETR

BLDG. 3980BLDG. 3979BLDG. 3978

S W

N A

V A

S E

N G

E R

C O

M M

A N

YJV YJV JAK

12846087

M B

R G

AS NOTED

PD201

DEMOLITION NOTES

REMOVE CW PIPING BACK TO EXTENT INDICATED.

REMOVE EMERGENCY SHOWER & ALL ASSOCIATED APPURTENANCES.

APPROXIMATE LOCATION OF CW SUPPLY PIPING TURNING DOWN BELOW

GRADE. REMOVE ALL CW PIPING TO EXTENT INDICATED.

TRENCH LOCATION IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR

FINAL TRENCHING, LOCATING EXISTING WATER PIPING AND UTILITIES,

AND PREPARATION FOR NEW WATER PIPING.

1/4" = 1'-0" 5' 10'0' 5'

07/30/21

PLUMBING DEMOLITION - ENLARGED PLAN

SCALE: 1/4" = 1'-0" PD101A1

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

MAXIMO WORK ORDER NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7084923

AutoCAD SHX Text

IPT MARINE CORPS

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

JASON A. KULENGUSKI

A1 P-201

S W

N A

V A

S E

N G

E R

C O

M M

A N

YJV YJV JAK

12846088

M B

R A

C O

R U

O N

AS NOTED

P-1011" = 20'-0" 20' 10' 0' 40'20' 60'

07/30/21

PLUMBING OVERALL SITE PLAN - CONSTRUCTION

SCALE: 1" = 20' P-201A1

AutoCAD SHX Text E

AutoCAD SHX Text

TPED

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text E

AutoCAD SHX Text

UGE

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text E

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text

SLT

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

MAXIMO WORK ORDER NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7084923

AutoCAD SHX Text

IPT MARINE CORPS

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

JASON A. KULENGUSKI

1-1/4" CW, ETR

BLDG. 3980BLDG. 3979BLDG. 3978

P-1

1-1/4" CW

1-1/4" TW

3/4" HWR

WH-1

3/4" HW

RPZ

3/4" HWR

TMV-15

HWRP-1

7 RE

S W

N A

V A

S E

N G

E R

C O

M M

A N

YJV YJV JAK

12846089

M B

C O

R U

O N

AS NOTED

P-201

CONSTRUCTION NOTES

CONNECT 1-1/4" CW PIPING & ROUTE BELOW GRADE AS INDICATED.

PROVIDE PEDESTAL MOUNTED COMBINATION EMERGENCY SHOWER/

EYEWASH STATION, INSULATED & ENCASED IN A MOLDED ABS JACKET WITH

HEAT TRACED CABLE WRAPPED AROUND THE INTERNAL SUPPLY PIPE W/

THERMOSTAT TO CONTROL HEATING TEMPERATURE. COORDINATE ALL

ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR. REFER TO

SHEET PL501 FOR EMERGENCY SHOWER/ EYEWASH FIXTURE PLATE.

ROUTE TW AND HWR PIPING IN TRENCH AND UP TO EMERGENCY FIXTURE.

INSTALL WATER PIPING A MINIMUM OF 12" BELOW THE AVERAGE LOCAL

FROST DEPTH.

PROVIDE HEAT TRACE CABLE & ISOLATION VALVE ON EXPOSED PIPING W/

CORRUGATED ALUMINUM JACKET SUPPLYING THE EMERGENCY

COMBINATION SHOWER.

PROVIDE ANSI APPROVED COMPATIBLE EMERGENCY THERMOSTATIC MIXING

VALVE (ASSE 1071) TO SUPPLY TEPID WATER 60°-100°F @ 23.4 GPM.

INSTALL PER MANUFACTURER'S RECOMMENDATION.

PROVIDE 1-1/4" RPZ INSIDE HEATED ENCLOSURE. FOR DETAIL, REFER TO

SHEET PL501

PROVIDE HEATED ALUMINUM ENCLOSURE MOUNTED ON CONCRETE PAD.

MINIMUM INTERNAL DIMENSIONS MUST BE 36"Wx105"Lx80"H. REFER TO

STRUCTURAL DRAWINGS FOR CONCRETE FOUNDATION AND ANCHORING

REQUIREMENTS.

1/4" = 1'-0" 5' 10'0' 5'

07/30/21

PLUMBING CONSTRUCTION - ENLARGED PLAN

SCALE: 1/4" = 1'-0" P-101A1

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

MAXIMO WORK ORDER NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7084923

AutoCAD SHX Text

IPT MARINE CORPS

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

JASON A. KULENGUSKI

S W

N A

V A

S E

N G

E R

C O

M M

A N

YJV YJV JAK

12846090

U R

NO SCALE

PL501

WASTE TEE

BOTTOM OF TEE

IS PLUGGED

FLUSH VALVE

STRAPS

1-1/4" I.P.S.

FLOW SWITCH

TO POWER SOURCE

SILENCE SWITCH

HORN

LIGHT

SLAB

1-1/2" I.P.S. DRAIN

EYE/FACE WASH

8" DIA. EMERGENCY

HEAD

1-1/4" PLUG

MOUNTING

PIPE SIZES

MARK DESCRIPTION

EMERGENCY SHOWER & EYE WASH FLOOR1-1/4"

EMERGENCY SHOWER & EYE WASH

P-1

9" DIA. FLANGE

SPECIFICATIONS:

1. PEDESTAL MOUNTED COMBINATION EMERGENCY SHOWER & EYE/FACE WASH

STATION. YELLOW ANTI-MICROBIAL ABS PLASTIC SHOWERHEAD 7-3/8" WITH A

20 GPM FLOW REGULATOR. STAINLESS STEEL PULL ROD W/ TRIANGULAR

HANDLE SUPPLYING 20 GPM.

2. EMERGENCY EYE/ FACE WASH W/ 11" STAINLESS STEEL ROUND BOWL W/

PUSH HANDLE & DUST COVER TO PROTECT THE SPRAY HEADS SUPPLYING 3.4

GPM.

3. INSULATED UNIT ENCASED WITH HEAT TRACED CABLE WRAPPED AROUND

INTERNAL SUPPLY PIPE WITH A THERMOSTAT TO CONTROL THE HEATING.

CONCRETE PAD

MAIN ISOLATION VALVE

STRAINER

CONCRETE PAD

1-1/4" DOMESTIC WATER FROM

UNDERGROUND

RPBP

30" MAX.

12" MIN.

PROTECTIVE

ENCLOSURE

NOTES:

1. NO DEVICES OR BRANCH LINES, ETC. SHALL BE INSTALLED BETWEEN BACKFLOW PREVENTER ASSEMBLY AND THE

MAIN WATER LINE. PROVIDE ISOLATION VALVE AND WYE STRAINER.

2. VERIFY DISCHARGE PIPE LENGTH AND SLOPE BEFORE COORDINATING FINAL BACKFLOW PREVENTER HEIGHT TO

ENSURE PROPER FIT OF ALL COMPONENTS.

3. PROVIDE ELECTRICAL HEAT TRACE CABLE AROUND ALL PIPING WITHIN PROTECTIVE HOT BOX. COORDINATE

ELECTRICAL CONNECTIONS WITH ELECTRICAL CONTRACTOR.

INSTALL PER MANUFACTURER'S INSTRUCTIONS

AIR GAP, PROVIDE PER

MANUFACTURER'S

REQUIREMENTS.

ROUTE RELIEF DRAIN TO

PROTECTIVE HEATED

ENCLOSURE DRAIN PORT

ELECTRIC WATER HEATER SCHEDULE

REMARKSMOUNTING

ELECTRICAL

PHASEVOLTSKILOWATTS

STORAGE

CAPACITYLOCATIONTYPEMARK

WH-1

TOTALACCEPTANCE

EXPANSION TANK

INSTALL PER MANUFACTURER'S RECOMMENDATIONS12403119ELECTRIC 4.61.73INTERIOR OF

PROTECTIVE ENCLOSURE FLOOR

BALL VALVE (TYP.)

EXPANSION TANK

HW SUPPLY

CW SUPPLY

UNION (TYP.)

CONCRETE PAD

HWRP-1

CHECK VALVE

VACUUM RELIEF VALVE

DRAIN VALVE

DRAIN PAN & RELIEF PIPE TO PROTECTIVE

HEATED ENCLOSURE DRAIN PORT. SUPPORT

TIGHT TO WALL AND PROVIDE FITTINGS AS

NECESSARY FOR NEAT OFFSET.

3/4" TEMPERATURE PRESSURE RELIEF

VALVE AND LINE

NOTE: PROVIDE HEAT TRAP ON SUPPLY AND

DISCHARGE PIPING ASSOCIATED WITH WATER

HEATER

HWR RETURN

PUMP SCHEDULE

REMARKSVOLTAGELOCATIONTYPEMARK HP PHASE GPM HEAD

115INTERIOR OF PROTECTIVE

ENCLOSURE

RECIRCULATION

PUMPHWRP-1 1/40 1 5.0 4

NOTE: INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

PROVIDE AQUASTAT IN PIPING TO TURN PUMP ON IF TEMPERATURE FALLS 10°F BELOW WATER HEATER SETPOINT. TURN PUMP OFF IF WATER TEMPERATURE EXCEEDS 5°F BELOW WATER HEATER SETPOINT. PROVIDE LINE VOLTAGE 7-DAY PROGRAMMABLE TIME CLOCK TO TURN HWRP-1 OFF DURING NON OCCUPIED HOURS AND ON DURING OCCUPIED HOURS.

1 2

PROTECTIVE

ENCLOSURE

CONCRETE PAD

BACKFLOW PREVENTER DETAIL

SCALE: NTSC1

FLOOR MOUNTED WATER HEATER DETAIL

SCALE: NTSA1

07/30/21

1 1/4" I.P.S. SUPPLY

FROM MIXING VALVE

CONCRETE FLOOR PIPE PENETRATION DETAIL

SCALE: NTSC3

COUPLING AS

REQUIRED(TYP.)

CARRIER

PIPE (TYP.)

PIPE

6" (M

PIPE INSULATION

AS REQUIRED(TYP.)

INSULATION SHALL

BE PROVIDED WITH

THE SAME PERFORMANCE

AS THE FIRESTOPPING

MATERIAL

STEEL PIPE SLEEVE

MASONRY WALL

OR FLOOR SLAB

NOTE: PIPE SLEEVE SHALL BE SIZED TO PROVIDE 1/4"

ALL AROUND CLEARANCE.

6" (M

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

MAXIMO WORK ORDER NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7084923

AutoCAD SHX Text

IPT MARINE CORPS

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

JASON A. KULENGUSKI

File details come from the government source that posted it. Updated Oct 26, 2021.