Amend004_SPECs_DRWs.pdf

FY17 MCON PROJECT P- 834 SEAWOLF CLASS SERVI CE PI ER 1304011AMEND004

SECTI ON 26 32 13. 00 20

SI NGLE OPERATI ON GENERATOR SETS

04/07

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

ASME I NTERNATI ONAL ( ASME)

ASME B16. 1 ( 2015) Gr ay I r on Pi pe Fl anges and Fl anged Fi t t i ngs Cl asses 25, 125, and 250

ASTM I NTERNATI ONAL ( ASTM)

ASTM D975 ( 2016a) St andar d Speci f i cat i on f or Di esel Fuel Oi l s

I CC EVALUATI ON SERVI CE, I NC. ( I CC- ES)

I CC ES AC156 ( 2012) Accept abl e Cr i t er i a f or Sei smi c Cer t i f i cat i on by Shake- Tabl e Test i ng of Nonst r uct ur al Component s

I NSTI TUTE OF ELECTRI CAL AND ELECTRONI CS ENGI NEERS ( I EEE)

I EEE 115 ( 2009) Gui de f or Test Pr ocedur es f or Synchr onous Machi nes: Par t I Accept ance and Per f or mance Test i ng; Par t I I Test Pr ocedur es and Par amet er Det er mi nat i on f or Dynami c Anal ysi s

I EEE C2 ( 2017) Nat i onal El ect r i cal Saf et y Code

I EEE C50. 12 ( 2005; R 2010) St andar d f or Sal i ent Pol e 50 HZ and 60 Hz Synchr onous Gener at or s and Gener at i on/ Mot or s f or Hydr aul i c Tur bi ne Appl i cat i ons Rat ed 5 MVA and above

I NTERNATI ONAL ELECTRI CAL TESTI NG ASSOCI ATI ON ( NETA)

NETA ATS ( 2013) St andar d f or Accept ance Test i ng Speci f i cat i ons f or El ect r i cal Power Equi pment and Syst ems

I NTERNATI ONAL ORGANI ZATI ON FOR STANDARDI ZATI ON ( I SO)

I SO 3046 ( 1986; Am. 1) Reci pr ocat i ng I nt er nal Combust i on Engi nes - Per f or mance

I SO 8528 ( 1993; R 2005) Reci pr ocat i ng I nt er nal Combust i on Engi ne Dr i ven Al t er nat i ng Cur r ent Gener at or Set s

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NATI ONAL ELECTRI CAL MANUFACTURERS ASSOCI ATI ON ( NEMA)

NEMA C50. 10 ( 1990) Rot at i ng El ect r i cal Machi ner y - Synchr onous Machi nes

NEMA I CS 6 ( 1993; R 2011) I ndust r i al Cont r ol and Syst ems: Encl osur es

NEMA MG 1 ( 2016) Mot or s and Gener at or s

NATI ONAL FI RE PROTECTI ON ASSOCI ATI ON ( NFPA)

NFPA 30 ( 2015) Fl ammabl e and Combust i bl e Li qui ds Code

NFPA 37 ( 2015) St andar d f or t he I nst al l at i on and Use of St at i onar y Combust i on Engi nes and Gas Tur bi nes

NFPA 70 ( 2017) Nat i onal El ect r i cal Code

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 310- 04 ( 2013) Sei smi c Desi gn f or Bui l di ngs

U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)

40 CFR 60 St andar ds of Per f or mance f or New St at i onar y Sour ces

UNDERWRI TERS LABORATORI ES ( UL)

UL 1236 ( 2015; Repr i nt Mar 2016) UL St andar d f or Saf et y Bat t er y Char ger s f or Char gi ng Engi ne- St ar t er Bat t er i es

UL 142 ( 2006; Repr i nt Jul 2013) St eel Abovegr ound Tanks f or Fl ammabl e and Combust i bl e Li qui ds

UL 467 ( 2013) Gr oundi ng and Bondi ng Equi pment

1. 2 RELATED REQUI REMENTS

Section 26 00 00. 00 20 BASI C ELECTRI CAL MATERI ALS AND METHODS, and Sect i on 26 08 00 APPARATUS I NSPECTI ON AND TESTI NG appl y t o t hi s sect i on except as modi f i ed her ei n.

1. 3 SYSTEM DESCRI PTI ON

1. 3. 1 Engi ne- Gener at or Set Dat a

Submi t dat a per t ai ni ng t o t he di esel engi ne- gener at or set and t o t he auxi l i ar y equi pment i ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

a. Make of engi ne.

b. Type or model of engi ne.

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d. Di mensi onal dr awi ngs or cat al og cut s of exhaust s i l encer s, r adi at or , di esel f uel day t anks, f uel oi l cool er , val ves and pumps, i nt ake f i l t er s, v i br at i on i sol at or s, and ot her auxi l i ar y equi pment not i nt egr al wi t h t he engi ne- gener at or set .

1. 5. 1. 2 Auxi l i ar y Syst ems

Submi t dr awi ngs showi ng f l oor pl an ar r angement of exhaust , ai r i nt ake, f uel oi l cool er , and j acket cool ant wat er syst ems i ncl udi ng ar r angement of pi pi ng and pi pe s i zes.

1. 5. 2 Vi br at i on I sol at i on Syst em Cer t i f i cat i on

Submi t cer t i f i cat i on f r om t he manuf act ur er t hat t he v i br at i on i sol at i on syst em wi l l r educe t he v i br at i on t o t he l i mi t s speci f i ed i n t he par agr aph ent i t l ed " Vi br at i on I sol at i on Syst em. "

1. 5. 3 Fuel Syst em Cer t i f i cat i on

When t he di esel f uel syst em r equi r es a f uel oi l cool er as descr i bed i n t he par agr aph ent i t l ed " Fuel Oi l Cool er , " submi t cer t i f i cat i on f r om t he engi ne manuf act ur er t hat t he f uel syst em desi gn i s sat i sf act or y.

1. 6 DELI VERY, STORAGE, AND HANDLI NG

Del i ver equi pment on pal l et s or bl ocki ng wr apped i n heavy- dut y pl ast i c, seal ed t o pr ot ect par t s and assembl i es f r om moi st ur e and di r t . Pl ug pi pi ng, condui t , exhaust , and ai r i nt ake openi ngs. Pr ot ect and pr epar e bat t er i es f or shi pment as r ecommended by t he bat t er y manuf act ur er . St or e auxi l i ar y equi pment at t he s i t e i n cover ed encl osur es, pr ot ect ed f r om at mospher i c moi st ur e, di r t , and gr ound wat er .

1. 7 SI TE CONDI TI ONS

Pr ot ect t he component s of t he engi ne- gener at or set , i ncl udi ng cool i ng syst em component s, pumps, f ans, and si mi l ar auxi l i ar i es when not oper at i ng and pr ovi de component s capabl e of t he speci f i ed out put s i n t he f ol l owi ng environment:

a. Si t e Locat i on: Naval Base Ki t sap ( Washi ngt on)

b. Si t e El evat i on: 100 f eet above mean sea l evel

c. Ambi ent Temper at ur es:

1. Maxi mum 100 degr ees F dr y bul b.

d. Desi gn Wi nd Vel oci t y: 115 mph.

e. Sei smi c Zone: Zone 4 as def i ned by I CC UBC.

1. 8 SEI SMI C RESTRAI NTS FOR NONSTRUCTURAL COMPONENTS

Sei smi cal l y r est r ai n nonst r uct ur al component s i n accor dance wi t h UFC 3- 310- 04. Ref er t o and compl y wi t h t he sei smi c r equi r ement s of Sect i on 26 05 48. 00 10 SEI SMI C PROTECTI ON FOR ELECTRI CAL EQUI PMENT. Sei smi c desi gn shal l be based on Ri sk Cat egor y I V and Sei smi c Desi gn Cat egor y D. The

SECTI ON 26 32 13. 00 20 Page 8 mevans Line mevans component i mpor t ance f act or shal l be 1. 5. Nonst r uct ur al component s shal l be Desi gnat ed Sei smi c Syst ems. Desi gnat ed Sei smi c Syst ems shal l be sei smi c qual i f i ed by shake t abl e t est i ng conf or mi ng t o I CC ES AC156 shake t abl e t est pr ocedur es.

1. 9 MAINTENANCE

1. 9. 1 Ext r a Mat er i al s

1. 9. 1. 1 Paint

Furnish one gal l on of i dent i cal pai nt used on engi ne- gener at or set i n manuf act ur er ' s seal ed cont ai ner wi t h each engi ne- gener at or set .

1. 9. 1. 2 Filters

Fur ni sh f our spar e r epl acement el ement s i n t hei r or i gi nal cont ai ner s f or each f i l t er wi t h each uni t .

1. 9. 2 Post ed Oper at i ng I nst r uct i ons

Pr ovi de pr oposed oper at i ng i nst r uct i ons f or t he engi ne- gener at or set and auxi l i ar y equi pment l ami nat ed bet ween mat t e- sur f ace t her mopl ast i c sheet s and sui t abl e f or pl acement adj acent t o cor r espondi ng equi pment . Af t er appr oval , i nst al l oper at i ng i nst r uct i ons wher e di r ect ed.

PART 2 PRODUCTS

2. 1 DI ESEL ENGI NE- GENERATOR SET

Pr ovi de di esel engi ne- gener at or set s consi st i ng of a wat er cool ed di esel engi ne di r ect connect ed t o an ac gener at or wi t h a br ushl ess exci t at i on syst em and accessor i es. Equi pment and mat er i al s shal l be t he manuf act ur er ' s st andar d pr oduct s of f er ed i n cat al ogs f or commer ci al or i ndust r i al use.

2. 1. 1 Engi ne- Gener at or Set Rat i ngs and Per f or mance

I SO 8528. Each engi ne- gener at or set shal l have a power r at i ng of not l ess t han 2250 kW at 0. 8 power f act or and suppl y 12. 47 kV - vol t , t hr ee- phase, 60- Hz ac out put . Coor di nat e t he engi ne- gener at or set t o ensur e an i nst al l ed r at i ng i n t he envi r onment descr i bed i n par agr aph ent i t l ed " Si t e Condi t i ons. " The power of t he engi ne- gener at or set i s def i ned as t he power out put avai l abl e at t he gener at or t er mi nal s excl udi ng t he el ect r i cal power absor bed by t he essent i al i ndependent auxi l i ar i es. Essent i al i ndependent auxi l i ar i es ar e i t ems of equi pment whi ch ar e essent i al f or t he cont i nued or r epeat ed oper at i on of t he engi ne whi ch uses power suppl i ed f r om a sour ce ot her t han t he engi ne.

2. 1. 1. 1 Di esel Engi ne Capaci t y

The di esel engi ne shal l meet t he speci f i ed maxi mum BMEP r equi r ement s at r at ed speed as cal cul at ed i n accor dance wi t h t he par agr aph ent i t l ed " Cal cul at i ons f or BMEP. " The engi ne capaci t y shal l be based on t he following:

a. Engi ne bur ni ng di esel f uel conf or mi ng t o ASTM D975, Gr ade 2- D, at an ambi ent t emper at ur e of 85 degr ees F.

SECTI ON 26 32 13. 00 20 Page 9 mevans Line mevans

b. Engi ne cool ed by a r adi at or f an mechani cal l y dr i ven by t he di esel engi ne or r emot e wi t h a mot or dr i ven f an.

c. Engi ne cool ed by cool ant mi xt ur e of wat er and et hyl ene gl ycol , 50 per cent by vol ume of each.

2. 1. 1. 2 Di esel Engi ne Emissions Li mi t s

The f i ni shed i nst al l at i on shal l compl y wi t h f eder al , st at e, and l ocal r egul at i ons and r est r i c t i ons r egar di ng t he l i mi t s of emi ssi ons. Submi t cer t i f i cat i on f r om t he engi ne manuf act ur er st at i ng t hat t he engi ne exhaust emi ssi ons meet t he f eder al , st at e, and l ocal r egul at i ons and r est r i c t i ons speci f i ed. At a mi ni mum t hi s cer t i f i cat i on shal l i ncl ude emi ssi on f act or s f or cr i t er i a pol l ut ant s i ncl udi ng ni t r ogen oxi des, car bon monoxi de, par t i cul at e mat t er , sul f ur di oxi de, non- met hane hydr ocar bon, and f or hazar dous ai r pol l ut ant s ( HPAs) .

Gener at or oper at i ng hour s ar e under 100 hour s f or non emer gency use.

2. 1. 1. 3 Per f or mance Cl ass

The vol t age and f r equency behavi or of t he gener at or set shal l be i n accor dance wi t h I SO 8528 oper at i ng l i mi t val ues f or per f or mance Cl ass G4 as follows.

2. 1. 1. 4 Load Pr of i l e

The di esel engi ne- gener at or set shal l be of adequat e capaci t y necessar y f or t he f ol l owi ng l oad pr of i l e:

a. Mot or st ar t i ng sequence whi l e suppor t i ng ot her l oads. See t abl e bel ow:

Starting Order

Si ze ( hp) St ar i ng Met hod Maxi mum Vol t age Di p

1 400 Ful l Vol t age 25 Per cent

2 400 Ful l Vol t age 25 Per cent

b. Ot her l oad: 1800 kW at 0. 8 p. f .

2. 1. 2 Di esel Engi nes and Accessor i es

I SO 3046. Di esel engi nes shal l be f our - cycl e nat ur al l y aspi r at ed, or t ur bochar ged, or t ur bochar ged and i nt er cool ed; ver t i cal i n- l i ne or ver t i cal Vee t ype; desi gned f or st at i onar y ser vi ce. Engi nes shal l be capabl e of i mmedi at e accel er at i on f r om r est t o nor mal speed wi t hout i nt er medi at e i dl e/ war m up per i od or pr el ubr i cat i on t o pr ovi de essent i al el ect r i cal power . Two- cycl e engi nes ar e not accept abl e.

2. 1. 2. 1 Subbase Mount i ng

Mount each engi ne- gener at or set on a st r uct ur al st eel subbase si zed t o suppor t t he engi ne, gener at or , and necessar y accessor i es, auxi l i ar i es and cont r ol equi pment t o pr oduce a compl et e sel f - cont ai ned uni t as st andar d wi t h t he manuf act ur er . Desi gn t he st r uct ur al subbase t o pr oper l y suppor t t he equi pment and mai nt ai n pr oper al i gnment of t he engi ne- gener at or set i n t he speci f i ed sei smi c zone. I n addi t i on, pr ovi de subbase wi t h bot h l i f t i ng

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AA

BB

CC

EE

DD

M A

T C

H L

IN

E S

E E

D W

G F

-1

POC TO

EXISTING

8"FM

8"FM

8"FM

B7112 WET

SPRINKLER RISER

B7042 WET

SPRINKLER

RISER

POC TO

EXISTING 8" FM

2"FM

A1

F-103

C1

F-103

2"FM(E) 8"FM

(E) 10"FM

POC TO

EXISTING

10"FM

EJ-8

POC

EXISTING FHO

SEISMIC

JOINT

4"FM

PSA-71

PSA-71

GATE VALVE

GATE

VALVE

GATE VALVE

GATE

VALVE

EJ-4

EJ-4

C3

F-103

A3

F-103

KEY PLAN

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

<<PM/DM>>

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

D E P A R T M E N T

O F

T H E

N A V Y

N A V F A C

N W

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

S

IL

V E R D A L E W A S H

IN

G T O N

N A V A L

B A S E

K

IT

S A P B A N G O R

S

IL

V E R D A L E W A S H

IN

G T O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. MAU

D. GIBSON/ T. BOLING

B. GALLOWAY

B. NIXON

:5 :4

A M

C U s e rs d w o o d s D o c u m e n ts P P

IE

R W H d w o o d s .r vt

F Y

M

C O

N P

R O

J E

C T

P -8

S E

A W

O L F

C L A

S S

S E

R V

IC

E

P

IE

R

P

IE

R

FI

RE

PR

O

TE

C

TI

O N

PL

AN

N A V

AL

FA

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CHPMBL BJH

F-102

1554182

12-07-2017

376 559

16040588

2019 REBID

B. NIXON

GENERAL NOTES

1.

2.

FOR GENERAL NOTES, LEGEND AND

ABBREVIATIONS, SEE DRAWING F-001.

FOR ADDITIONAL PIPING DETAILS,

REFER TO PIPING/PLUMBING

DRAWINGS.

N

TRUE

NORTH

SCALE: 1" = 20'-0"

PIER FIRE PROTECTION PLAN

SCALE:

20' 20'

1" = 20'-0"

40'40'

A M

EN

D M

EN

T

N R B

PLUMBING AND PIPING ABBREVIATION LIST PLUMBING AND PIPING GENERAL NOTES

A

AAV

AC

ACC

AD

AFF

AP

ARCH

ATP

BF

BFV

BLDG

BOP

C

CA

CFH

CFM

CIRC

CL

CLG

CO

COMB

COMP

COMPR

CONN

CONT

CONT'D

CV

CW

D

DCVA

DDC

DEG

DH

DI

DIA

DIV

DN

DO

DOM

DWCP

DWET

DWG

E

EFF

EL

ELEC

ELEV

EMCS

ENT

EQUIP

ET

EXIST

EXP

EXT

F

FAI

FCO

FD

FDC

FF

FFD

FI

FIN

FLEX

FLR

FO

FP

FPM

FT

GAL

GALV

GFGI

GPF

GPM

H H2O

HD

HORIZ

HP

HR

HSKPG

HVAC

HZ

ICW

ID

IE

INSTANT

ISOL

IW

JAN

KW

LB; LBS

LEV

LVG

LVL

M

M/EE

MAX

MBH

MECH

MEZZ

MFR

MIN

MP

MTD

NAT

NC

NO

NPW

NPSH

NTS

OBD

ODP

OH

OW

P

PERF

PF

PLBG

POC

PRESS

PSG

PSI

PSIG

PSS

PW

QTY

R

RECIP

RED

REF

REQD

RM

RO

RPBA

RPM

SCFM

SCH

SCO

SD

SE

DWG

SO

SP

SQ

SS

STD

T

TBD

TE

TEFC

TEMP

THD

THS

TP

TS

TW

TX

UFC

UG

UNO

V

VER

VERT

VF

VFD

VOL

VTR

W W/

WCO

WG

WH

WO

COMPRESSED AIR; ANCHOR

AUTOMATIC AIR VENT

AIR COMPRESSOR

AIR COOLED CONDENSER

AIR DRYER

ABOVE FINISHED FLOOR

ACCESS PANEL

ARCHITECTURAL

AUTOMATIC TRAP PRIMER

BLIND FLANGE

BUTTERFLY VALVE

BUILDING

BOTTOM OF PIPE

COMMON; COMPRESSOR

COMPRESSED AIR; CONTROL AIR

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CIRCULATING

CENTERLINE

COOLING

CLEANOUT

COMBINED

COMPRESSED

COMPRESSOR

CONNECTION

CONTINUATION; CONTAMINATION; CONTROL;

CONTINUED

CONTINUED

CONSTANT VOLUME

DOMESTIC COLD WATER

DIAMETER, DROP, DRAIN

DOUBLE CHECK VALVE ASSEMBLY

DIRECT DIGITAL CONTROL

DEGREE; DEGREES

DEHUMIDIFIER

DIGITAL INPUT; DISCRETE INPUT; DUCTILE IRON

DIAMETER

DIVISION

DOWN

DIGITAL OUTPUT; DISCRETE OUTPUT

DOMESTIC

DOMESTIC WATER CIRCULATING PUMP

DOMESTIC WATER EXPANSION TANK

DRAWING; DRAWINGS

EXISTING; EAST

EFFICIENCY

ELEVATION

ELECTRICAL

ELEVATION; ELEVATOR

ENVIRONMENTAL MANAGEMENT AND CONTROL

SYSTEM

ENTERING

EQUIPMENT

EXPANSION TANK

EXISTING

EXPLOSION PROOF

EXTERNAL

FAHRENHEIT; FIRE WATER

FAIL AS IS

FLOOR CLEANOUT

FIRE DAMPER; FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR; FINAL FILTER

FUNNEL FLOOR DRAIN

FILTER

FINISH; FINISHED

FLEXIBLE

FLOOR

FAIL OPEN

FIRE PROTECTION

FEET PER MINUTE

FEET; FLUID TRAP

GALLON; GALLONS

GALVANIZED

GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GALLONS PER FIXTURE

GALLONS PER MINUTE

HEIGHT

WATER

HEAVY DUTY

HORIZONTAL

HORSEPOWER, HEAT PUMP

HOUR

HOUSEKEEPING

HEATING, VENTILATION AND AIR CONDITIONING

HERTZ; CYCLES PER SECOND

INDUSTRIAL COLD WATER

INDIRECT DRAIN; INSIDE DIAMETER

INVERT ELEVATION

INSTANTANEOUS

ISOLATION

INDUSTRIAL WASTE (SOD)

JANITOR'S

KILOWATT

POUND; POUNDS

LEVEL

LEAVING

LEVEL

METER; MECHANICAL

MECHANICAL/ELECTRICAL EQUIPMENT

MAXIMUM

THOUSAND BRITISH THERMAL UNITS PER HOUR

MECHANICAL

MEZZANINE

MANUFACTURER

MINIMUM

MECHANICAL PIPING

MOUNTED

NATURAL

NOISE CRITERIA; NORMALLY CLOSED

NORMALLY OPEN

NON POTABLE WATER

NET POSITIVE SUCTION HEAD

NOT TO SCALE

OVERBOARD DRAIN

OPEN DRIP PROOF

OVERHEAD

OILY WASTE

PUMP; PLUMBING

PERFORATED

PRE-FILTER

PLUMBING

POINT OF CONNECTION

PRESSURE; PRESSURIZATION

PIPE SUPPORT GUIDE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH GAUGE

PIPE SUPPPORT SLIDE

PURE WATER

QUANTITY

RADIUS; RISE; REFRIGERANT; RADIATOR

RECIPROCATING

REDUCER; REDUCING

REFERENCE

REQUIRED

ROOM

RETURN OPENING

REDUCED PRESSURE BACKFLOW ASSEMBLY

REVOLUTIONS PER MINUTE

RELIEF VALVE; RELIEF VENT; REFRIGERANT VENT

STANDARD CUBIC FEET PER MINUTE

SCHEDULE

SURFACE CLEANOUT

STORM DRAIN, SUCTION DIFFUSER

SUPPORT EQUIPMENT

SHEET

SCREENED OPENING

SUMP PUMP

SQUARE

SANITARY SEWER; START-STOP; STAINLESS STEEL

STANDARD

TANK

TO BE DETERMINED

TOTALLY ENCLOSED

TOTALLY ENCLOSED FAN COOLED

TEMPERATURE

THREADED

TEMPERATURE/HUMIDITY SENSOR

TRAP PRIMER

TEMPERATURE SENSOR; TUBE STEEL

TEMPERED WATER (DOMESTIC)

THERMAL EXIT VALVE

UNIFIED FACILITIES CRITERIA

UNDERGROUND

UNLESS NOTED OTHERWISE

VENT

VERIFY

VERTICAL

VENTILATION FAN

VARIABLE FREQUENCY DRIVE

VOLUME

VENT THROUGH ROOF

WIDTH; WASTE (BLDG); WATER (SITE); WEST

WITH

WALL CLEANOUT

WATER GAUGE

WATER HEATER

WASTE OIL

AR AIR RECEIVER

RV

TCV TEMPERATURE CONTROL VALVE

TYP TYPICAL

HWT WATER HEATER TANK

HVC HOT WATER RE-CIRCULATION

CS CARBON STEEL

SJ SEISMIC JOINT

DFU DRAINAGE FIXTURE UNIT

POW PUMPED OIL WASTE

THK THICK

GPH GALLONS PER HOUR

MW MANWAY

PSA PIPE SUPPORT ANCHOR

CIP CAST IN PLACE

EJ EXPANSION JOINT

FWD FORWARD

OVBD OVERBOARD

QD QUICK DISCONNECT

S SOUTH

N NORTH

SUPP SUPPORT

STRUC STRUCTURAL

NRS NON RISING STEM

COMM COMMUNICATION

MV MEDIUM VOLTAGE

FLW FLUSHING WATER

WT WIDE FLANGE TEE; WEIGHT

OD OUTSIDE DIAMETER

1. THE FOLLOWING NOTES APPLY TO ALL PLUMBING AND PIPING DWGS. ADDITIONAL GENERAL NOTES, WHICH SUPPLEMENT THE FOLLOWING NOTES, MAY BE PROVIDED ON INDIVIDUAL DWGS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE PHASING OF ALL PLUMBING AND PIPING SYSTEMS WORK WITH THE WORK OF ALL OTHER TRADES. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR ANY ADDITIONAL WORK WHICH MAY BE CAUSED BY THE IMPROPER SEQUENCING OF

CONSTRUCTION ACTIVITIES.

3. PLUMBING AND PIPING DWGS INDICATE REQUIREMENTS FOR CONNECTION TO EQUIPMENT PROVIDED BY THE GOVERNMENT AND THE WORK OF OTHER TRADES. VERIFY LOCATION OF FURNISHINGS AND ACCESSORIES, FIXTURES, AND UTILITY CONNECTIONS ASSOCIATED WITH THIS EQUIPMENT PRIOR TO SHOP DRAWING PREPARATION, SUBMITTAL REVIEW, AND INSTALLATION OF ROUGH-IN FOR PLUMBING AND PIPING

SYSTEMS CONNECTIONS.

4. COORDINATE ALL PLUMBING AND PIPING SYSTEMS PENETRATIONS WITH STRUCTURAL SHOP DWGS. NO PENETRATIONS WILL BE ALLOWED THROUGH STRUCTURAL ELEMENTS UNLESS INDICATED ON STRUCTURAL DWGS OR AS APPROVED BY THE CONTRACTING OFFICER. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, FLOORS, CEILINGS OR WALLS, UNLESS INDICATED ON STRUCTURAL DWGS OR AS

APPROVED BY THE CONTRACTING OFFICER.

5. REFER TO ARCHITECTURAL AND STRUCTURAL DWGS FOR GENERAL CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EQUIPMENT HOUSEKEEPING PADS, PENETRATION DETAILS, FLASHING AND SEALING DETAILS, AND ALL OTHER ELEMENTS OF GENERAL CONSTRUCTION. COORDINATE THE SIZE AND LOCATION OF EQUIPMENT HOUSEKEEPING PADS WITH APPROVED EQUIPMENT SO THAT HOUSEKEEPING PADS EXTEND 6 INCHES MINIMUM IN ALL DIRECTIONS FROM THE HORIZONTAL LIMITS OF THE EQUIPMENT WHICH THEY SUPPORT (UNLESS ADDITIONAL DISTANCE BETWEEN EDGE OF PAD AND EDGE OF EQUIPMENT IS PROVIDED

BY THE CONTRACTING OFFICER.)

6. REFER TO ARCHITECTURAL DWGS FOR LOCATION OF PLUMBING FIXTURES, EQUIPMENT, AND FLOOR DRAINS, EXCEPT FLOOR DRAINS IN MECHANICAL AREAS. WHERE EXACT LOCATION OF DEVICES ARE NOT

SHOWN ON ARCHITECTURAL DWGS, OBTAIN DIRECTION FROM CONTRACTING OFFICER PRIOR TO

INSTALLATION.

7. REFER TO ARCHITECTURAL DWGS FOR ROOM ELEVATIONS. WHERE SHOWN, LOCATE DEVICES AT HEIGHTS INDICATED ON ARCHITECTURAL ROOM ELEVATIONS. LOCATE PLUMBING AND PIPING DEVICES, SO THAT THEY DO NOT CONFLICT WITH GENERAL CONSTRUCTION OR THE WORK OF ANY OTHER TRADES, SUCH AS LIGHT SWITCHES, SPEAKERS, AND OUTLETS. WHERE DEVICES ARE NOT SHOWN ON ARCHITECTURAL

DWGS, OBTAIN DIRECTION FROM CONTRACTING OFFICER PRIOR TO INSTALLATION.

8. ARRANGE ALL PLUMBING AND PIPING SYSTEMS EQUIPMENT AND PIPING SO THAT ACCESS CLEARANCES INDICATED BY DWGS, REQUIRED BY APPLICABLE PORTIONS OF IPC, IBC, NFPA 101, UFC, IMC, OSHA AND WISHA, AND AS RECOMMENDED BY MANUFACTURERS ARE PROVIDED.

9. COORDINATE LOCATIONS OF PLUMBING AND PIPING SYSTEMS EQUIPMENT, PIPING, SUPPORTS

AND BRACING TO PROVIDE ADEQUATE CLEARANCE FOR REMOVAL AND SERVICE ACCESS

NECESSARY FOR ALL EQUIPMENT PREVENTATIVE MAINTENANCE AND REPAIR. COORDINATE SERVICE ACCESS FOR EQUIPMENT PROVIDED BY ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO ELECTRICAL EQUIPMENT, MECHANICAL AND FIRE PROTECTION EQUIPMENT, LIGHTING, GOVERNMENT FURNISHED

EQUIPMENT, AND ALL OTHER ELEMENTS OF GENERAL CONSTRUCTION.

10. PROVIDE SUPPORTS AND SEISMIC RESTRAINTS FOR PIPES AND EQUIPMENT AS SPECIFIED, AS REQUIRED, AND AS SHOWN ON THE DWGS. PROVIDE ALL REQUIRED MISCELLANEOUS STRUCTURAL STEEL, SUPPORTS, ATTACHMENTS, AND ANCHORAGES FOR THIS PURPOSE. PROVIDE ANCHOR BOLTS OF SIZE, TYPE, AND LENGTH AS REQUIRED TO SATISFY THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, SPECIFICATION REQUIREMENTS, AND REQUIREMENTS INDICATED ON THE CONTRACT DWGS. PROVIDE ADDITIONAL MISCELLANEOUS STRUCTURAL MEMBERS BETWEEN STRUCTURAL ELEMENTS AS REQUIRED TO

SUPPORT FORCES AND MOMENTS AND MEET DEFLECTION REQUIREMENTS. ALL MISCELLANEOUS

STRUCTURAL MEMBERS AND ANCHORAGES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER.

NO WELDING, BOLTING, OR OTHER MEANS OF ATTACHMENT FOR SUPPORT OR RESTRAINT SHALL BE MADE ON PORTIONS OF STRUCTURAL MEMBERS AT OR NEAR CONNECTIONS BETWEEN STRUCTURAL MEMBERS OR ON ANY ELEMENTS DESIGNATED IN THE SEISMIC LOAD RESISTING SYSTEM UNLESS APPROVED BY THE

CONTRACTING OFFICER. PROVIDE MISCELLANEOUS STRUCTURAL STEEL SHOP DWGS AND

CALCULATIONS FOR REVIEW BY THE CONTRACTING OFFICER. ALL REQUIRED MISCELLANEOUS STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SHOWN ON THE

STRUCTURAL DWGS.

11. TO ENHANCE CLARITY OF PLAN DWGS, AND WHERE NOT NECESSARY TO DESCRIBE THE REQUIRED SIZE OF PIPE, INDIVIDUAL SEGMENTS OF PIPE BETWEEN CONNECTIONS ARE NOT NECESSARILY SIZED ON PLANS.

WHERE PIPE SEGMENTS ARE SHOWN ON PLANS WITHOUT A SIZE INDICATED, THE UN-SIZED SEGMENT SHALL

BE THE SAME SIZE AS THE NEXT UPSTREAM SEGMENT WITH A SIZE INDICATED.

12. IN GENERAL, PLUMBING AND PIPING SYSTEMS PLANS ARE SCHEMATIC IN NATURE. REFER TO PLUMBING AND PIPING SYSTEMS DETAILS, DIAGRAMS AND SPECIFICATIONS FOR REQUIRED SYSTEM FITTINGS, ACCESSORIES, CONTROL DEVICES, ETC. PLUMBING AND PIPING SYSTEMS PLANS AND SECTIONS INDICATE APPROXIMATE EQUIPMENT LOCATIONS AND GENERAL ARRANGEMENT ONLY. PREPARE SHOP DWGS OF PLUMBING AND PIPING SYSTEMS WHICH ARE FULLY COORDINATED WITH THE APPROVED AND INSTALLED

WORK OF ALL OTHER TRADES.

FM FIRE MAIN

HPA HIGH PRESSURE COMPRESSED AIR

BA BREATHING AIR

IWFM INDUSTRIAL WASTE FORCE MAIN

SSFM SANITARY SEWER FORCE MAIN

SDFM STORM DRAIN FORCE MAIN

CHT COLLECTION, HOLDING AND TRANSFER

13. IN EQUIPMENT AREAS, COORDINATE THE LOCATION OF FLOOR DRAINS WITH THE ACTUAL COORDINATED HOUSEKEEPING PAD LOCATIONS AND PLUMBING AND EQUIPMENT DRAIN LOCATIONS. WHERE NECESSARY TO PROVIDE THE VERTICAL HEIGHT NECESSARY FOR DEEP SEAL CONDENSATE DRAINS PROVIDE EQUIPMENT SUPPORTS AS REQUIRED TO RAISE THE EQUIPMENT TO A SUITABLE HEIGHT ABOVE THE DRAIN.

14. REFER TO FLOOR PLANS FOR FLOOR DRAIN TYPES. REFER TO SPECIFICATIONS FOR CLEANOUTS AND

DEFINITION OF FLOOR DRAIN TYPES.

P&ID PIPING AND INSTRUMENTATION DIAGRAM

VTA VENT TO ATMOSPHERE

HOA HAND-OFF-AUTOMATIC

FHO FIRE HOSE OUTLET

PSV PRESSURE SAFETY VALVE

PRV PRESSURE RELIEF VALVE; PRESSURE REDUCING VALVE

CN COPPER NICKEL

SOD SHIPS OILY DISCHARGE

ARCH ARCHITECTURAL

ETP ELECTRONIC TRAP PRIMER

RPBP REDUCED PRESSURE BACKFLOW PREVENTER

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

<<PM/DM>>

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

D E P A R T M E N T

O F

T H E

N A V Y

N A V F A C

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N A V A L

F A C

IL

IT

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G T O N

N A V A L

B A S E

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S A P B A N G O R

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1 2 3 4 5

A

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D

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D

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A P P R

FIRE PROTECTION

D. MAU

D. GIBSON/ T. BOLING

B. GALLOWAY

B. NIXON

:3 :5

A M

C U s e rs tb ry a n t\ D o c u m e n ts P P

IE

R W H m ro g a ls k i.

rv t

F Y

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P -8

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A W

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C L A

S S

S E

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P

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BI

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P

IP

IN

G

AB

BR

EV

IA

TI

O N S

G

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A L N O

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C O M M A N D

CHPSAG BJH

P-002

1554182

12-07-2017

383 559

16040595

2019 REBID

K. PAULSON

A M

EN

D M

EN

T

N R

6"SS

6"IW

3"CA

6"W

(2)4"SS

HOSE CONN.

(2)4"IW

HOSE CONN.

1"HPA

3"BA

8"FM

(2)1"HPA

HOSE CONN.

(2)1"BA

HOSE CONN.

(2)1"CA

HOSE CONN.

(2)1-1/2"W

HOSE CONN.

A1

P-302

44 45

AA

2-1/2"FM

HOSE CONN.

5"FM STORZ

CONNECTION

WITH CAP

6" ISOLATION

VALVE

K

2"PW

BLEEDER VALVES

1" FREEZE

PROTECTION

BLEED VALVE

A3

P-503

2"PW

3/4"PW

HOSE CONN.

PIPE RISER GUARD,

SEE STRUCTURAL DWGS

IW METER

A1

P-505

FOR ISOMETIC

VIEW, SEE

PSA-81

PSA-72

PSA-52

PSA-33

PSA-23

PSA-43

PSA-12

PSA-02

3/4"DN

3DI SS SS DI

A3

P-502

C2

P-301

B1

P-302

C1

P-503

C3

P-503

6"SS

6"IW

1"HPA

3"BA

8"FM

6"W

4"SS HOSE

CONN.

(2)1"HPA

HOSE CONN.

(2)1"BA

HOSE CONN.

(2)1"CA

HOSE CONN.

(2)1-1/2"W

HOSE CONN.

53 54

AA

4"IW HOSE

CONN.

2-1/2"FM

CONN.

5"FM STORZ

CONNECTION

WITH CAP

6" ISOLATION

VALVE

CO

K

BLEEDER VALVE

1" FREEZE

PROTECTION

BLEED VALVE

SP-4

6"FM

TRENCH SUMP PUMP

SEE C4

P-507 3/4"PW

HOSE CONN.2"PW

IW METER

A4

P-505

FOR ISOMETRIC

VIEW, SEE

2" IW

PSA-43

PSA-23

PSA-33

PSA-52

PSA-81

PSA-02

PSA-12

PSA-71

PROVIDE LEAK

DETECTION

SENSOR IN

TRENCH SUMP

3/4" DN

SS DI

DI SS

D I

S S

(2)1"CA HOSE

CONN.

1"CA

8"FM 6"W

3"CA

(3"BA BELOW)

6" ISOLATION

VALVE

1" FREEZE

PROTECTION

BLEED VALVE

2-1/2"FW HOSE CONN.

6"FM

5"FM STORZ CONNECTION

WITH CAP

3/4"FM, TERMINATE

BELOW GRATING

FOR ISOMETRIC

VIEW, SEE B2

P-506

PSA-23

PSA-33

PSA-43

(PSA-52 BELOW)

3/4" DN

8"FM

2-1/2"FM

HOSE CONN.

(2)1"CA

HOSE CONN

6"FM

5"FM STORZ

CONNECTION WITH

CAP

6"W

3"CA

(3"BA BELOW)

39 40

EE

1"CA

6" ISOLATION VALVE

1" FREEZE

PROTECTION

BLEED VALVE

3/4"FM, TERMINATE

BELOW GRATING

B1

P-506

FOR ISOMETRIC

VIEW, SEE

PSA-23

PSA-33

PSA-43 (PSA-52 BELOW)

3/4"DN

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

<<PM/DM>>

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

D E P A R T M E N T

O F

T H E

N A V Y

N A V F A C

N W

N A V A L

F A C

IL

IT

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V E R D A L E W A S H

IN

G T O N

N A V A L

B A S E

K

IT

S A P B A N G O R

S

IL

V E R D A L E W A S H

IN

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

TE

A P P R

FIRE PROTECTION

D. MAU

D. GIBSON/ T. BOLING

B. GALLOWAY

B. NIXON

:0 :3

P M

C U s e rs tb ry a n t\ D o c u m e n ts P P

IE

R W H m ro g a ls k i.

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C O

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O L F

C L A

S S

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P

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EN

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RG

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PL

A N

PI

ER

PL

U M B

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PI

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C O M M A N D

CHPSAG BJH

P-407

1554182

12-07-2017

410 559

16040622

2019 REBID

K. PAULSON

SCALE: 1/4" = 1'-0" P-103

PIER UTILITY STATION - WEST END GRID 45

C1

SCALE: 1/4" = 1'-0" P-103

PIER UTILITY STATION - WEST END GRID 53

C3

SCALE: 1/4" = 1'-0" P-103

PIER UTILITY STATION - EAST END GRID 53

A3

GENERAL NOTES

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

SEE DWGS P-001, P-002, AND P-003.

FOR TYPICAL PIPE PENETRATION DETAIL, SEE

PROVIDE PW WITH STAINLESS STEEL PIPE SUPPORTS

WITH ADJUSTABLE PIPE SADDLES WITH A 2" DIA. PIPE

STAND AND PLATE. ANCHOR BASE BOLTED TO THE

DECK PER STRUCTURAL.

1.

2.

3.

SCALE: 1/4" = 1'-0" P-102

PIER UTILITY STATION - EAST END GRID 39

A1

SCALE:

4' 4'

1/4" = 1'-0"

8'8'

PLAN NOTES

3/4"D THRU PILE CAP. OPENING 1/2" LARGER

THAN PIPE. CAULK ANNULAR SPACE WATERTIGHT.

FOR TYPICAL SS/IW PIPE RISER PENETRATION THRU

TRENCH LID, SEE

ISOLATION VALVE WITH A KEY OPERATOR SUITABLE FOR

OPENING AND CLOSING THE VALVE WITH A HANDHELD

TOOL. COORDINATE LOCATION AND SIZE OF ACCESS

HOLE FOR EACH VALVE WITH STRUCTURAL,

SEE (TYP).

A1

P-507

A3

P-507

A4

P-508

A M

EN

D M

EN

T

N R

3"SW UP

2"V UP

1"HPA UP

3"FO

1"HPA

1 1/4"W

6"SS

CLEANOUT

10"W

2"SW UP

3"SW UP

TO FD-A

3"V UP

TERMINATE 2"IW AND

6"IW INTO INDUSTRIAL

WASTE SUMP

TERMINATE 6"SW

AND 6"SS INTO

SANITARY SUMP

SANITARY

WASTE SUMP

6"SW UP TO

STANDPIPE

6"W

2"IW

6"IW

2"SW UP

4"SW UP

1 1/4"W

UP TO RPBA,

SEE P-403

4"SW UP

TO FCO

INDUSTRIAL

WASTE SUMP

6"SW

4"W

2"V UP

ACCESS HATCHES, TYP

(E)SS

(E)IW

1"HPA

SEISMIC JOINT

3"FO UP TO

1-1/2"FO HOSE

CONNECTION

6"SS

6"IW

6"W

A3

P-410

8"FM

2"FM UP 2"FM

3"SW UP

PSA-03

PSA-14

PSA-13

PSA-71EJ-8

EXIST (2)

2-1/2" FHO

POC

4"FM

POC

FLEXIBLE DOUBLE

CONTAINMENT

HOSE

TRANSITION FROM

PIPE TO HOSE

POC

KEY PLAN

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

<<PM/DM>>

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

D E P A R T M E N T

O F

T H E

N A V Y

N A V F A C

N W

N A V A L

F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A N D

S

IL

V E R D A L E W A S H

IN

G T O N

N A V A L

B A S E

K

IT

S A P B A N G O R

S

IL

V E R D A L E W A S H

IN

G T O N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

S

YM

D

ES

C R

IP

TI

O N

D A

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A P P R

FIRE PROTECTION

D. MAU

D. GIBSON/ T. BOLING

B. GALLOWAY

B. NIXON

:0 :4

P M

C U s e rs tb ry a n t\ D o c u m e n ts P P

IE

R W H m ro g a ls k i.

rv t

F Y

M

C O

N P

R O

J E

C T

P -8

S E

A W

O L F

C L A

S S

S E

R V

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P

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B U N D

ER

S

LA

B

PL

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CHPSAG BJH

P-409

1554182

12-07-2017

412 559

16040624

2019 REBID

K. PAULSON

N

TRUE

NORTH

SCALE: 1/4" = 1'-0" P-104

B7042 UNDERSLAB PLUMBING - PLAN

B2

FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS

SEE DRAWING P-001, P-002 AND P-003

FOR TYPICAL PIPE PENETRATION DETAIL, SEE

GENERAL NOTES

PLAN NOTES

FOR PLUMBING RISER DIAGRAM, SEE DRAWING P-609.

SEISMIC BELLOWS EXPANSION JOINT, SEE (TYP)

PROVIDE SEISMIC FLEXIBLE HOSE CONNECTION 20"

LONG MINIMUM FOR 1 1/4"W AND 1"HPA AT SEISMIC

JOINT. 1-1/4"W IS ROUTED BELOW 4"FM.

SCALE:

4' 4'

1/4" = 1'-0"

8'8'

1.

2.

A1

P-507

C3

P-504

A M

EN

D M

EN

T

N R

3"BA

8"FM

6"W

3"CA

EEEEEE

3"FD-A

W/ ETP

2"V

3"W

3"CA

6"W

8"FM

3"BA

6"W

2"IW (4" CONTAINMENT PIPE)

8"FM

3"CA

3"BA

323232

DP CP

PRESSURE

RELIEF VALVE

3/4"PW

HOSE CONN.

2"PW

8"FM

6"W

3"CA

HIGH POINT

VENT

TO ROAD

TO WATER

PIPE SUPPORT

2' - 0"

TOP OF DECK

DIRTY TRENCHCLEAN TRENCH

3"CA

A

29.1

BB.8

AA.9

CC

NOTE:

1. FOR 1"HPA, PROVIDE HIGH PRESSURE STAINLESS STEEL

BRAIDED HOSE. INSTALL LAYING ON BOTTOM OF TRENCH

UNDER ADJACENT SYSTEMS WITH A 18" DIAMETER LOOP.

2. FOR 2"PW, PROVIDE 316L SS BRAIDED HOSE WITH PTFE LINER.

INSTALL LAYING ABOVE ADJACENT SYSTEMS WITH 42" DIAMETER LOOP.

SEE DETAIL A4 ON DWG P-509.

STAINLESS

STEEL U-BOLT

AAAA

K

AA

1' - 6"

1' - 6"

A2

P-501

3"BA

3"CA

2"PW

1' - 6"

5' - 2 1/4"

1' - 6"

3"CA

(3"BA SIM)

3"PW

5' - 0"

2' - 2"

8"FM

6"W

3"CA

(3"BA

BELOW)

3' - 8"

2' - 8"

6" DIA HOLE

OPENINGS

EXIST TRENCH LIDPIPE RISER CLAMP

1"PW

MECHANICALLY ADJUSTABLE

SEGMENTED ELASTOMERIC

SEAL (TYP)

INSULATION WITH

SS JACKETFLANGE

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

<<PM/DM>>

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

D E P A R T M E N T

O F

T H E

N A V Y

N A V F A C

N W

N A V A L

F A C

IL

IT

IE

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IN

E E R

IN

G

C O M M A N D

S

IL

V E R D A L E W A S H

IN

G T O N

N A V A L

B A S E

K

IT

S A P B A N G O R

S

IL

V E R D A L E W A S H

IN

G T O N

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B

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D

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A P P R

FIRE PROTECTION

D. MAU

D. GIBSON/ T. BOLING

B. GALLOWAY

B. NIXON

:0 :5

P M

C U s e rs tb ry a n t\ D o c u m e n ts P P

IE

R W H m ro g a ls k i.

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O L F

C L A

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S E

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PI

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ET

AI

LS

AN

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EC

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CHPSAG BJH

P-501

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414 559

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2019 REBID

K. PAULSON

SCALE: 1/4" = 1'-0" P-102

PLUMBING/PIPING SECTION - SERVICE PIER GRID 36

C1

SCALE: 1/4" = 1'-0" P-103

PLUMBING/PIPING SECTION - SERVICE PIER GRID DD

C2

SCALE: 1/4" = 1'-0" P-401

PLUMBING/PIPING SECTION - SERVICE PIER GRID EE

C4

SCALE:

4' 4'

1/4" = 1'-0"

8'8'

1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE

DRAWING P-001, P-002 AND P-003.

2. PROVIDE PW WITHSTAINLESS STEEL PIPE SUPPORTS

WITH ADJUSTABLE PIPE SADDLES WITH A 2" DIA.

PIPE STAND AND PLATE. ANCHOR BASE BOLTED TO

THE DECK PER STRUCTURAL.

GENERAL NOTES

SCALE: 3/8" = 1'-0" P-402

PLUMBING/PIPING SECTION - TRAILER PW HOSE

CONNECTION

B1

SCALE: 1/4" = 1'-0" P-401

FLEXIBLE HOSE EXPANSION LOOPS - HPA, PW

B4

SCALE: 1/4" = 1'-0" P-103

THERMAL EXPANSION LOOPS - BA, CA, PW

A1

SCALE: 1/4" = 1'-0" P-501

THERMAL EXPANSION LOOPS -BA, CA, PW

A2

P-102, P-103SCALE: NONE

THERMAL EXPANSION LOOP - BA, CA, FM

B2

VERIFY HOSE LOOP COMPLIES WITH

MANUFACTURER'S RECOMMENDED MINIMUM BEND

RADIUS.

PLACE PW FLEXIBLE HOSE ABOVE (NOT UNDER)

ADJACENT SYSTEMS.

FOR PW PIPE PENETRATION TRU EXISTING TRENCH

LID, SEE

PLAN NOTES

SCALE: NONE

PW PIPE PENETRATION DETAIL

A4

A4

P-501

P-506

SCALE:

2' 2' 4'

3/8" = 1'-0"

8'

A M

EN

D M

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