1605706_Dwgs_10of13.pdf

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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1605706

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DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

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PIPE AND FITTING SYMBOLS

FLEXIBLE COUPLING

ELBOW UP

TEE UP

LATERAL UP

ELBOW DOWN

TEE DOWN

METAL BELLOWS EXP JOINT

ELASTOMER BELLOWS EXP JOINT

EXISTING PIPE

NEW PIPE

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

BELL & SPIGOT JOINT (LEADED)

HUB & SPIGOT JOINT

(RUBBER GASKET)

BALL JOINT

EXISTING PIPE TO BE ABANDONED

GROOVED END ADAPTER FLANGE

EXISTING PIPE TO BE REMOVED

FLANGED COUPLING ADAPTER

ADAPTER SIDE

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

UNION

REDUCING BUSHING

CAP

ANCHOR

ELBOW, 90 DEGREE

CROSS

TEE

ELBOW, 45 DEGREE

LATERAL

NOTES:

VALVE SYMBOLS

GATE

BUTTERFLY

GLOBE

BALL

ECCENTRIC PLUG

PLUG OR COCK

NEEDLE

DIAPHRAGM

PINCH

SWING CHECK

BALL CHECK

X = NO. IN SPECS

SAMPLE

MUD

PRESSURE RELIEF

AIR AND/OR VACUUM RELEASE

HOSE VALVE (HV- X) OR (V-X)

KNIFE GATE

SEATING PORT

REGULATED SIDE

INDICATED FLOW PATTERN.

ARROWS INDICATE FLOW PATTERN.

SEATING PORTS ARE IMPLIED BY

REGULATED SIDE

MULTI-PORT VALVE,

DOUBLE LINESINGLE LINE

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE

TELESCOPING SCUM VALVE

PRESSURE CONTROL (INTERNAL PILOT)

PRESSURE CONTROL (EXTERNAL PILOT)

PROPRIETARY RESTRAINED JOINT

MECHANICAL JOINT &

K

VALVE TYPE, SEE

SPECIFICATIONS

VALVE DESIGNATIONS

MANUAL VALVES AND CHECK VALVES

CONTROL VALVES

M

20FV

SELF-CONTAINED REGULATING VALVES

UNIQUE TAG NUMBER

VALVE FUNCTION

UNIT PROCESS

SEE I&C LEGENDS FOR FURTHER DEFINITIONS AND ACTUATOR TYPES.

SCHEDULE IN THE SPECIFICATIONS

CONTAINED REGULATION VALVE

UNIQUE TAG NUMBER. SEE SELF-

LEGENDS FOR FURTHER DEFINITIONS

VALVE TYPE AND FUNCTON. SEE I&C

M

H

E/H

S

ACTUATOR SYMBOLS

ELECTRIC MOTOR

PNEUMATIC CYLINDER

PNEUMATIC DIAPHRAGM HYDRAULIC

MANUAL

SOLENOID

ELECTRO HYDRAULIC

SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN

OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE

THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.

LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.

LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY

APPROXIMATE. CONTRACTOR SHALL DESIGN SUPPORTS AS SPECIFIED.

ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER

PIPING PASSES FROM A STRUCTURE TO BACKFILL.

SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.

SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED

THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING

COMPONENTS ARE NECESSARILY USED IN THE PROJECT.

ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR

NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE

ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND

MECHANICAL EQUIPMENT.

WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE, UNLESS

OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD

FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER.

2.

9.

8.

7.

6.

5.

4.

3.

1.

MECHANICAL LEGEND AND NOTES

ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH

GENERIC PIPING NOTES

THRUST PROTECTION AS SPECIFIED, UNLESS OTHERWISE NOTED. THRUST PROTECTION

SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AS SPECIFIED,

UNLESS OTHERWISE NOTED.

PIPING DESIGNATION

16" TWE

EXAMPLE:

16" TWE

PIPE DIAMETER

FOR PIPE SCHEDULE

SERVICE, SEE SPECIFICATIONS

IS NOTED AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED.

EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND 4.

GENERIC ONLY. REFER TO PIPING

PIPE AND FITTINGS. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE

TO PIPING SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE

SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER 3.

THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.

FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON

ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE 2.

PROJECT.

OF THE VARIOUS PIPING COMPONENTS ARE NECESSARILY USED IN THE

FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL

SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE 1.

NOTE:

20PRV8011

V406

PROCESS OR FACILITY NUMBER.

4"

DEFINED BY PIPE SIZE

SIZE INDICATED UNLESS

10.ALL COATING OF ABOVE GROUND PIPES, SHALL BE COATED PER PIPE SCHEDULE.

0000-D-001

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059 134

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12795350

No.

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FO ETATS

36"HX30"WX12"D

STATION VFD, TYP 2

FILTER PUMP

48"W x 36"H x 16"D

STATION PLC

FILTER PUMP

ACP04-FLTR-PS

AFD-5-1-1

AFD-5-1-2

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

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IF

IE

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1100 N GLEBE ROAD,

APRIL 2020

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NTS

NTS

SHEET KEYNOTES

GENERAL NOTES

NTS

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SECTION

RAPID SAND FILTER BUILDING 573 PLAN

PI

5-3-1

2'-8"

PI

5-3-2

PI

5-3-1

5'-10"

48"WX48"HX12"D

CONTROL PANEL

RAPID FILTER

2'-3"

NTS

SECTION

48"W X 48"H X 12"D

CONTROL PANEL

RAPID FILTER

P R

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EXCEPT AS NOTED.

ALL WORK DEPICTED ON THIS SHEET IS INCLUDED IN THE BASE BID, 4.

PROTECT DURING DEMOLITION AND CONSTRUCTION.

REUSED FOR UPGRADED PUMP STATION CONTROLS AND HMI.

EXISTING FILTER PUMP STATION CONTROL PANEL CABINET TO BE 3.

EXISTING FACILITIES PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PROVIDED FOR 2.

EXISTING COMPONENTS PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL FIELD VERIFY PIPE AND SLAB ELEVATIONS FOR 1.

060 134 A2

A2

A4

A4

C1

0900-D-805

12795351

6" FI

TYP

SPOOL PIECE

VICTAULIC

FLANGED X

6" V500.4.

PROVIDE TRANSITION COUPLER TO PROPOSED FLANGED PIPING.

EXISTING PIPING JOINTS ARE GROOVED SHOULDERED (VICTAULIC). 3.

6” V632.2.

6" FCA, TYP. MAKE CONNECTION APPROX. 1'-0" AFF1.

No.

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APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

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UNCLASSIFIED

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APRIL 2020

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AS NOTED

C H

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PUMP-12-1-1

PUMP-12-1-2

PUMP-12-1-3

PUMP-12-1-4

1" PCL

T-12-2

PLAN

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

WE

12-2

1" NAOH

TANK

STORAGE

PACL

PUMP SKID 1

PACL FEED

PUMP SKID 2

PACL FEED

WE

13-2

T-13-2

WIT

13-2

EQUIPMENT PAD

2" V

1" NAOH

WIT

12-2 P L

A N

0600-D-301

PUMP-13-1-1

PUMP-13-1-2

STORAGE TANK

SODIUM HYDROXIDE

FEED PUMP SKID

SODIUM HYDROXIDE

0600-D-301

061 134

A2

C2

12795352

SPACE RESERVED

FOR FUTURE CHEMICAL

SYSTEM

4'0 2' 8'

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

TYP

SUPPORT

PIPE

EQUIPMENT PAD

2" V1" PACL

TUBING

1/2" PACL

SHEET KEYNOTES

TUBING

1/2" NAOH

1"-V903

CHEMICAL DRUM STORAGE AREA.3.

TERMINATE AND CAP 6" ABOVE FF.

PROVIDE (3) 2" PVC SPARES WITH PULL STRING. 2.

SPECIFICATION SECTION 40 05 13.

TUBING TO BE ENCASED IN 1" PVC PIPE. REFER TO 1.

No.

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SCALE:

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SHEET

NAVFAC DRAWING NO.

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APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

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SECTION

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

AS NOTED

C H

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A L B

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IN

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WE

12-2

WE

13-2

T-13-2

WIT

13-2

WIT

12-2

TANK

STORAGE

PACL

T-12-2

2" V

PUMP-12-1-3

PUMP-12-1-4

PUMP-12-1-1

PUMP-12-1-2

PUMP SKID 1

PACL FEED

PUMP SKID 2

PACL FEED

A2

SECTION

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

EQUIPMENT PAD

STORAGE TANK

SODIUM HYDROXIDE

PUMP-13-1-1

PUMP-13-1-2

EQUIPMENT PAD 1" NAOH

S E

C T

IO

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2" V

0600-D-101

0600-D-101

062 134

12795353

1" NAOH

0 2 4 6

1/2"=1'-0"

0 2 4 6

1/2"=1'-0"

1" NAOH

1"-V903

1" PACL

1" PACL

FEED PUMP SKID

SODIUM HYDROXIDE

1" NAOH

1" PACL

No.

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SCALE:

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APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

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C L

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UNCLASSIFIED

ARLINGTON,VA 22201

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1100 N GLEBE ROAD,

APRIL 2020

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A2

SECTION

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

AS NOTED

P L

A N A

N D S

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T

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B L

O W

E R

S P

A D

B5

SECTION

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

3'-0"

TYP

5'-0"

2'-6"

BLR-11-1-1 BLR-11-1-2 BLR-11-2-1 PMP-11-3-1

TYP

2'-0"

2"-V510

PAD

EQUIPMENT

CONCRETE

TYP

2" PA

2" PA

TYP

PIPE SUPPORT

35'-0"

2"-V510

TYP

2" PA

" 2"-V510, TYP

2" BELLOW, TYP

2" PA

TYP

PANEL

CONTROL

CONTROL PANEL

EQUIPMENT PAD

CONCRETE

TYP

2" PA2"-V510BLR-11-1-1 PIPE SUPPORT

0100-DP101

SEE YARD PIPING PLAN

FOR CONTINUATION

063 134

B5

A2

PROCESS BLOWER AREA

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

12795354

A1

0900-DI802

4'0 2' 8'

3/8"=1'-0"

0 2 4 6

1/2"=1'-0"

A4

900-D-800

TYP

PIPE SUPPORT

No.

24GE05514700

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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C

IL

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IN

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

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O C

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A L

AS NOTED

P L

A N

S B

R

LOWER PLAN

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

UPPER PLAN

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

SBR 1

SBR 2

ZONE

EQUALIZATION

INFLUENT

ZONE

EQUALIZATION

EFFLUENT

4" PA

DIFFUSER

COARSE BUBBLE

WALKWAY

24" WIDE

8" SE

M M

M

ZONE

EQUALIZATION

INFLUENT

ZONE

EQUALIZATION

EFFLUENT

FCV 5-4

2" PA

2" PA

2" PA

064 134

SHEET KEYNOTES

1" WAS

DIGESTER

1" WAS

8" SE

N N

FE

5-3

8"-V500

SBR 2 SBR 1

PLATFORM

ELEVATED

DWG 0650-S-101

STRUCTURAL

SEE

LSH

4-2

LSL

4-2

LE

4-2

LIT

4-2

-D -3

0650-D-301

-D -3

1 0100-DP101

SEE DRAWING

FOR CONTINUATION

8" SE

TYP 3

DECANTER,

FLOATING

0650-D-301

-D -3

-D -3

6" RS

10" OF

8" SE

P-610P-620

PUMP

WAS

EQ PUMP

SBR INFLUENT

AIT

4-5

A1

A1

A

A

A

A

TYP 2

WAS PUMP

DN TO

1" WAS

GENERAL SHEET NOTES

YARD PIPING.

SEE DWG 0100-DP101 FOR CONTINUATION OF ALL 3.

AND SUBMIT ACCORDINGLY.

SUPPORT AND ROUTING DELINEATION OF WORK

SHALL DETERMINE AND COORDINATE PIPE

CONTRACTOR AND PACKAGE MANUFACTURER 2.

SO ACCESSIBLE FROM WALKWAY BRIDGE.

LOCATE EQUIPMENT, VALVES, AND INSTRUMENTS 1.

REQUIREMENTS OF PACKAGE SBR SYSTEM.

EQUIPMENT, BIOCHEMICAL FOR FULL

PACKAGED WASTEWATER TREATMENT

REFER TO SPECIFICATION SECTION 46 07 53.16 6.

SBR TANK.

RESPONSIBLE FOR ALL PIPE DESIGN INTERNAL TO

SBR PACKAGE MANUFACTURER SHALL BE 5.

SEE P&ID FOR FULL PIPING REQUIREMENTS.4.

A1

0900-D-800

(TYP)

pH

0100- DP101

SEE DRAWING

FOR CONTINUATION

6" PD

0650-S-101

SEE STRUCTURAL DWG

BRIDGE

36" WIDE

PUMP

WAS

SLUDGE PUMP

DIGESTED

2" DS

0100- DP101

SEE DRAWING

FOR CONTINUATION

6" RS-FM

4"-V405

0100- DP101

SEE DRAWING

FOR CONTINUATION

10" OF

4" DR

12795355

8"-V511

BELLOW

8" ELASTOMER

BELLOW

10" ELASTOMER

4" PA

P-4-9-1 P-4-9-2

0 4 8 12

1/4"=1'-0"

0 4 8 12

1/4"=1'-0"

8" SE

2" DS

0100- DP101

SEE DRAWING

FOR CONTINUATION

(1) 2" SPARE

(1) 2" NAOH

(2) 2" PACL

4" INFLUENT

TYP 2

EQ PUMP

TO INFULENT

4" RS DN

4"-PLUG VALVE

4" RS

EQ PUMP

SBR INFLUENT

4" RS

MANIFOLD

DISTRIBUTION

4" INFLUENT

MANIFOLD

DISTRIBUTION

4" INFLUENT

4" RS

PMP-4-1-1

PMP-4-1-2

DIFFUSER

COARSE BUBBLE

4" RS

CL 3'-0" ABOVE FIN. GRADE. PROVIDE DUST CAP.

EMERGENCY PUMP OUT HOSE CONNECTION. SET 3.

MANIFOLD FOR SBR 1 AND SBR 2.

ROUTE RAW SEWAGE TO INFLUENT DISTRIBUTION 2.

ZONE DIFFUSERS.

ROUTE PLANT AIR TO EQUALIZATION AND SLUDGE 1.

SEE DWG 0100-DP101

FOR CONTINUATION

4" DS

4" QUICK CONNECT

4"-V405

No.

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N T P

L A

P

A

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B

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N T S

N A

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E

P A

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M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

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IN

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

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1100 N GLEBE ROAD,

APRIL 2020

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AS NOTED

SHEET KEYNOTES

A1

SECTION

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

A2

SECTION

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

A4

SECTION

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

0560-D-101 0560-D-101 0560-D-101

FE

4-3

FCV-5-4

C2

0900-D-800

DIFFUSER

BUBBLE

COARSE

TYP

PIPE SUPPORT,

DIFFUSER

BUBBLE

COARSE

EL 94.33EL 94.33EL 94.33

FROM TANK F.F.

MAX WSEL +18.5'

BELL MOUTH

10' OF W/

EL 114.83

CL EL 115.46

8" RS

REDUCER

8"X6"

IE 89.33

6" RS

A1

0900-D-800

A1

0900-D-800

3'-6"2'-0"

TYP

IE 91.39

10" SE

8" V514

ELBOW

REDUCING

10"X8"

P R

O C

E S

S M

E C

H A

N

IC

A L

S B

R

S E

C T

IO

N S

4" DR 10"X4" TEE

IE 90.18±

10" OF

4"-V405

12795356

10' OF

BELLOW

8" ELASTOMER

BELLOW

10" ELASTOMER BELLOW

8" ELASTOMER

8" V511

4'0 2' 8'

3/8"=1'-0"

4'0 2' 8'

3/8"=1'-0"

4'0 2' 8'

3/8"=1'-0"

8" SE

SBR TANK WALL

MIN AIR GAP 8"

TYP

PIPE SUPPORT,

SBR TANK WALL

SBR TANK WALL

FLEXIBLE EXPANSION JOINT. DETAIL B1/0900-D-807.3.

HEAT TRACE AND INSULATE.2.

OVERFLOW RISER AND SUPPORTS.

SBR MANUFACTURER MUST DESIGN AND PROVIDE 1.

No.

24GE05514700

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IN

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N A

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A P

O

A T

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C O

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C K

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W

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E

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

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N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

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PSMM NP

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0750-D-101

O C

E S

S M

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H A

N

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A L

N

A2

SECTION

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

AS NOTED

FILTER PUMP STATION PLAN

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

B A

S E B

ID

F

IL

T E

R P

U M

P S

T A

T

IO

N

P-5-1-2

LIT

5-2

FILTER PUMP 2

FILTER PUMP 1

P-5-1-1

1'-0" MIN

LIT

5-2

EL 99.44 ±

OF EL 97.1 ±

TYP

FILTER PUMP

P-5-1-2

EL 90.27 +/-

GROUT FILL

EXISTING

EL 97.87 ±

EXISTING GRADE

S E

C T

IO

N S

066 134

A2

IE 91.77 +/-

EXISTING 6" FI IE 91.05

10" SE

DRAWING 0100-DP101

FOR CONTINUATION SEE

10" SE FROM SBR

DRAWING 0100-DP101

FOR CONTINUATION SEE

10" OF TO MH-4

10" OF

IE 91.66 ±

8' I.D. WET WELL

CLARIFIER

10" SE FROM SECONDARY

ABANDONED EXISTING

SEE DRAWING 0100-DP101

FOR CONTINUATION

TO BLDG 573 FILTER SYSTEM

GENERAL NOTES

IN THE BASE BID, EXCEPT AS NOTED.

ALL WORK DEPICTED ON THIS SHEET IS INCLUDED 3.

BEGINNING WORK.

PROVIDED FOR EXISTING FACILITIES PRIOR TO

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS 2.

TO BEGINNING WORK.

ELEVATIONS FOR EXISTING COMPONENTS PRIOR

CONTRACTOR SHALL FIELD VERIFY PIPE AND SLAB 1.

12795357

0 2 4 6

1/2"=1'-0"

SHEET KEYNOTES

BID.

NEW 10" SE FROM SBR IS INCLUDED IN THE BASE 8.

10" BELL MOUTH FLARE.7.

NOT USED.6.

NOT USED.5.

AND A4/0900-D-802 (SIM).

MODULAR MECHANICAL SEAL. DETAIL A1/0900-D-802

INSTRUCTIONS AS REQUIRED TO ACCOMODATE

WETWELL. SIZE HOLES PER MANUFACTURER'S

CORE DRILL EXISTING PUMP STATION CONCRETE 4.

CORE DRILL TOP OF SLAB.3.

C4/0900-D-800.

PIPE SUPPORT BRACKET, SEE DETAIL 2.

NOT USED.1.

No.

24GE05514700

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B

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A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

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A N

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DES DRW

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

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2-1/2"

3"

4"

6"

8"

10"

12"

14"

16"

20"

24"

2-1/2"

2-1/2"

3"

4"

4"

3"

3"

3"

3"

6"

6"

"A"

PIPE MINIMUM

STANDARD WALL

BY CALCULATIONS,

SIZE AS REQUIRED

2-1/2"

3"

4"

6"

8"

10"

12"

14"

16"

20"

24"

2-1/2"

2-1/2"

3"

3"

3"

3"

3"

3"

3"

4"

4"

"A"

PIPE FLANGE

STANDARD

U-BOLT

PRE-ENGINEERED

2 1/2" THRU 24" PIPE

GROUT

NON-SHRINK

MINIMUM 1 1/2"

PIPE MINIMUM

STANDARD WALL

BY CALCULATIONS,

SIZE AS REQUIRED

PIPE SUPPORT

PRE-ENGINEERED

A1

NTS

A2

NTS

PLAN OR

VERTICAL PIPE

ELEVATION

R E

Q D

A S

OFFSET PIPE CLAMP

PRE-ENGINEERED

C4

NTS

C1

NTS

PIPE SUPPORT - WALL MOUNTEDPIPE SUPPORT

1'-0"

DIMENSION, 12" SQ MIN

3" GREATER THAN BASE

MIN 4 - #5

TOP OF SLAB UPPER 5"

WITH 2 ADDITIONAL IN

#3 CLOSED TIES @ 1'-0" OC

MIN 1 1/2" NON-SHRINK GROUT

REQUIRED BY CALCULATIONS

ANCHORS, 4 MIN, SIZE AS

ANCHOR BOLTS OR CONCRETE

OR CROSS

HORIZONTAL TEE

BASE ELBOW,

PRE-ENGINEERED

24" OR LESS

SIZES AS REQUIRED BY CALCULATIONS.

MINIMUM COMPONENT AND CONNECTION SIZES SHOWN. FURNISH LARGER

AND ANCHORAGES AS SPECIFIED.

SUBMIT FINAL DESIGN DRAWINGS AND CALCULATIONS OF SUPPORTS

2.

1.

C2

NTS

BASE BEND

TYPE - ADJUSTABLE

SADDLE SUPPORT PEDESTAL

PIPE SUPPORT

TYPE - NON-ADJUSTABLE

SADDLE SUPPORT PEDESTAL

PIPE SUPPORT

/2

/8

PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED.

MATERIAL TYPE SHALL BE AS SHOWN ON DRAWINGS OR AS SPECIFIED.

MAXIMUM PIPE SIZE: 2" DIAMETER.

ANCHORAGES AS SPECIFIED.

SUBMIT FINAL DESIGN DRAWINGS AND CALCULATIONS OF SUPPORTS AND

4.

3.

2.

1.

M

IN

M

IN

M A

X

SHRINK GROUT

1 1/2" MIN NON-

BY CALCULATIONS

SIZE AS REQUIRED

2 MIN, NUMBER AND

CONCRETE ANCHORS

PIPE SUPPORT

PRE-ENGINEERED

CHANNEL, ANGLE OR

A4

NTS

FLOOR PIPE SUPPORT

DIMENSION TABLE

SIZE

PIPE

NOTE:

DIMENSION TABLE

SIZE

PIPE

NOTE:

SECTION

REQUIRED.

OVERSIZE CLAMP WHERE

AS SPECIFIED. FABRICATE

PROTECTION BARRIER

PROVIDE PIPE

BY CALCULATIONS.

SIZE AS REQUIRED

ANCHORS,

CONCRETE OR MASONRY

8" PIPE

3/4" THRU

BOLT, TYP

MACHINE

NOTES:

WALL SIMILAR)

(MASONRY

FLOOR OR WALL

CONCRETE

3" TO 24" PIPE

CALCULATIONS

REQUIRED BY

4 MINIMUM, SIZE AS

CONCRETE ANCHORS,

MINIMUM

SCHEDULE 40 PIPE

BY CALCULATIONS,

SIZE AS REQUIRED

1/2" PLATE

MINIMUM

GROUT

NON-SHRINK

1 1/2"

NOTES:

NOTES:

NOTES:

WALLS

EXTERIOR

ALL

CONCRETE SLAB

PIPE CLAMP

PRE-ENGINEERED

PIPE SIZE

NOMINAL

MINIMUM

"A"

ANCHORAGE AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND

BY CALCULATIONS

AS REQUIRED

SIZE AND NUMBER

CONCRETE ANCHORS,

PIPE SUPPORT

PRE-ENGINEERED

PIPE SIZE

NOMINAL

MINIMUM

"A"

CALCULATION

AS REQUIRED BY

SIZE AND NUMBER

CONCRETE ANCHORS,

ANCHORAGE AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND

2.

1.

AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE

ONLY FOR VERTICAL OR FLOOR MOUNTED PIPES.

1/4

MIN

1/4

MIN

AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE

SIZES IF REQUIRED BY CALCULATIONS.

MINIMUM COMPONENT AND CONNECTION SIZES SHOWN. FURNISH LARGER

2.

1.

EMBEDMENT

MATS MIN 6"

BOTTOM REBAR

SET HOOK ON

FLANGE

STANDARD PIPE

GROUT

NON-SHRINK

MINIMUM 1 1/2"

2 1/2" THRU 24" PIPE

0650-D-301 0750-D-101

0650-D-101

0610-D-101

PSLT ALP

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067 134

A N

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E T

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12795358

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IT

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S E

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IN

E E

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IN

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M A

N D M

ID

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A N

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P U

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P A

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N

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C K

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A T

M E

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L A

P

A

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B

Y R

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L A

C E

M E

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N A

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A P

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W

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P A

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M E

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A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

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M M

A N

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DES DRW

S Y

M D

E S

C R

IP

T

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A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

2.

1.

OF SUPPORTS AND ANCHORAGES AS SPECIFIED.

SUBMIT FINAL DESIGN DRAWINGS AND CALCULATIONS

PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED.

PIPE STRAPS, TYP

PRE-ENGINEERED

PIPE BRACKETS, TYP

PRE-ENGINEERED

PIPE SUPPORT SYSTEM

PRE-ENGINEERED

BY CALCULATIONS

ANCHORS, SIZED AS REQUIRED

MASONRY OR CONCRETE

1.

A S R

E Q

U

IR

E D

VARIES

SEE NOTE 1

NOTES:

C4

NTS

A1

NTS

STACKED PIPE WALL SYSTEM

TRAPEZE PIPE HANGER

A2

NTS

CHEMICAL PIPE SUPPORT

SEE NOTE 2

FLOOR

COLUMN

WALL OR

COLUMN W/ 3/8" ANCHORS

CHANNEL TO WALL OR

ATTACH UNISTRUT

NOTES:

CLAMP P2558

UNISTRUT PIPE

CLAMP P2558

UNISTRUT PIPE

C1

NTS

PIPE SUPPORT

A4

NTS

NOTES:

VARIES

PIPE SIZE

SPECIFIED

RODS AS

HANGER

RODS, TYP

HANGER

DOUBLE NUT

AND PIPE CLAMPS

STRUT CHANNEL

AND SPACING BETWEEN PIPES.

LENGTH VARIES WITH NUMBER OF PIPES TO BE SUPPORTED,

CONCRETE WALL

MASONRY OR

CONCRETE ANCHORS

CHANNEL TO FLOOR W/ 3/8"

ATTACH UNISTRUT

3. TIGHTEN CLAMP SNUG TO PIPE.

MECHANICAL CONTRACTOR.

2. FOR PVC PIPE USE UNISTRUT P2600 UNICUSHION INSTALLED BY THE

1. FOR MATERIALS OF CONSTRUCTION SEE SPECIFICATIONS SECTION 40 05 13.

EQUAL CHANNEL

FRP UNISTRUT OR

PIPE STRAP

UNISTRUT FRP

FLOOR/WALL

CONCRETE

REQUIRED BY LOADING.

ANCHORS, SIZE AS

PROVIDE FOUR CONCRETE

SLAB ON GRADE PIPE PENETRATION

ON GRADE

FLOOR SLAB

(PJF)

JOINT FILLER

PREMOLDED

EXPANDABLE SEALANT.

FILL WITH WATERPROOF,

1"

PASSING PIPE

MASONRY WALL

CONCRETE OR

BY CALCULATIONS

SIZE AS REQUIRED

ANCHOR, TYPICAL,

CONCRETE OR MASONRY

2.

1.

UP TO 2"

PIPE SIZE

C2

NTS

PIPE SUPPORT - WALL MOUNTED MEDIUM

NOTES:

WALL BRACKET

PRE-ENGINEERED

AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE

WALL BRACKET SHALL BE MEDIUM HEAVY DUTY AS REQUIRED BY CALCULATIONS.

CLAMP P2558

UNISTRUT PIPE

O T D

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R L E

N

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W A

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R T

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A T

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N T P

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IR

B

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C E

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N T S

N A

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A P

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C O

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P A

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M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

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IN

E E

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A P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

COAT WALL PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT.1.

NOTES:

GLAND

JOINT ANCHOR

MECHANICAL

COLLAR

THRUST

10'-0" MAX

DIAMETER MIN,

2'-0" OR 2 X PIPE

THE GREATER OF

D

CENTERLINE OF WALL

PASSING PIPE

A4

NTS

A1

NTS

C4

NTS

MECHANICAL JOINT WALL PIPE FOR DIPWALL PIPE PENETRATION SEAL

COAT WALL PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT.1.

NOTES:

A2

NTS

SST W/LOCK

WASHER,TYP

TOP PLATE

CL SUPPORT

OUTSIDE

LAY UP

SIDE OF TANK

SIZE AS REQ'D

BY PIPE

NOTE: SPACING FOR MULTIPLE

SUPPORTS AS RECOMMENDED

BY TANK MANUFACTURER

3/8" TYPE 316

1 1/2" MIN

5/8" MIN FRP

CL PIPE

IN DRAWINGS

SIZES INDICATED

SUPPORT PIPES OF

TANK MANF TO

C1

NTS

FRP TANK PIPE SWAY BRACE C2

NTS

OVERHEAD PIPE HANGER

8" DIA PIPE

1/2" DIA TO

AS REQD

STIFFENER

ROD

DUCTILE IRON WALL PIPE

STEEL PIPE

STAINLESS

STAINLESS STEEL WALL PIPE

WALL PIPE

MJxFLG DI

SIDE

INTERIOR

DI PIPE

AS SPECIFIED

RESTRAINED JOINT

PLANS

SHOWN ON

OTHERWISE

9" UNLESS

BOLTS

GALV STUD

FLANGE FOR

TAPPED BELL

JOINT

INSULATED

D+4" 14" AND LARGER

D+2" THRU 12"

BOTH SIDES

AROUND

SEAL WELD

ON PLANS

SHOWN

ENDS AS

9" MINIMUM

PIPE INSTALLATION,

AS REQUIRED FOR

AS SPECIFIED

SST BOLTS AND NUTS,

SEAL ASSEMBLY WITH

MODULAR MECHANICAL

INSTALLATION, 9" MIN

AS REQD FOR PIPE

WALL PIPE

DUCTILE IRON

INSTALLATION, 9" MIN

AS REQD FOR PIPE

TYP

ON PLANS,

SHOWN

ENDS AS

NOTES:

THRUST COLLAR

2.

1.

CALCULATIONS.

LONGITUDINAL BRACE BEYOND (NOT SHOWN) AS REQUIRED BY

AND ANCHORS AS SPECIFIED.

SUBMIT FINAL DESIGN DRAWINGS AND CALCULATIONS OF SUPPORTS

1/4" MINIMUM THICKNESS

STAINLESS STEEL SEEP RING

AND LONGITUDINAL BRACES

RECEIVE TRANSVERSE

ASSEMBLY AS REQUIRED TO

AND EMBED ASSEMBLY, ADAPT

PIPE RING WITH TURNBUCKLE

PRE-ENGINEERED SPLIT

AS REQ'D FOR ROD SIZE

P7378-1 THRU P2382-3

UNISTRUT FIG

CHANNEL NUT

FRAMING

CHANNEL

UNISTRUT

CONCRETE PANEL

HOLLOW CORE

0750-D-101

PIPE SLEEVE (OMIT IF EXISTING STRUCTURE)

0750-D-101

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P A

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A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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C

IL

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A P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

TAPPING OF FITTINGS ALLOWED AT BOSS ONLY.1.

NOTED OTHERWISE

VENT PIPE UNLESS

1" GALV STEEL

UNION

NIPPLE

GALV STEEL

COUPLING

NPT x NPT

WRENCH FEATURE.

WITH HEXAGONAL

NIPPLE ADAPTER

MALE x MALE, CAST BRASS NPSM x NPT, TERMINATE 3'-0" ABOVE FLOOR

FROM VENT CONNECTION

HORIZONTAL DISTANCE

IF FURTHER THAN 20-FEET

SCUPPER IF WITHIN 20-FEET,

ROUTE TO HUB DRAIN OR

A1

NTS A2

NTS

PIPE HIGH POINT VENT

C1

NTS

PIPE OD + 2"

COAT FLOOR SLEEVE WITH SPECIFIED PAINT SYSTEM BEFORE CONCRETE PLACEMENT.1.

FLOOR SLEEVE

TOP OF FLOOR

COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT.1.

NOTES:

COLLAR

THRUST

C2

NTS

FLOOR PIPE

TYPE 1 SAMPLE TAP/

FLUSHING CONNECTION

A4

NTS

DRAINAGE DRYWELL

C4

NTS

PIPE SUPPORT

X" V306

SPECIFICATIONS SECTION 40 05 13.

NOTE: FOR MATERIALS OF CONSTRUCTION SEE

M

IN

DRAIN LINE

X" CONDENSATE

OF CONCRETE PIPE

18" DIA SECTION

WITH HANDLE

CONCRETE CAP

GRADE

FINISH

PENETRATION

SEAL AROUND PIPE

OR 1/2 "- 3/4 " GRAVEL

16" DEEP CRUSHED ROCK

NOTES:

NOTES:

SHOWN ON PLANS

4" UNLESS OTHERWISE

BE WATERTIGHT

JOINT SHALL

EXPANDABLE SEALANT.

FILL WITH WATERPROOF,

FABRICATION

GALVANIZE AFTER

PIPE SLEEVE. HOT DIP

STANDARD WEIGHT STL

PASSING PIPE

TOP OF FLOOR

6" MIN

INSTALLATION,

AS REQD FOR PIPE

6" MIN

INSTALLATION,

AS REQD FOR PIPE

FLGxPE PIPE

OTHERWISE SHOWN

WALL PIPE UNLESS

DUCTILE IRON

PIPE STRAP

BASE

FLOOR/WALL

CONCRETE

BY LOADING. (TYP)

ANCHORS, SIZE AS REQUIRED

PROVIDE FOUR CONCRETE

EQUAL CHANNEL

UNISTRUT OR

3/4" V306

TO STAINLESS STEEL PIPE

THREAD-O-LET WELDED

FOR DI PIPE OR

DOUBLE STRAP SADDLE

NIPPLE

3/4" 316 SST

STEEL PIPE

WELDED TO

THREAD-O-LET

FOR CLDI PIPE OR

SERVICE SADDLE

DOUBLE STRAP

BALL VALVE

1" V306

O T D

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P A

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A

B

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D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

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C R

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T

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A T E

A P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

M

IN

FINISHED GRADE

CAST IRON LID

GATE VALVE

C2

NTS

BURIED GATE VALVE BOXC1

NTS

BURIED BUTTERFLY VALVE BOX

1.

NOTES:

C4

NON-FREEZE POST HYDRANT

DETAIL

NTS

DETAIL

PLAN

SECTION

1 2

SHALL BE STAINLESS STEEL.

CHANNEL STIFFENER AND RISER ATTACHMENT HARDWARE

C4X5.4

UPPER SECTION

SLIDING TYPE,

CAST IRON VALVE BOX,

OVER 3'-0" BELOW GRADE

GRADE WHEN VALVE ` IS

OPERATING NUT 1'-0" BELOW

EXTENSION ROD REQD W/ 2"

LOWER SECTION

VALVE BOX

CAST IRON

INDICATED ON PLANS

AS SPECIFIED OR

VALVE SIZE AND ENDS

BACKFILL

COMPACTED

GRADE ELSEWHERE

SHOULDER, AND FLUSH WITH

GRADE IN PAVEMENT OR

AND CONC PAD 1/4 " BELOW

SET COVER OF VALVE BOX

UPPER SECTION

CAST IRON VALVE BOX,

OVER 3'-0" BELOW GRADE

GRADE WHEN VALVE ` IS

OPERATING NUT 1'-0" BELOW

EXTENSION ROD REQD W/ 2"

REQUIRED

EXTENSION, LENGTH AS

5" CAST IRON SOIL PIPE

GRADE ELSEWHERE

FLUSH WITH FINISH

ROAD SHOULDER AND

GRADE IN PAVEMENT OR

AND CONC PAD 1/4" BELOW

SET COVER OF VALVE BOX

BACKFILL

COMPACTED

6" MIN, 1'-0" MAX

SPECIFIED

VALVE ENDS AS

GEAR OPERATOR

FINISHED GRADE

RISER SAME SIZE

AS HOSE VALVE

ATTACH RISER TO

STIFFENER WITH

CONCRETE PAD REQD

IF NOT PENETRATING

SLAB

SLAB OR GRADE

VALVE BODY

2'-0"x2'-0"x8"

GALV U-BOLT, TYP

CHANNEL STIFFENER

SEE NOTE 1.

LINE

WATER SUPPLY

VALVE BODY

GRAVEL AROUND

1 1/2" TO 1"

FEET OF SELECTED

INSTALL 2 CUBIC

8"8" VARIES

(M

IN

DRAWING S-819A

SEE DETAIL A2 ON

AL CHECKERED PLATE

S-819A

SEE DETAIL A2 ON DRAWING

STEEL COVERED GRATING

PIPE (TYP)

2" CARRIER

TUBING IN

CHEMICAL

2" CARRIER PIPE

TUBING IN

CHEMICAL PIPING

CARRIER PIPE

TUBING IN 2"

PIPING

CHEMICAL

MANHOLE.

EXPOSED CHEMICAL PIPING INSIDE

4. HEAT TRACE AND INSULATE ALL

SPECIFICATION SECTION 40 05 13.

AS SPECIFIED IN PIPING SCHEDULE IN

3. PIPING AND TUBING SIZES SHALL BE

MACHINED BOLTS SHALL BE 18-8 SST.

2. ALL ANCHORS SHALL BE 316 SST. ALL

FOR PURPOSES OF CONSTRUCTION.

ARRANGEMENT. HANDHOLE SHOWN

MAY DIFFER IN ACTUAL PIPING

1. HANDHOLES SHOWN ON DRAWINGS

D-803A

ON DRAWING

SEE DETAIL C4

CORE DRILL

NOTES:

NON-PAVED LOCATIONS

TYPICAL FOR ALL

PAVED LOCATIONS

TYPICAL FOR ALL

3'-0"

#4@12" VERT x 1'-4"

#5@12" EW

PASS THROUGH

ALLOW TUBING TO

SUFFICIENT DIA TO

2" CAP WITH HOLE OF

FOR DETAILS

SEE CIVIL DWGS

PAVEMENT

ADJACENT #5 x CONT

HANDHOLE

INSIDE

TUBING

BARS OUTER LAYER

BARS CTR'D VERT.

#5@12 EW HORIZ

HOSE VALVE

1-1/2" V236

1/4

ADJUSTER

B3089 PIPE

B-LINE BASE STAND

B3088T THREADED

B-LINE FIGURE

ANCHORS

WITH 1/2" EPOXY

ATTACH TO CONC

STD PIPE FLANGE.

1/2"

/2

1/4

COMPONENT

OR PIPING SYSTEM

PROCESS PIPING

AS REQDAS REQD

A1

SCALE: NTS

TYPICAL CHEMICAL PIPING HANDHOLE

A4

SCALE: NTS

PIPE FLANGE FLOOR SUPPORT

C4

D-808

CAST IRON LID

C4

D-808

0100-DP101

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A

B

C

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

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E E

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M M

A N

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M D

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A T E

A P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

D-805

DRAWING

SEE C2 ON

D-805

SEE C2 ON DRAWING

TIE ROD NO. AND SIZE AS

REQ'D FOR TEST PRESSURE

FLANGED COUPLING

ADAPTER

THRUST TIE PLATE (TYP)

TIE ROD SCHEDULE

TEST PRESSURE 25 PSI

TIE RODS

PIPE

DIAM.

(IN.)

MINIMUM

PIPE WALL

THICKNESS

(IN.)

DIA.

(IN.)

NO.

REQ'D

50 PSI

TIE RODS

DIA.

(IN.)

NO.

REQ'D

TIE RODS

DIA.

(IN.)

NO.

REQ'D

TIE RODS

DIA.

(IN.)

NO.

REQ'D

TIE RODS

DIA.

(IN.)

NO.

REQ'D

TIE RODS

DIA.

(IN.)

NO.

REQ'D

150 PSI 225 PSI 375 PSI

3/16

3/16

3/16

3/16

3/16

3/16

1/4

1/4

1/4

1/4

5/8

5/8

5/8

5/8

5/8

5/8

5/8

5/8

5/8

5/8

5/8

3/4

3/4

3/4

5/8 2

3/4

5/8

5/8

5/8

3/4

3/4

7/8

7/8

7/8

5/8

5/8

5/8

5/8

3/4

7/8

7/8

7/8

5/8

5/8

5/8

5/8

3/4

7/8

7/8

7/8

100 PSI

5/8

3/4

7/8

7/8

1-1/2

1-1/4

1-1/4

1-1/2

NOTES:

5.

AND TEST PRESSURES SPECIFIED IN THIS CONTRACT.

CONTRACTOR SHALL USE DATA FOR ONLY THOSE PIPE SIZES

4. TIE ROD NUTS SHALL BE TIGHTENED GRADUALLY AND

EQUALLY IN STAGES TO PREVENT UNEVEN ALIGNMENT AND

TO ALLOW EQUAL STRESS ON ALL TIE RODS UNDER

PRESSURE. TIGHTEN UNTIL SNUG. THREADS SHALL PROTRUDE

FROM NUTS. PEEN THREADS AFTER TIGHTENING NUTS.

3. PLATE SHALL CONFORM TO ASTM A283 GRADE D.

2. NUTS SHALL CONFORM TO ASTM A194 GRADE 2H.

1. TIE RODS SHALL CONFORM TO ASTM A193 GRADE B7.

PIPE SIZE

6"

8"

10"

X

T @ TEST

PRESS <150 PSI 150< PRESS <375 PSI

2 3/4 "

2 3/4 "

2 3/4 "

T @ TEST

5/8 " 5/8 "

5/8 "

5/8 " 1"

3/4 "

1"

1"

1"

1"

12"

16"

18"

20"

3"

3 1/4 "

3 1/4 "

3 3/4 "

3 1/2 "

3/4 "

3/4 "

1"

1"

1" 1 1/2 "

1"22"

24"

4"

4 1/4 " 1 1/4 " 1 3/4 "

1 3/4 "

FLG BOLT

CIRCLE

FLG.DIA

X 1"

1"

PL , "T" THICKNESS

3 FLANGE HOLES (TYP)

TIE ROD

FABRICATE FROM STL.

BOLT PL. THROUGH

BOLTS

ANCHOR

IN PLACE

4- 3/4" CAST

1"

WALL OR COLUMN

PIPE ANCHOR CHAIR

WALL BRACKET

HOT DIP GALVANIZE AFTER FABRICATION.1.

2.

TYP

2 1/2" THRU 20" PIPE

4" THRU 14"

PIPE SIZE

ANCHOR, TYP

CONCRETE

LOAD REQUIREMENTS.

WALL BRACKET SHALL BE MEDIUM OR HEAVY DUTY DEPENDING ON PIPE

NOTES:

AS REQD

RIGID PIPE INSULATION

FOR LOAD & SPACING

HANGER ROD SIZED

YOKE PIPE ROLL

ADJUSTABLE STEEL

INSULATION AND PIPE SIZE

SADDLE. SIZE TO FIT

INSULATION PROTECTION

NOT SHOWN

TYPICAL REINF

PIPE SUPPORT

CONCRETE

TO PLANS

VARIES REFER

PIPING SIZE

PROCESS

FLANGE SPECS

SIZE TO MATCH PIPE

FIGURE 60S OR EQUAL

BRITT ENGINEERING

HOT DIP GALVANIZE AFTER FABRICATION.1.

2.

NOTES:

A1

S-805

MORE INFORMATION REFERENCE STANDARD DETAIL

PIPE SUPPORT BASE LOCATION AND SPECIFICATION. FOR

REFER TO STRUCTURAL PLANS CONCERNING CONCRETE

A4

SCALE: NTS

A2

SCALE: NTS

PIPE SUPPORT - WALL MOUNTED MEDIUM PIPE HANGER

C2

SCALE: NTS

THRUST TIE ROD/CONNECTION PLATE

A1

SCALE: NTS

PIPE FLANGE SUPPORT

(TYP)

0573-D-101

C1

SCALE: NTS

RESTRAINED FLANGE COUPLING ADAPTER

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SHEET

NAVFAC DRAWING NO.

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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IN

M

IN

M A

X

2'-1"

OR SHOWN

AS SPECIFIED

SEWER

1/8" R

SOLID COVER

SECTION

1"1"

/8

/2

3/4" 23"

MACHINE TO A TRUE 25"

REEL

HOSE

1 1/2"

FRONT ELEVATION SIDE ELEVATION

20" MIN

M

IN

REEL

HOSE

1 1/2"

NOTES:

(50 FT MIN)

DOWN HOSE

1 1/2" WASH-

(TYP)

SEE NOTE 2

/4

TYP

3/13" CAP PL

TYP

(1/4)

(1/4)

3/16

TYP

BASE CONNECTION

T Y

P

LEVEL FLOAT

SWITCH, TYP

SST HOSE CLAMP, TYP

SUMP

PIT

PIPE MOUNTED

WITH STAND-OFF

PIPE CLAMPS, TYP

CONTROL CABLES

UP TO REMOTE

CONTROL PANEL

PVC CONDUIT

4-1/4" SST

CONCRETE

ANCHORS, TYP

1" SST PIPE

PLASTIC CABLE TIE, TYP

BAND GRATING TO PERMIT

REMOVAL OF GRATING W/O

DISTURBING CABLES

(SEE NOTE 3)

1 1/2" GLOBE VALVE

STAND

HOSE REEL

GUARD RAIL

1 1/2" W2

1 1/2" W2

ROLLERS

A B

O V

E D

E C

K

U O

N

BASE

HOSE REEL

NOZZLE

1 1/2" HOSE

STAND

HOSE REEL

3/8" PLATE

HSS 4x4x3/16

BASE CONNECTION

HOSE REEL

6"

3/16

ANCHOR W/ 5" EMBEDMENT

5/8" DIA SST ADHESIVE

TYP

HSS 4x4x3/16

PL 3/8"x 9"x 9"

M

IN

SLAB

EDGE OF CONC

HOSE REEL STAND

WALKWAY

CONCRETE

TOP OF

AFTER FABRICATION

3. HOSE REEL STAND ASSEMBLY SHALL BE HOT-DIPPED GALVANIZED

2. GLOBE VALVE: CRANE MODEL 7TF; OR EQUAL.

1. SECURE HOSE REEL FRAME TO PLATE W/ 3/8" TYPE 304 SST FASTENERS.

ECCENTRIC CONE

PRECAST

MANHOLE BASE

GROUT

FINISH GRADE

IF SPECIFIED

MANHOLE STEPS,

SECTIONS

PRECAST MANHOLE

12" MAXIMUM

2" MINIMUM

VARIES AS REQD

GRADE RINGS

PRECAST CONC

AS SPECIFIED

"SANITARY" OR "STORM"

OPTIONAL LETTERING

A1 A2

MANHOLE FRAME AND COVER

ECCENTRIC DOGHOUSE MANHOLE

SCALE: NTS

SCALE: NTS

A4

SCALE: NTS

C2

SINGLE HOSE REEL STATIONLEVEL SWITCH SUPPORT BRACKET

NOTES:

16" RAS

5-V-101

2. LETTERING TO BE 1/4 "

DIE-STAMPED.

24"X24"X8" CONC. PAD

A4

SCALE: NTS

VALVE BOX PAD

DRAWING 0900-D-806

SEE DETAIL A2 ON

FRAME AND COVER

MANHOLE "

OPEN-CCW

51 TURNS TO

SST SCREWS

2-1 1/2 " LONG 1/4 "

ATTACH SST PLATE TO SLAB.

INSTALLED IN A CONC. SLAB.

WHEN VALVE BOX IS

1. VALVE BOX PAD NOT REQ'D

IDENTIFICATION

FLOW STREAM

SIZE OF LINE AND

TO OPEN

AND DIRECTION

NUMBER OF TURNS

BY OWNER

PROVIDED

VALVE NUMBER

CONCRETE

PLATE ANCHORED IN

3"X3"X 1/4 " TYPE 304 SST

IN PAD

4-#4 EW CENTERED

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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C1

TYPICAL ENCASEMENT DETAIL

SCALE: NTS

A

CARRIER PIPE

SEE SPECIFICATIONS

NEOPRENE END SEALS,

SEAL EACH END WITH EXCAVATED DIAMETER

CASING AS SPECIFIED

RUNNER, TYP

SHELL AND LINER

CASING SPACER

A

SCALE: NTS

SECTION

SCALE: X"=1'-0"

CASING SPACERS

STEEL CASING

ENLARGED DETAIL

AS SHOWN

ON PLANSAS SPECIFIED

CASING,

AS SPECIFIED

PIPELINE,

AS SPECIFIED

END SEAL, TYP

SPECIFIED, TYP

SPACER AS

CASING

10' MAX PER

MANUFACTURERS

RECOMMENDATION,

SEE SPECIFICATIONS

SEE ENLARGED

DETAIL

EXST GRADE

PLAN

SECTION

ISOLATION VALVE AT TANK

ISOLATION VALVE AT TANK

OF FLEX FITTING CONNECTOR

SUPPORT ON 'TANK SIDE'

CONNECTOR, NEVER PLACE

'S' - FLEXIBLE FITTING

PIPE SUPPORT ONLY AFTER

HOUSEKEEPING PAD

TANK

HOUSEKEEPING PAD

TANK

C3

FLEXIBLE CONNECTIOM TO TANK

FOR GALV STUD BOLTS

AS SPECIFIED 2'-0" MAX

A

PIPE

ENCASED

CONCRETE

TAPPED BELL FLANGE

PIPE JOINT

DI PIPE

A1

NTS

FLEXIBLE JOINT FOR PIPE ENCLOSURE

B1

NTS

PIPE FLEXIBLE EXANSION JOINT

C2/D-99-801

FLANGE, SEE

INSULATING

SEE SPECIFICATIONS

PIPE BONDING

EARTH SIDE

C4/D-99-804

PIPE, SEE

DUCTILE IRON

MINIMUM OF 6 INCHES OF EXPANSION.

FLEXIBLE EXPANSION JOINTS SHALL HAVE

FLEXIBLE EXPANSION JOINT. PIPE

FINISH FLOOR

HOSE VALVE

11/2"-V306

CONNECT FITTING

CAMLOK QUICK

1 1/2" 316 SST

A2

NTS

EXTERIOR HOSE VALVE

C3/D-99-804

FLOOR SLEEVE

SYSTEM

UNISTRUT SUPORTS

4 CONCRETE ANCHORS

BASE PLATE WITH

TAPPING OF FITTINGS ALLOWED AT BOSS ONLY.1.

NOTE:

NIPPLE

1 1/2" SST

A4

NTS

TYPE 1 FLUSHING CONNECTION

TO STEEL PIPE

THRED-O-LET WELDED

FOR DI PIPE OR

DOUBLE STRAP SADDLE

2.

WITH HEXAGONAL CENTER WRENCH NUT, BRASS CAP AND DRAIN.

PROVIDE CAST BRASS MALE NPT BY MALE NHT ADAPTER

FITTING

QUICK CONNECT

1 1/2" 316 SST

1-1/2" V306

OF FLEX FITTING CONNECTOR

SUPPORT ON 'TANK SIDE'

CONNECTOR, NEVER PLACE

'S' - FLEXIBLE FITTING

PIPE SUPPORT ONLY AFTER

PER TANK MFR'S REQUIREMENTS

FITTING CONNECTION

'S' CURVE FLEXIBLE

PER TANK MFR'S REQUIREMENTS

FITTING CONNECTION

'S' CURVE FLEXIBLE

SEE C4/S-99-803

ENCASEMENT

CONCRETE

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A

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

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UNCLASSIFIED

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APRIL 2020

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1'-0"

PLAN-POST MOUNT

O N W

A L L

2'-0" SQ

CAP

2'-0"

STANCHION

CONCRETE

SEE NOTE 4

BOLT LOCATION MTG

HOLES FOR POST

MOUNT, TYP FOR 4

2" DIA SCHED 40

PIPE, HOT DIP GALV

D

C

A B

HRADIUS

BOLT

SEE NOTE 3

POST

TOP RAIL

SEE NOTE 4

G

J E

F

MIDDLE

RAIL

LOCATION OF

MTG HOLES,

WALL MOUNT,

TYP

W/ PL

W/ PL

RACK TYPE A B C

14 12 12

9 9 18 3

24 4 10 13 2

D E G H J

DIMENSION IN INCHES

1.

TYPE WEDGE ANCHORS.

ATTACH TO VERTICAL HANDRAIL OR INDIVIDUAL POST WITH PLATES

2.

3.

4.

EACH CORNER. INSERT DOUBLE SPACER NUTS BETWEEN COLUMN AND

HOSE RACK.

ATTACH TO CONCRETE WALL WITH (4) - 3/8" STAINLESS STEEL STUD

AND (4)- 3/8" STAINLESS STEEL BOLTS.

ATTACH TO STEEL COLUMN WITH (4)- 3/8" ROUND HEAD BOLTS, ONE IN

10-1/2TYPE A-3/4" & 1" HOSE 6

F

7-1/2 9-3/4 1-1/2

TYPE B-1 1/2" HOSE

3/8" BOLTS W/

PL 1/8x2x4"

3/8" BOLTS

1/8x2x4"

3/8" BOLTS

1/8x2x4"

PL 1/8x2x4", 1/8

1/8

SECTION

J E

F

WALL MOUNTED

STANCHION MOUNTED

HANDRAIL POST MOUNTED

NOTES:

ALUMINUM ALLOY PLATE.

EXTERIOR AND INTERIOR UNITS SHALL BE FABRICATED FROM 3/16" 6061-T6

CLEANOUT

FLANGES

SCREEN BETWEEN

304T 20 MESH INSECT

A5

NTS

EXTERIOR CLEANOUT

C1

NTS

AIR VENT

A1

NTS

HOSE RACKS

A4/D-99-804

WALL PIPE

MARKED "CO"

WITH CI COVER

CLEANOUT BOX

AS REQUIRED

BEND OR WYE,

CONCRETE PAD

1'-6"x1'-6"x6"

FINISH GRADE

RING FLANGE

M

IN

T

O

S L

A B O

R C

O V

E R

FLOOR PIPE AS REQUIRED

PANEL OR CONNECT TO

BOLT FLANGE TO COVER,

ON DRAWING

SIZE NOTED

AIR VENT,

PIPELINE

FLANGE, TYP

INSULATING WASHER, TYP

STEEL WASHER, TYP

C2

NTS

INSULATING FLANGE

CATHODIC PROTECTION

ON EACH SIDE OF FLANGE

TO EXTEND TO NUT FACE

MYLAR, LENGTH DESIGNED

1/32" SPIRAL WOUND

INSULATING SLEEVE,

NOTES:

GASKET

FULL FACE INSULATING

RUBBER ADHESIVE, POLYETHYLENE BACKED TAPE.

ASSEMBLING JOINT AND WRAP WITH A BUTYL

WITH COLD APPLIED COAL TAR MASTIC AFTER

COAT BURIED OR SUBMERGED INSULATED FLANGES

ON PROTECTED OR NEW SIDE OF FLANGE.

INSTALLATION DO NOT INSTALL INSULATING WASHER

FOR BURIED OR SUBMERGED INSULATING FLANGE

SHOWN.

ABOVE GRADE INSULATING FLANGE INSTALLATION

3.

2.

1.

C3 NTS

MANHOLE BASE SECTION

M

IN

SEE PLANS

SURFACE RESTORATION,

NEW SURFACING, OR

ABOVE PIPE ZONE

TRENCH BACKFILL

PIPE OUTSIDE DIAMETER

PIPE BEDDING MATERIAL

WHERE REQUIRED

TRENCH STABILIZATION

DEPTH OF COVER

PIPE ZONE

1.

2.

3.

4.

5.

6.

7.

8.

9.

PIPE OD + 1'-6"

MINIMUM WIDTH =

SPECIFIED

MARKING TAPE AS

B3

TYPICAL TRENCH

NTS

A.

B.

C.

D.

NOTES:

1.

PLAN

SECTION

12"

TYP

T Y

P

TYP

M

IN

B4 NTS

TRENCH PIPE CROSSING

11. SLOPE 2" PER 1'-0"

FLOW LINE

FROM FLOW LINE TO

10. GROUT IN EVEN SLOPE

SECTIONS

9. PRECAST MANHOLE

8. MANHOLE STEPS

7. MANHOLE TOP

6. PRECAST BASE

12"12"

M

IN

M

IN

M A

X

M

IN

5. AS SPECIFIED OR SHOWN

6" MIN

UNDISTURBED EARTH,

PIPE BEDDING TO

4. COMPACTED IMPORTED

3. LESS THAN 2'-0"

FACE OF MANHOLE

WITHIN 1'-6" OF OUTSIDE

2. PROVIDE JOINT ON PIPE

CONNECTOR

1. FLEXIBLE MANHOLE

REQUIREMENTS.

SECTION 900 FOR CLSM

CONSTRUCTION (2019)

ROAD AND BRIDGE

SPECIFICATIONS FOR

STANDARD

REFER TO THE NJDOT

EXISTING PIPELINE.

CROSSING UNDER AN

WHERE A NEW PIPELINE IS

AT ALL PIPE CROSSINGS

THAN 12".

BETWEEN THEM IS LESS

THE CLEARANCE

EXISTING PIPELINE AND

CROSSING OVER AN

WHEN A NEW PIPELINE IS

THEM IS LESS THAN 12".

CLEARANCE BETWEEN

ARE NEW AND

WHEN BOTH PIPELINES

MATERIAL (CLSM)

CONTROLLED LOW STRENGTH

IS REQUIRED:

CLSM BACKFILL SUPPORT

0100-DP101 0100-DP101

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A

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SCALE:

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SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

MASONRY WALL

CONCRETE OR

PIPE CHAIR

PRE-ENGINEERED

BY CALCULATIONS

SIZE AS REQUIRED

ANCHOR, TYPICAL,

CONCRETE OR MASONRY

C1

NTS

PIPE SUPPORT - WALL MOUNTED

4" THRU 24"

PIPE SIZE

U BOLT

PRE-ENGINEERED

2.

1.

NOTES:

1'-0"

DIMENSION, 12" SQ MIN

3" GREATER THAN BASE

MIN 4 - #5

TOP OF SLAB UPPER 5"

WITH 2 ADDITIONAL IN

#3 CLOSED TIES @ 1'-0" OC

MIN 1 1/2" NON-SHRINK GROUT

REQUIRED BY CALCULATIONS

ANCHORS, 4 MIN, SIZE AS

ANCHOR BOLTS OR CONCRETE

OR CROSS

HORIZONTAL TEE

BASE ELBOW,

PRE-ENGINEERED

24" OR LESS

NOTES:

SIZES AS REQUIRED BY CALCULATIONS.

MINIMUM COMPONENT AND CONNECTION SIZES SHOWN. FURNISH LARGER

AND ANCHORAGES AS SPECIFIED.

SUBMIT FINAL DESIGN DRAWINGS AND CALCULATIONS OF SUPPORTS

2.

1.

C2

BASE BEND

FLOOR

SEE NOTE 2

COLUMN

WALL OR

P2558

PRE-ENGINEERED PIPE CLAMP

PIPE CLAMP

PRE-ENGINEERED

NOTES:

C4

PIPE SUPPORT

SST PIPE

8" DIA SCH 40

SST PIPE

8" DIA SCH 40

(TYP OF 4)

ANCHOR

EPOXY

1/2" SST

SEE MFR DETAIL

S E

E M

F R D

E T

A

IL

D E

T A

IL

S E

E M

F R

BASEPLATE

12" SQUARE

BASEPLATE

12" SQUARE

FLANGE SUPPORT

PRE-ENGINEERED

A1

PIPE SUPPORT - FLANGE BOLTED

NIPPLE

1 1/2" SST

CONNECT FITTING

CAMLOK QUICK

1 1/2" 316 SST

A2

NTS

TYPE 2 FLUSHING CONNECTION

AS SHOWN ON PLANS

TEE, WYE OR CROSS

FOR 1 1/2" NIPPLE

DRILLED & TAPPED

BLIND FLANGE

1 1/2" V306

1.

2.

3.

SECTION 40 05 13

AS SPECIFIED IN

AIR RELEASE VALVE

VALVE SPECIFICATION

SEE DRAWING FOR

VENT CONNECTION

TOP OF PUMP CASE

BLIND FLANGE, OR

A4

NTS

AIR RELEASE VALVE ASSEMBLY

LINE

FOR AIR RELEASE

BLIND FLANGE

TAP AND THREAD

NOTES:

OUTLET SIZE

EQUAL TO ARV

PIPE SIZE

TO ARV INLET SIZE

PIPE SIZE EQUAL

SEE NOTE 1

(SEE NOTE 2)

SERVICE PIPING

RELEASE (VAR)

VENT AIR

NPT COUPLING

C1/D-99-802.

BY FASTENING TO PIPE SUPPORT

SECURE PIPING AGAINST VIBRATION

SECTION 40 05 13.

VAR PIPING MATERIAL AS SPECIFIED IN

OR TO DRAIN AS SHOWN ON DRAWINGS.

INSTALLATION ROUTE VENT OFF PAD TO GRADE

FOR INTERIOR INSTALLATION. FOR EXTERIOR

ROUTE VENT TO FLOOR DRAIN/TRENCH DRAIN

SEE NOTE 3

WALL BRACKET

PRE-ENGINEERED

AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE

WALL BRACKET SHALL BE MEDIUM HEAVY DUTY AS REQUIRED BY CALCULATIONS.

EMBEDMENT

MATS MIN 6"

BOTTOM REBAR

SET HOOK ON

CONCRETE ANCHORS

CHANNEL TO FLOOR W/ 3/8"

ATTACH PRE-ENGINEERED

COLUMN W/ 3/8" ANCHORS

CHANNEL TO WALL OR

ATTACH PRE-ENGINEERED

TIGHTEN CLAMP SNUG TO PIPE.3.

MECHANICAL CONTRACTOR.

FOR PVC PIPE USE PRE-ENGINEERED CUSHION INSTALLED BY THE 2.

FOR MATERIALS OF CONSTRUCTION SEE SPECIFICATIONS SECTION 40 05 13.1.

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

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IE

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SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

PASSING PIPE

304 SST ESCUTCHEON PLATE ON EXTERIOR.

FOR PENETRATION THROUGH EXTERIOR WALL EXPOSED TO VIEW, PROVIDE 7.

ALLOWED.

ANNULAR SPACE WITH FIRESTOPPING OR NONSHRINK GROUT. LINK SEAL IS NOT

BETWEEN PASSAGES OF DIFFERENT CLASSIFICATIONS OR RATINGS, FILL 6.

SHRINK GROUT AFTER MODULAR MECHANICAL SEAL ASSEMBLY IS INSTALLED.

FOR INTERIOR PIPES EXPOSED TO VIEW IN FINISHED SPACES, FILL WITH NON-5.

PROVIDE FLUSH SURFACE.

FOR EXISITNG PENETRATIONS, APPLY SEALANT OR NONSHRINK GROUT TO4.

PROOFING.

DAMP PROOFING. VOIDS IN CONCRETE SHALL BE GROUTED PRIOR TO DAMP

1" GREATER THAN PIPE OD, CLEAN CORED HOLE, AND COAT WITH BITUMINOUS

FOR EXISITNG CONCRETE WALL PENETRATION, CORE DRILL THROUGH WALL3.

CORED HOLE, FILL CORES WITH GROUT AND GROUT IN SLEEVE.

FOR EXISTING CMU WALL PENETRATION, CORE DRILL THROUGH WALL, CLEAN2.

OMIT PIPE SLEEVE FOR INSTALLATION IN EXISTING STRUCTURE.1.

NOTE:

OR CORE

AND SLEEVE

BETWEEN PIPE

ANULAR SPACE

GROUT PACK

C4

NTS

WALL PIPE PENETRATION SEAL

AS SPECIFIED

SST BOLTS AND NUTS,

SEAL ASSEMBLY WITH

MODULAR MECHANICAL

2-1/2"

3"

4"

6"

8"

10"

12"

14"

16"

20"

24"

2-1/2"

2-1/2"

3"

4"

4"

3"

3"

3"

3"

6"

6"

"A"

U-BOLT

PRE-ENGINEERED

2-1/2" THRU 36" PIPE

SADDLE SUPPORT

ADJUSTABLE PIPE

30" 6"

36" 6"

PIPE MINIMUM

STANDARD WALL

BY CALCULATIONS,

SIZE AS REQUIRED

PIPE SIZE

NOMINAL

MINIMUM

"A"

ANCHORAGE AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND

BY CALCULATIONS

AS REQUIRED

SIZE AND NUMBER

CONCRETE ANCHORS,

STUD BOLT

MECHANICAL JOINT X PLAIN END MECHANICAL JOINT X MECHANICAL JOINT

MECHANICAL JOINT X FLUSH FLANGE MECHANICAL JOINT X FLANGE

STEEL PIPE

WELDED TO

THRED-O-LET

FOR CLDI PIPE OR

SERVICE SADDLE

DOUBLE STRAP

COUPLING

NPT x NPT

TERMINATE 3'-0" ABOVE FLOOR

FROM VENT CONNECTION

HORIZONTAL DISTANCE

IF FURTHER THAN 20-FEET

SCUPPER IF WITHIN 20-FEET,

ROUTE TO HUB DRAIN OR

SST NIPPLE

A1

NTS

PIPE HIGH POINT VENT

A2

NTS

PEDESTAL - ADJUSTABLE

PIPE SUPPORT SADDLE SUPPORT

A4

NTS

DUCTILE IRON WALL PIPES

DIMENSION TABLE

SIZE

PIPE

FLANGE

STANDARD PIPE

GROUT

NON-SHRINK

MINIMUM 1 1/2"

NOTE:

FLANGE

TAPPED MJ

SIDE

EARTH

FLANGE

125# ANSI

TAPPED

SIDE

INTERIOR

FLANGE

TAPPED MJ

FLANGE

TAPPED MJ

FLANGE

TAPPED MJ

STUD BOLT

STUD BOLT

STUD BOLT

STUD BOLT

MAX

2'-0"

SHOWN ON PLANS

9" UNLESS OTHERWISE

CONCRETE CORE

PIPE SLEEVE ON

UNION

WRENCH FEATURE.

WITH HEXAGONAL

NIPPLE ADAPTER

MALE x MALE, CAST SST NPSM x NPT, BALL VALVE

1" V306

NOTED OTHERWISE

1" SST VENT PIPE UNLESS

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

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IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

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PIPE OD + 2"

1.

BEFORE CONCRETE PLACEMENT.

COAT FLOOR SLEEVE WITH SPECIFIED PAINT SYSTEM

ON GRADE

FLOOR SLAB

(PJF)

JOINT FILLER

PREMOLDED

EXPANDABLE SEALANT.

FILL WITH WATERPROOF,

2"

PASSING PIPE

M

IN

FINISHED GRADE

GATE VALVE

ON LID

"WATER" STAMPED

CAST IRON LID

THICK CONC PAD

PROVIDE 2" SQ x 4"

IN BOX

4' EXTRA WIRE

COPPER WIRE

UF #14 INSULATED

UNDER WATER TABLE

OR 30" BELOW GRADE AND

OVER 48" BELOW GRADE

GRADE WHEN VALVE ` IS

OPERATING NUT 1'-0" BELOW

EXTENSION ROD REQD W/ 2"

PLAN

A1

NTS

FLOOR SLEEVE

C1

NTS

SERVICE TAP

A2

NTS

PIPE PENETRATION

SLAB ON GRADE

A3

NTS

BURIED GATE

AND PLUG VALVE BOX

A4

NTS

BURIED GATE VALVE

SIDE MOUNTED VALVE BOX

1'-0" 1'-0"

T Y

P T

Y P

1/4

PL 3/8"xPIPE OD+10"SQ

/8

1.

EXISTING

NOTES:

APPROVED TAPPING SLEEVE

SERVICE SADDLE OR

FLANGED 4-STRAP

C2

NTS

EXISTING WALL PIPE PENETRATION

NOTES:

SHOWN ON PLANS

4" UNLESS OTHERWISE

PASSING PIPE

UPPER SECTION

SLIDING TYPE,

CAST IRON VALVE BOX,

LOWER SECTION

VALVE…