5U6500DWG40of43.pdf

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BRANCH MANAGER

CHIEF ENG/ARCH

P A

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A

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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

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

C. ALLAN BAMFORTH, JR.,

NORFOLK, VIRGINIA

3120 Highwoods Blvd, Suite 214

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

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"

DIMENSION TABLE

SIZE

PIPE

PIPE SIZE

NOMINAL

MINIMUM

"A"

"A"

FLANGE

STANDARD PIPE

GROUT

NON-SHRINK

MINIMUM 1 1/2"

NOTE:

ANCHORAGE AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND

BY CALCULATIONS

AS REQUIRED

SIZE AND NUMBER

CONCRETE ANCHORS,

PIPE MINIMUM

STANDARD WALL

BY CALCULATIONS,

SIZE AS REQUIRED

PIPE SUPPORT

PRE-ENGINEERED

2 1/2" THRU 24" PIPE

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"

DIMENSION TABLE

4"

SIZE

PIPE

PIPE SIZE

NOMINAL

MINIMUM

"A"

CALCULATION

AS REQUIRED BY

SIZE AND NUMBER

CONCRETE ANCHORS,

"A"

NOTE:

ANCHORAGE AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND

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

SECTION

R E

Q D

A S

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:

2.

1.

AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE

ONLY FOR VERTICAL OR FLOOR MOUNTED PIPES.

WALL SIMILAR)

(MASONRY

FLOOR OR WALL

CONCRETE

OFFSET PIPE CLAMP

PRE-ENGINEERED

1/4

MIN

1/4

MIN

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:

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.

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

EMBEDMENT

MATS MIN 6"

BOTTOM REBAR

SET HOOK ON

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.

C2NTS

BASE BEND

TYPE - ADJUSTABLE

SADDLE SUPPORT PEDESTAL

PIPE SUPPORT

TYPE - NON-ADJUSTABLE

SADDLE SUPPORT PEDESTAL

PIPE SUPPORT

/2

/8

NOTES:

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

WALLS

EXTERIOR

ALL

SHRINK GROUT

1 1/2" MIN NON-

CONCRETE SLAB

BY CALCULATIONS

SIZE AS REQUIRED

2 MIN, NUMBER AND

CONCRETE ANCHORS

PIPE CLAMP

PRE-ENGINEERED

PIPE SUPPORT

PRE-ENGINEERED

CHANNEL, ANGLE OR

A4

FLOOR PIPE SUPPORT

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1 2 3 4 5

A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

NOTES:

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

CONCRETE WALL

MASONRY OR

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:

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,

A1

NTS

A2

NTS

STACKED PIPE WALL SYSTEM TRAPEZE PIPE HANGER

EQUAL CHANNEL

FRP UNISTRUT OR

PIPE STRAP

UNISTRUT FRP

FLOOR/WALL

CONCRETE

REQUIRED BY LOADING.

ANCHORS, SIZE AS

PROVIDE FOUR CONCRETE

A4

NTS

CHEMICAL PIPE SUPPORT

SEE NOTE 2

CONCRETE ANCHORS

CHANNEL TO FLOOR W/ 3/8"

ATTACH UNISTRUT

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

M A

X

BY MFR

RECOMMENDED

BOLT AS

3/8 " SST

TS 3"x3"x1/4"

316 SST

AS REQUIRED

CHANNEL LENGTH

316 SST UNISTRUT

C2

NTS

PIPE SUPPORT

WALL BRACKET

PRE-ENGINEERED

MASONRY WALL

CONCRETE OR

BY CALCULATIONS

SIZE AS REQUIRED

ANCHOR, TYPICAL,

CONCRETE OR MASONRY

NOTES:

2.

1.

AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE

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

UP TO 2"

PIPE SIZE

CLAMP P2558

UNISTRUT PIPE

C4

NTS

PIPE SUPPORT - WALL MOUNTED MEDIUM

S-812A

DRAWING

SEE A1 ON

BASE PLATE,

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.

SECTION 40 05 13.

FOR MATERIALS OF CONSTRUCTION SEE SPECIFICATIONS

NOTE:

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PM/DM

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

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

D

CENTERLINE OF WALL

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

PIPE SLEEVE

PASSING PIPE

AS SPECIFIED

SST BOLTS AND NUTS,

SEAL ASSEMBLY WITH

MODULAR MECHANICAL

A4

NTS

A2

NTS

WALL PIPE PENETRATION SEAL

C1

NTS

FITTING

CONNECT

2" QUICK

VALVE

2" BALL

FILL LINE

2" CHEMICAL

(TYP)

CHANNEL

UNISTRUT

316 SST

(TYP)

BASE PLATE

M A

X

1'-

3" 1'-3" 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

C2

NTS

FRP TANK PIPE SWAY BRACE C4

NTS

PIPE SUPPORT

ELEVATION

SECTION

H E

IG

H T A

S R

E Q

U

IR

E D -0

M

A X

A1

NTS

OVERHEAD PIPE HANGER

CONC SLAB

M

IN

1.0

8" DIA PIPE

1/2" DIA TO

AND LONGITUDINAL BRACES

RECEIVE TRANSVERSE

ASSEMBLY AS REQUIRED TO

AND EMBED ASSEMBLY, ADAPT

PIPE RING WITH TURNBUCKLE

PRE-ENGINEERED SPLIT

CONTINUOUS INSERTS

PROVIDE ADDITIONAL TYP BARS EW AT

2 - #4 x 5'-0" EW AT ISOLATED INSERTS, NOTES:

2.

1.

MIN

1.0

BY CALCULATIONS

AND TYPE AS REQUIRED

TRANSVERSE BRACE, SIZE

AS SPECIFIED

CONC ANCHORS

MIN 1 UNDERCUT

AS REQD

STIFFENER

ROD

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

STEEL PIPE

STAINLESS

STAINLESS STEEL WALL PIPE

E Q

E Q

TYPE 'B' SIM

SEE C1/S-812A

COLUMN BASE

SLAB / FOUNDATION

CONCRETE

SST HSS 3"x3"x1/4" TYP

SST L 3"x2"x3/8" LLH TYP

3/16

3/16

TYP

TYP

(1/4)

(1/4)

CJP TYP

(1/4)

TYP

TYP

3/16

NOTES:

1. ALL PLATES, SHAPES, AND FASTENERS MUST BE SST.

SECTION 40 05 13.

FOR MATERIALS OF CONSTRUCTION SEE SPECIFICATIONS

NOTE:

TANK FILL CONNECTION

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PM/DM

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

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

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

NOTES:

WALL PIPE

MJxFLG DI

SIDE

INTERIOR

DI PIPE

GLAND

JOINT ANCHOR

MECHANICAL

COLLAR

THRUST

AS SPECIFIED

RESTRAINED JOINT

PLANS

SHOWN ON

OTHERWISE

9" UNLESS

BOLTS

GALV STUD

FLANGE FOR

TAPPED BELL

JOINT

INSULATED

10'-0" MAX

DIAMETER MIN,

2'-0" OR 2 X PIPE

THE GREATER OF

1.

NOTES:

AROUND

2" ALL

+ 1", MIN

OD OF PIPE

STEEL PIPE SLEEVE

SCHEDULE 40

SEEP RING

1/4 " THICK

SLEEVE AND SEEP RING AS SPECIFIED.

DO NOT USE WHERE SUBJECT TO HYDROSTATIC PRESSURE. PAINT ENTIRE

WATERTIGHT

JOINT SHALL BE

SILICONE SEALANT,

DOW CORNING 732 RTV

WITH WATERPROOF

FILL ANNULAR SPACE

PASSING PIPE

A1

NTS

C2

NTS

MECHANICAL JOINT WALL PIPE FOR DIP

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

NOTES:

INSTALLATION, 9" MIN

AS REQD FOR PIPE

WALL PIPE

DUCTILE IRON

INSTALLATION, 9" MIN

AS REQD FOR PIPE

TYP

ON PLANS,

SHOWN

ENDS AS

THRUST COLLAR

C1

NTS

PIPE OD + 2"

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

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

FLOOR SLEEVE

TOP OF FLOOR

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

NOTES:

6" MIN

INSTALLATION,

AS REQD FOR PIPE

6" MIN

INSTALLATION,

AS REQD FOR PIPE

FLGxPE PIPE

OTHERWISE SHOWN

WALL PIPE UNLESS

DUCTILE IRON

COLLAR

THRUST

A2

NTS

FLOOR PIPE

C4

NTS

TYPE B PIPE SLEEVEDUCTILE IRON WALL PIPE

A4

NTS

PIPE SUPPORT

PIPE STRAP

EQUAL CHANNEL

UNISTRUT OR

BASE

FLOOR/WALL

CONCRETE

BY LOADING. (TYP)

ANCHORS, SIZE AS REQUIRED

PROVIDE FOUR CONCRETE

SPECIFICATIONS SECTION 40 05 13.

NOTE: FOR MATERIALS OF CONSTRUCTION SEE

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IN

A L

A F

A Y

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G

IN

IA

PM/DM

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

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IN

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A N

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

TAPPING OF FITTINGS ALLOWED AT BOSS ONLY.1.

NOTES:

AS SHOWN ON PLANS

TEE, WYE OR CROSS

NOTED OTHERWISE

VENT PIPE UNLESS

1" GALV STEEL

UNION

BALL VALVE

1" V300

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

C1

NTS C4

NTS

C2

NTS

PIPE HIGH POINT VENT

M

IN

FINISHED GRADE

CAST IRON LID

GATE VALVE

THICK CONC PAD

PROVIDE 1'-6" SQ x 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

A4

NTS

BURIED GATE 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

CAST IRON LID

THICK CONC PAD

PROVIDE 1'-6" SQ x 4"

FINISHED GRADE

A2

NTS

BURIED BUTTERFLY VALVE BOX

TYPE 1 SAMPLE TAP/

FLUSHING CONNECTION

TO STAINLESS STEEL PIPE

THRED-O-LET WELDED

FOR DI PIPE OR

DOUBLE STRAP SADDLE

TYPE 2 SAMPLE TAP/

FLUSHING CONNECTION

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

A1

NTS

DRAINAGE DRYWELL

3/4" V306

NIPPLE

3/4" 316 SST

X" V306

NIPPLE

3/4" 316 SST

FOR 3/4" NIPPLE

DRILLED & TAPPED

BLIND FLANGE

3/4" V306

STEEL PIPE

WELDED TO

THRED-O-LET

FOR CLDI PIPE OR

SERVICE SADDLE

DOUBLE STRAP

E N

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A T

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D-805A

T A

IL

S

484 618

12697465

W A

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ID

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IN

A L

A F

A Y

E T

M P

L E

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O L

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IN

IA

PM/DM

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

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IL

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

A

TUBE

SOLUTION

ADAPTER

TUBE

SOLUTION

ASSEMBLY

INJECTOR

HOSE

FLEXIBLE

VALVE

ISOLATION

B

NOTE 1

NOTE 2

BEVEL

45°

E

C

D

CLAMP (TYP)

SST HOSE

OF HOSE

BOTH ENDS

BARB TYP

MPT HOSE

D

SST RESTRAINT HOOK

MPT INLET CONNECTION

PACKING NUT

(LIMIT CHAIN)

SST SAFETY CHAIN

48"

24" FOR PIPE LARGER THAN

WITH MAX PENETRATION OF

PENETRATION = DIA / 2,

PASS SOLUTION TUBE

BALL VALVE SIZED TO

BALL CHECK VALVE

INTEGRAL SPRING LOADED

A

TUBE

SOLUTION

ADAPTER

TUBE

SOLUTION

ASSEMBLY

INJECTOR

NOTE 1

NOTE 2

BEVEL

45°

E

C

D

D

SST RESTRAINT HOOK

MPT INLET CONNECTION

PACKING NUT

PIPE

SCH 80 PVC

NOTE 3

UNION

(LIMIT CHAIN)

SST SAFETY CHAIN

A

NOTE 3

ISOLATION VALVE,

48"

24" FOR PIPE LARGER THAN

WITH MAX PENETRATION OF

PENETRATION = DIA / 2,

PASS SOLUTION TUBE

BALL VALVE SIZED TO

BALL CHECK VALVE

INTEGRAL SPRING LOADED

C1

NTS

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.

1.

NOTES:

LINE

WATER SUPPLY

VALVE BODY

GRAVEL AROUND

1 1/2" TO 1"

FEET OF SELECTED

INSTALL 2 CUBIC

A4

NTS

NON-FREEZE POST HYDRANT

1'- 0"

2'-0"

A2

NTS

CHEMICAL FILL STATION

C2

FLEXIBLE HOSE

CHEMICAL INJECTOR, RETRACTABLE,

SEE NOTE 3

QUICK DISCONNECT BOXES

BOTTLE (TYP)

POLYETHYLENE

5 GALLON

BOLTS (TYP)

TO SUPPORT W/ 1/2" SST

AT 4 CORNERS, ATTACH

L 3" X 3" 1/4" SST

WASHERS (TYP)

BOLT, NUT AND

2-1/4" SST HEX

BAR (TYP)

2" X 1/4" SST

SST (TYP)

L 3" X 3" X 1/4"

ADHESIVE ANCHORS (TYP)

ATTACH W/2- 1/2" SST

PL 6" X 6" X 1/4" SST

L 4" X 4" X 1/4" SST

AND WASHERS

W/ 1/2" SST BOLT, NUT

CONNECT TO SUPPORT

PL 3" X 4" X 1/4" SST

SUPPORT (TYP)

3" X 3" X 1/4" SST

316 SST PLATE

(TYP. 2)

SLIP-ON FLANGE

SEE NOTE 3

W/ SST HOSE CLAMP

SECURE TO 1" SST NIPPLE

1" PVC TUBING

NAME PLATE

ON INSIDE OF FACE

SST PIANO HINGE 10" LONG

3"-V330

HANDLE ( 1/4" SST BAR)

SST LOCK & CLASP

COUPLING

DISCONNECT

3" QUICK

BOXES, SEE NOTE 3

QUICK DISCONNECT

2. FOR NUMBER OF QUICK DISCONNECT

NOTES:

1. ALL 316 SST CONSTRUCTION.

3. SLOPED.

SEE DWG D-446A.

BOXES AT EACH CHEMICAL FILL STATION,

HOSE VALVE

1-1/2" V236

SHALL BE STAINLESS STEEL.

CHANNEL STIFFENER AND RISER ATTACHMENT HARDWARE

C4X5.4

MARK

COMPONENT MODEL / MATERIALS

STREAM

FLOW

SCHEDULE 1 - CHEMICAL INJECTOR DEFAULT COMPONENTS

SCHEDULE 2 - COMPONENTS BY CHEMICAL

SEE SCHEDULE 1

COMPONENTS

OTHER

A

A

B

C

D

E B C D

(NOTE 1)

DESCRIPTION

BODY & SPRING

BALL CHECK

SOLUTION TUBE AND

MATERIAL OF

A

AND ANCILLARIES

INJECTOR ASSEMBLY INCLUDES

VALVE WITH TEFLON BALL

SPRING LOADED BALL CHECK

SOLUTION TUBE AND INTEGRAL

ISOLATION VALVE

SOLUTION TUBE

FLEXIBLE HOSE

ISOLATION VALVE

COMPONENT DESCRIPTION

C4

CHEMICAL INJECTOR, RETRACTABLE

PROVIDE ANOTHER ALLOY 20 BALL VALVE DOWNSTREAM OF .

5. ALLOY 20 ISOLATION VALVE . PVDF FLEXIBLE HOSE .

4. PROVIDE VITON SAF-T-SEAL-TIP.

ON LOW PRESSURE SIDE OF BALL VALVE.

3. FOR HYPOCHLORITE ISOLATION VALVE , PROVIDE PRESSURE RELIEF HOLE DRILLED

NIPPLES, AND SST FLANGES. FLANGE CONNECT TO MATING PIPE USING SST FASTENERS.

2. FOR HYDROXIDE ISOLATION VALVE , FURNISH 1/2"-V306 (NPT SST BALL VALVE), SST

NOTE:

A B

A

PVC AND CPVC PIPE

PIPE ON PVC

3/4" SCHED 80 PVC

PIPE ON CPVC,

3/4" SCHED 80 CPVC

BUSHING

FEMALE NPT

SOLVENT WELD BY

REDUCING TEE W/

SOLVENT WELD

3/4" V330

SST PIPE

STRAP SADDLE

1/2" TAP, DOUBLE

CEMENT LINE STEEL PIPE, CAST IRON PIPE AND DUCTILE IRON PIPE

1/2" SST PIPE

A2

NTS

SAMPLE TAP

1/2" V-306

1/2"-V306

NIPPLE

1/2" SST

SECTION 40 05 13.

III PROVIDE SUITABLE SUPPORT SYSTEM, AS PER

100 PSIG OR LESS, AND FEED LINE 1" OR LESS.

PRESSURE OF 150 PSIG, MAIN LINE PRESSURE

II DETAIL SUITABLE FOR FEED PUMP MAX RELIEF

DETAIL C4 ON DRAWING D-805A.

I SEE CHEMICAL INJECTION SCHEDULES. SEE

GENERAL NOTES:

SECTION 40 05 13.

III PROVIDE SUITABLE SUPPORT SYSTEM, AS PER

LINE 1" OR LESS.

150 PSIG, MAIN LINE PRESSURE 100 PSIG OR LESS, AND FEED

II DETAIL SUITABLE FOR FEED PUMP MAX RELIEF PRESSURE OF

I SEE CHEMICAL INJECTION SCHEDULES. SEE DETAIL C4 ON DRAWING D-805A.

GENERAL NOTES:

5. WELDING PER SECTION 05 05 23.16.

SI

SU

CI

LL

SHC

SH

FL

SCALE INHIBITOR

SULFURIC ACID, 93%

(ORTHO-PHOSPHATES)

CORROSION INHIBITOR

LIQUID LIME, 20%

SODIUM HYPOCHLORITE, 12%

SODIUM HYDROXIDE, 30-70%

HYDROFLUOSILICIC ACID, 25-35%

316 STAINLESS STEEL

316 STAINLESS STEEL

316 STAINLESS STEEL

HASTELLOY C-276

HASTELLOY C-276

316 STAINLESS STEEL

C-276 SPRING

ALLOY 20; HASTELLOY

DEFAULT

NOTE 5

DEFAULT

DEFAULT, NOTE 4

DEFAULT, NOTE 3

DEFAULT, NOTE 2, 4

DEFAULT

REMOVABLE RIGID PIPE

CHEMICAL INJECTOR, RETRACTABLE,

WELD TO SST PIPE

316 SST THRED-O-LET

2. ORIENT BEVEL SO IT FACES FLOW DIRECTION. SEE VENDOR'S RECOMMENDATIONS.

SAME MATERIAL AS PIPE. FOR PVC, PROVIDE REDUCED TEE FITTING.

IRON (42" MAX). FOR CARBON STEEL AND SST PIPE (36" MAX), PROVIDE THRED-O-LET,

1. UNLESS OTHERWISE NOTED, PROVIDE SST SERVICE SADDLE FOR DUCTILE

SPECIFIC NOTES:

REMOVED. USE FITTINGS AS NEEDED.

3. FIELD LOCATE VALVE TO ALLOW SOLUTION TUBE RETRACTION ONCE PIPE IS

2. ORIENT BEVEL SO IT FACES FLOW DIRECTION. SEE VENDOR'S RECOMMENDATIONS.

SAME MATERIAL AS PIPE. FOR PVC, PROVIDE REDUCED TEE FITTING.

IRON (42" MAX). FOR CARBON STEEL AND SST PIPE (36" MAX), PROVIDE THRED-O-LET,

1. UNLESS OTHERWISE NOTED, PROVIDE SST SERVICE SADDLE FOR DUCTILE

SPECIFIC NOTES:

SEE SCHEDULE 2

1" V307 (SST)

(1" MAX & 150 PSIG MAX)

REINFORCED PVC

1/2" V330 (PVC)

4. NAME PLATE SHALL CONFORM TO SECTION 10 10 00.

E N

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D-806A

485 618

T A

IL

S

12697466

W A

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V A

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A C

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IN

E E

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G C

O M

M A

N D M

ID

A

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A N

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IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

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

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G

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M M

A N

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DES DRW

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C R

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N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

License Number F-0699 27604 Tel: 919-875-4311

Suite 214 Raleigh, NC

NOTES:

8"8" VARIES

(M

IN

NON-PAVED LOCATIONS

TYPICAL FOR ALL

PAVED LOCATIONS

TYPICAL FOR ALL

3'-0"

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

#5@12" EW

NTS

DETAIL

NTS

DETAIL

PLAN

SECTION

1 2

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

C1

TYPICAL CHEMICAL PIPING HANDHOLE

C4

RESTRAINED COUPLING

A1

NTS

RESTRAINED FLANGED COUPLING ADAPTER

A2

NTS

THRUST TIE ROD/CONNECTION PLATE

D-806A

DRAWING

SEE A2 ON

D-806A

SEE A2 ON DRAWING

D-806A

SEE A2 ON DRAWING

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

D4

THRUST BLOCK NOTES AND DETAILS

BEND ANGLE

22 1/2°11 1/4°45°

1.0

1.2

1.7

2.3

3.0

3.8

4.7

6.813.6

9.4

26.2

18.1

14.6

1.0

1.6

2.9

4.6

6.6

8.9

1.0

1.5

2.4

3.4

4.6

6.0

7.6

11.6

4 1.4

3.0

5.3

8.4

12.0

16.3

21.3

27.0

33.3

48.0

1.0

2.1

3.8

5.9

8.5

11.5

15.0

19.0

23.5

34.0

1.4

3.0

5.4

8.4

12.0

16.3

21.3

27.0

33.3

48.0

-1.9

4.3

7.6

11.8

17.0

23.0

30.0

38.0

47.0

68.0

(HORIZONTAL BENDS)

AA

BEARING AREA OF THRUST BLOCKS IN SQ. FT.

12" AND LESS

14"-16"

#6

#8

ROD

SIZE

30"

36"

(VERTICAL BENDS)

FITTING

SIZE

BEND ANGLE

SIZE

FITTING

2.7

4.0

6.0

8.5

11.5

14.8

0.4

0.6

0.9

1.3

1.8

2.3

1.0

1.5

2.3

3.2

4.3

5.6

0.20.4

45°

1.14

EMBEDMENT

22 1/2° 11 1/4°

VOLUME OF THRUST BLOCK IN CUBIC YARDS

WYE

PLUGGED CROSS

PLUGGED TEE

PLUGGED CROSS*TEE

BEND

b

1.

2.

3.

4.

5.

6.

8.

10.

11.

9.

7.

b

TEE

PLUGGED

RUN

90° BEND

PLUGGED

CROSS

TEE, WYE,

PLUG, OR

CAP

FITTING

SIZE

A

A/2*A/2*

PROFILE

A

* EACH AREA (A/2) IS 1/2 OF

TABULATED TOTAL AREA

P' = ACTUAL TEST PRESSURE, PSIG

S' = ACTUAL SOIL BEARING PRESSURE, PSF.

GALVANIZED RODS OVER FITTING AND

EMBEDDED IN CONCRETE (SEE TABLE

FOR SIZES)

1/4" PLYWOOD OVER

FACE OF BOLTS

KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.

CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED

EARTH.

REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE AS INDICATED

BELOW, ADJUSTED, IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S)

AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS.

THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT

THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF

CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST

PRESSURES, USE THE FOLLOWING EQUATION: VOLUME = (TEST PRESS./150) x

(TABLE VALUE).

BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST

PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF 2000

LBS/SQ FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES

AND SOIL BEARING STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR

(13.33)(P'/S' ), WHERE:

THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT

THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.

BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS

TAKE PRECEDENCE OVER THIS STANDARD

BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQ FT.

VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC

YARDS REQUIRE SPECIAL BLOCKING DETAILS. SEE PLANS FOR VOLUMES SHOWN

TO LEFT OF SOLID LINE IN TABLE.

TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE.

ALLOWABLE SOIL BEARING STRESS IS 2000 LBS/SQ FT.

THRUST BLOCK NOTES

COUPLING

PLATE (TYP)

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

THRUST TIE PLATE