5U6500DWG31of43.pdf

A

SECTION

3/8"=1'-0"

PLAN

1/4"=1'-0"

A

EXISTING CLARIFIER

WALKWAY

EXISTING

DECANTER

SUPERNATANT

EXISTING

IE 10.50

8" CDW

DECANTER

8" SUPERNATANT

1'-0" 6"

20" FBW

EXISTING

EL 8.50

EL 25.00

WALL

TOP OF

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D-170A

AS SHOWN

IE 10.50

8" CDW

EXISTING

A 1D

-571A

SHEET KEYNOTESx

1.

AND DRAWINGS TO ENGINEER FOR APPROVAL.

BOLTS AND NUTS. SUBMIT DESIGN CALCULATIONS

EXISTING STEEL STRUCTURE W/ TYPE 316 SST

DECANTERS OPEN. BOLT THE FRP PLATED TO THE

PIPE, LEAVING ONLY THE SIDE OPPOSITE TO THE

PLATES TO BLOCK THREE SIDES OF THE INFLUENT

PROVIDE 1/2" FIBER REINFORCED PLASTIC (FRP)

1 10 2 3 4 5 6 7

3/8" = 1'-0"

0 4 8 12

1/4"=1'-0"

SEE DP-102A

FOR CONT

IE 10.50,

8" CDW

MJ BEND

8" 45°

DECANTER

8" SUPERNATANT

MANUFACTURER

PROVIDED BY DECANT

TYP 316 SST CABLE

20.50

MAX SWD

10.50

MIN SWD

MFR., TYP

PROVIDED BY DECANT

SWIVEL JOINT SUPPORT

MJ BEND

8" 45°

2.

CABLE TO MAINTAIN THIS REQUIRED CLEARANCE.

ARM TO PREVENT DAMAGE. CONTRACTOR TO ADJUST

DECANTER SHALL STOP AT LEAST 6" ABOVE SCRAPER

TAKEN TO DETERMINE IF 10.50' SHOULD BE REVISED.

OFFICER AFTER FIELD MEASUREMENTS HAVE BEEN

SHALL NOTIFY THE GOVERNMENT AND CONTRACTING

WITH EXISTING SCRAPER ARM. THE CONTRACTOR

DETERMINE ANY CLEARANCE CONCERNS ASSOCIATED

FIELD VERIFY PIPE PENETRATION DEPTH TO

IN PLACE (NOT LINK SEAL). CONTRACTOR SHALL

DECANTER WALL PENETRATIONS MUST BE CAST

MANUFACTURER

PROVIDED BY DECANT

TYP 316 SST CABLE

INSTRUCTION

AS PER DECANT MRF'S

PROVIDE ANCHOR BOLT

PAGE C809A

DETAIL A3 ON

COLLAR, SEE

CONCRETE

PAGE C809A

DETAIL A3 ON

COLLAR, SEE

CONCRETE

407 618

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

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1 2 3 4 5

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B

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SCALE:

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SHEET

NAVFAC DRAWING NO.

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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

SECTION

3/8"=1'-0"

PLAN

3/8"=1'-0"

IE 10.50

8" CDW

EXST

W/ SCREEN

4" VENT

3'-6"

EL 6.00

EL 25.00

RDCR, TYP OF 2

8"x6" CONC

CL EL 20.23

8" CDW

8" CDW

1'-1"

N

/2

CONDUIT

ELECTRICAL

EXST

10' EXTRA LENGTH

SIDE OF HATCH, PROVIDE

CHAIN, SECURE TO EACH

STAINLESS STEEL LIFTING

ACCESS DOOR W/ LOCK

ALUMINUM WET WELL

CONDUIT

ELECTRICAL

EXST

CL EL 20.23

8" CDW

FLAP CHECK

2" DRAIN W/

EXISTING WET WELL

EXISTING WET WELL

ACCESS DOOR

A A

PUMP 1

CLARIFIER DECANT

PUMP 2

CLARIFIER DECANT

70BWW-PMP24001

70BWW-PMP24002

LOCK ABOVE

WELL ACCESS DOOR W/

4'-0"x3'-0" ALUMINUM WET

OPENING

ACCESS DOOR

FLAP CHECK

2" DRAIN W/

D-802A, TYP

DRAWING

A4 ON

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D-171A

1 10 2 3 4 5 6 7

3/8" = 1'-0"

8" V614

D-800A, TYP OF 3

A2 ON DRAWING

D-806A

A1 ON DRAWING

8" FCA,

D-800A, TYP OF 3

A2 ON DRAWING

D-802A, TYP

DRAWING

A4 ON

GENERAL SHEET NOTES

M

IN

ALUMINUM ACCESS DOOR ABOVE

FOR DETAIL

NEW VALVE VAULT. SEE A5/S-809A

NOTE 1

MANHOLE TOP

CONCRETE

NEW PRECAST

TYP

4 & 5

NOTES

70CDW-FE

24500

70CDW-FE

24500

70CDW-ARV63002

70CDW-ARV63001

D-803A

DRAWING

A2 ON

NOTE 5

EQUAL.

PROVIDE RAM-NEK JOINT SEALANT OR APPROVED 5.

PRECAST RISER SECTION MANUFACTURER.

TO PROVIDE SUPPORT LEDGE AS REQUIRED BY

PREPARE EXISTING CONCRETE RISER SECTION 4.

DESIGN LIVE LOAD = 300 PSF.3.

ALUMINUM HATCH MUST BE FLUSH MOUNTED.2.

THE STATE OF NORTH CAROLINA.

STRUCTURAL ENGINEER REGISTERED IN

SIGNED AND STAMPED BY A CIVIL OR

SUBMIT COMPLETE DESIGN CALCULATIONS 1.

408 618

12697389

70PSH

24102

70PSH

24101

ARV

70PIT

24600

SEAL, TYP OF 3

PROVIDE DIAPHRAM

C1 ON DRAWING DI801A.

DIRECT MOUNT PER

70PSH

24101

70PSH

24102

TYP OF 2

45° BEND,

IE 10.50

8" CDW

TYP OF 2

8" V614, TYP OF 2

8" V512, 70PIT

24600FOR

TAP

FOR

TAP

D-804A

SEE C4 ON DRAWING

SAMPLE TAP

D-802A, TYP

DRAWING

A4 ON

FOR

TAP

TYP OF 2

OPENING ABOVE,

ACCESS DOOR

ALUMINUM

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SCALE:

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SHEET

NAVFAC DRAWING NO.

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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

A A

PLAN

3/8"=1'-0"

A

SECTION

3/8"=1'-0"

EL 1.42

HOLDING TANK

FROM WASHWATER

CL EL 3.92

12" DI

HOLDING TANK

FROM WASHWATER

CL EL 3.92

12" DI

EL 25.00

P-8

P-9

P-10

1'-6"

3'-9"

TIE ROD ANCHORS

MANHOLE

10'-0" DIA PRECAST

6" DI

8" DI

MANHOLE

10'-0" DIA PRECAST

6" DI, TYP

GUIDE, TYP

VALVE STEM

VALVE STEM

LIFTING CABLE

N

PUMP 1

CLARIFIER WASTE

PUMP 2

CLARIFIER WASTE

PUMP 3

CLARIFIER WASTE

ABOVE

12'x12' SLAB

8" DI

70CW-PMP22001 70CW-PMP22002

70CW-PMP22003

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1 10 2 3 4 5 6 7

3/8" = 1'-0" 409 618

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SHEET

NAVFAC DRAWING NO.

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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

ELECTRICAL

T O

IL

E T

S H

O W

STORAGE

AND VEHICHLE BAY 2

AIR PREPARATION

BAY 1

VEHICLE

ROOM

BREAK

O F F

IC

W

PLAN

3/16"=1'-0"

A

SECTION

3/8"=1'-0"

A

N

B

SECTION

3/8"=1'-0"

B

2'-0"

8'-0"

8" MC

3/4" V306

6" BWW12" MC

8" MC

12" MC

8" MC

(BUILDING 4357)

16'-0"

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D-173A

RDCR

3/4"x 1/2"

1" AHP

3/4" GOX

1" AHP

A5

D-570A

8" MC

M

11500

11700

1" V306

3/4"x 1/2" RDCR

1"x 3/4" RDCR

TYP 2

3/4" V306

3/4" GOX

EXISTING

3/4" GOX

1" AHP

D-800A, TYP

DRAWING

A2 ON

TYP 3

1/2" V306

8" V520

8" V520

6" BWW

6" BWW12" MC

1" AHP3/4" GOX

1" AHP

1'-0"

8" MC

1" AHP

COMPRESSOR

EXISTING

COMPRESSOR

EXISTING

1" AHP

H D

P E

M C

P V

C

M C

H D

P E

A H

P

S S

T

A H

P

(LENGTH LIMIT)

INJECTOR/ MIXER

11100

1/2" GOX//AHP

STATIC MIXER

A3

D-570A B1

D-570A

C 3D -570A

SYSTEM)

OXYGEN

(TO BYPASS

1" AHP C1

D-570A

2" AHP

(IN VERT)

2" V306

2" AHP

EXISTING

AIR RECEIVER

EXISTING

SYSTEM

OXYGEN

EXISTING

7'-6" 3'-3 1/2 "

D-803A, TYP

DRAWING

C4 ON

D-802A

ON DRAWING

SEE DETAIL A1

PIPE HANGER

DRAWING D-803A

SEE DETAIL C4 ON

D-802A

ON DRAWING

SEE DETAIL A1

PIPE HANGER

D-801A

ON DRAWING

SEE DETAIL C4

PIPE SUPPORT

DRAWING D-803A

SEE DETAIL C4 ON

DRAWING D-804A

SEE DETAIL A1 ON

LOW POINT DRAIN,

DRAWING D-804A

SEE DETAIL A1 ON

LOW POINT DRAIN,

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

1 10 2 3 4 5 6 7

3/8" = 1'-0"

410 618

12697391

HVAC DUCT

WITH EXISTING

AVOID CONFLICT

NECESSARY TO

FIELD ROUTE AS

70GOX/AHP-FCV

70GOX/AHP-FE

40GOX/AHP-PCV

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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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.

27604 Tel: 919-875-4311

Suite 214 Raleigh, NC

IL

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D-570A

H

O T

O S

PIPE TO EXISTING

CONNECT NEW

BACKWASH VALVES.

AND INSTRUMENT AIR TO STRAINER

OXYGEN SYSTEM BYPASS TO MC LINE

BYPASS PIPE CONNECTION. PROVIDE

PROVIDE TEE AND 1" OXYGEN SYSTEM5.

CHARGE PIPING PER D-173A.

EXISTING COMPRESSOR 1 AND 2 DIS-

(1" V306) ISOLATION VALVE TO CONNECT

PROVIDE 2" PIPE WITH BALL VALVE4.

PIPING.

COMPRESSOR 1 AND 2 DISCHARGE

PROVIDE 2" TEE TO CONNECT3.

RECEIVER OUTLET.

OF COMPRESSOR 1 TO OXYGEN

COMPRESSOR 2 TO DISCHARGE PIPE

TO CONNECT DISCHARGE PIPE OF

PROVIDE 2" 90 DEGREE ELBOW2.

REMOVED PER MD-101D.

PORTION OF EXISTING PIPING TO BE1.

PER D-173A.

AIR TO STRAINER BACKWASH VALVES

SYSTEM BYPASS AND INSTRUMENT

PROVIDE 1" AHP PIPE FOR OXYGEN7.

INJECTION POINT INTO MC PIPE.

OXYGEN PIPE TO OXYGEN - AIR

PROVIDE 3/4" PIPE FROM EXISTING6.

PROVIDE NEW BALL VALVE (2" V306).9.

NEW 1" AHP PIPING PER D-173A.8.

SHEET KEYNOTES

C1

DEMOLITION - PHOTO

NTS D-173A

B1

DEMOLITION - PHOTO

NTS D-173A

C3

DEMOLITION - PHOTO

NTS D-173A

A3

DEMOLITION - PHOTO

NTS D-173A

A5

DEMOLITION - PHOTO

NTS D-173A

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A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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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

IL

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D-571A

H

O T

O S

SHEET KEYNOTESx

1.

5.00 TO 23.00.

DPTH OF THE INFLUENT PIPE, FROM ELEVATION

THE PLATES MUST BE PROVIDED FOR THE FULL

AND DRAWINGS TO ENGINEER FOR APPROVAL.

BOLTS AND NUTS. SUBMIT DESIGN CALCULATIONS

EXISTING STEEL STRUCTURE W/ TYPE 316 SST

DECANTERS OPEN. BOLT THE FRP PLATED TO THE

PIPE, LEAVING ONLY THE SIDE OPPOSITE TO THE

PLATES TO BLOCK THREE SIDES OF THE INFLUENT

PROVIDE 1/2" FIBER REINFORCED PLASTIC (FRP)

A1

CLARIFIER PHOTO

NTS D-170A

412 618

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1 2 3 4 5

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A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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M D

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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.

Raleigh, NC 27604