TPlans_W912P5-21-Q-0037_Certified Final Documents-RTA_Barkley Lock Ops Bld Sewer Line Replacement.pdf

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US Army Corps of Engineers

Nashville District

Cumberland River Basin

Cumberland River

Kuttawa, KY

Plans For Barkley Lock Operations Building Sewer Line Replacement

July 2021

Submitted:

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration

Note:

Project Engineer

Approval Recommended:

Robert W. Baulsir III P.E.

Chief, Civil Design Branch

Approved:

Mark P. Evans P.E.

Chief, Electrical/Mechanical Section

Jace T. Courtright

Certified Final Documents - RTA

W912P5-21-Q-0037

2021-07-01T09:51:39-0500

COURTRIGHT.JACE.T.1554074231

2021-07-01T09:16:44-0500

TRUONG.LONG.C.1244574978

2021-07-06T15:04:44-0500

BAULSIR.ROBERT.W.III.1258321525

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1312111098765432

®of Engineers

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RTA - CERTIFIED FINAL

P

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G-001 INDEX

CONTRACT DRAWINGS

SHEET NO. FILE NAME TITLE

SHEET NO. FILE NAME TITLE

GENERAL

MECHANICAL

OPERATION BUILDING, WASTE LINE RISER DIAGRAM

INDEX

TITLEDRAWING NO.

REFERENCE DRAWINGS

Q9-BL-G-001

MD-101 Q9-BL-MD-101 OPERATION BUILDING, FIRST FLOOR PLAN, FIXTURES & SEWER PIPE DECONSTRUCTION

MD-102 Q9-BL-MD-102 OPERATION BUILDING, BASEMENT PLAN, SEWER PIPE DECONSTRUCTION

M-101 Q9-BL-M-101 OPERATION BUILDING, FIRST FLOOR PLAN, FIXTURE AND PIPING INSTALLATION

M-102 Q9-BL-M-102 OPERATION BUILDING, BASEMENT PLAN, SEWER PIPE INSTALLATION

M-601 Q9-BL-M-601

Q9-70/2.4 LOCK, OPERATION BUILDING, PLANS AND DETAILS

Q9-70/8.3 LOCK, OPERATION BUILDING, PLUMBING AND VENTILATING

LOCK, OPERATION BUILDING, SEWAGE CHLORINATION FACILITIES

Q9-BL-G-002G-002 LEGEND

Q9-70/14.2

Q9-BL-G-101G-101 SITE PLAN

G-002

P

CO

ABBREVIATIONS

A G

P-1

PLUMBING SYMBOLS

PIPING SYMBOLS PIPING TYPES

MISCELLANEOUS PLUMBING

SANITARY SEWER

SANITARY VENT

DOMESTIC COLD WATER

DRAWING NOTE

PLUMBING EQUIPMENT TAG

FLOOR CLEANOUT

P-TRAP

FLOOR DRAIN WITH P-TRAP

FLOOR SINK DRAIN

FLOOR DRAIN/AREA DRAIN

THERMOMETER WELL

PIPE FLANGE

FLEXIBLE CONNECTION

THERMOMETER

GAUGE COCK

PRESSURE GAUGE WITH

FLOOR CLEANOUT

LINE CLEANOUT

CAP ON END LINE

VALVE

2 WAY SELF OPERATING

3 WAY SELF OPERATING

PRESSURE REDUCING

CHECK VALVE

BALL VALVE

STRAINER

UNION

VALVE IN RISE

VALVE IN CENTER DROP

VALVE IN DROP

ELBOW DOWN

ELBOW UP

RETURN

DOMESTIC HOT WATER

SS

HWR CLEANOUTCO

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

ASSE

NOT TO SCALEN.T.S.

NOT APPLICABLEN/A

HWR

HORSE POWERHP

GALLONS PER MINUTEGPM

GALLONS PER HOURGPH

GALLONSGAL

FIRE PROTECTIONFP

FLOOR DRAINFD

SANITARY SEWERSS

VENT THROUGH ROOFVTR

MINIMUMMIN

MAXIMUMMAX

KILOWATTKW

W/

WCO

WH

DIAMETERDIA

DRINKING FOUNTAINDF

DOMESTIC COLD WATERDCW

DOMESTIC HOT WATER

TYPICALTYP

TEMPERATURE AND PRESSURET&P

REVOLUTIONS PER MINUTERPM

REQUIREDREQ'D

2 1/2" OR LESS 1/4" PER FOOT

3" TO 6" 1/8" PER FOOT

8" OR LARGER 1/16" PER FOOT

SIZE MINIMUM SLOPE

HORIZONTAL DRAINAGE PIPE

MINIMUM SLOPE OF

NECESSARILY USED ON THE DRAWINGS )

(ALL ABBREVIATIONS SHOWN ARE NOT

GALLONS PER MINUTEGALLONS PER MINUTE

GALLONS PER HOURGALLONS PER HOUR

GALLONSGALLONS

SANITARY ENGINEERS

AMERICAN SOCIETY OF

CLEANOUTCLEANOUT

DIAMETERDIAMETER

DRINKING FOUNTAINDRINKING FOUNTAIN

DOMESTIC COLD WATERDOMESTIC COLD WATER

ECO EXTERIOR CLEANOUT

EPDM ETHYLENE PROPYLENE DIENE MONOMER

ETC ETCETERA

EWH ELECTRIC WATER HEATER

FLOOR DRAIN

FIRE PROTECTION

HORSE POWER

HOT WATER RETURN

KILOWATT

MAXIMUM

MINIMUM

NOT APPLICABLE

NOT TO SCALE

REQUIRED

REVOLUTIONS PER MINUTE

SANITARY SEWER

TEMPERATURE AND PRESSURE

TYPICAL

VENT THROUGH ROOF

WITH

WALL CLEAN OUT

WALL HYDRANT

WATER CLOSETWC

G-101

P

PLAN

SCALE: NOT TO SCALE

STAFF REGARDING MATERIAL LAY DOWN AREAS AND VEHICLE PARKING.

1. CONTRACTOR WILL COORDINATE AND RECEIVE APPROVAL FROM PROJECT

NOTES:

SECURITY GATE/ACCESS CARD LOCATION

CARD LOCATION

SECURITY GATE/ACCESS

OPERATIONS BUILDING

P lo t im e t a te il m

:3

:4

/1 /2 c d o u n ts d s e tt in s \h c x jd h \p w o rk \c e lr

\d

\Q

-M

13121110987654321

A SHEET ID

/8

MD -101

02 2 4FT

SCALE: …''= 1'-0''

IR

IX

3" F.D.

FIRST FLOOR PLAN

(VENTED INSIDE )

1/2" C.W. - 1 1/2" W.

ELECTRIC WATER COOLER

2" C.W. RISER

EXHAUST FAN

.C

-1

.W

LAV.

1-1/2" VENT

2" V

SHOWER

SERVICE SINK

-1

2" RE-VENT LINE ABOVE

4" WASTE

4" V THRU. ROOF

4" W.

1-1/2" W 1-1/4" V.

1/2" C.W.-1/2" H.W.

KITCHEN UNIT

VENT

S.S.

2" V. THRU. ROOF

1-1/4" VENT

W.C.

U.

(COVERED )

4" V. 2" V 1-1/4" V.

BATHROOM

WOMEN'S VISTOR

MEN'S VISTOR

EMPLOYEE

LAV.LAV.

BARS

GRAB

ON DWG M-601)

(SEE NOTE 3

DRAIN AT WALL.

CAP KITCHEN SINK

WALL (SEE NOTE 7 )

BE CAPPED BEHIND THE

PIPE CONNECTION TO

WALL (SEE NOTE 7 )

BE CAPPED BEHIND THE

PIPE CONNECTION TO

SEE NOTE 9

DURING PROJECT DURATION.

9. CONTRACTOR IS PROHIBITED FROM BLOCKING ANY EXTERIOR BUILDING ACCESS

CONTRACTOR.

8. ANY DAMAGED STRUCTURAL GLAZED TILE MUST BE REPLACED IN KIND BY THE

CAPPING PIPE BEHIND WALLS.

7. STRUCTURAL GLAZED TILES CAN BE REMOVED AND REUSED TO MAKE ROOM FOR

6. ALL DECONSTRUCTION WORK TO BE DONE BY CONTRACTOR IS COLORED GREEN.

5. ALL DECONSTRUCTED FIXTURES WILL BECOME GOVERNMENT PROPERTY.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS.

DECONSTRUCTION WITH SIMILAR OR COMPROBABLE MATERIALS.

3. CONTRACTOR SHALL REPLACE ANY DAMAGED MATERIALS NOT AFFLIATED WITH

MEET ABA COMPLIANCE WITHOUT CAUSING DAMAGE TO EXISTING FIXTURES.

2. CONTRACTOR SHALL DECONSTRUCT ALL NECESSARY FIXTURES TO

1. SEE REFERENCE DRAWINGS Q9-70/2.4, Q9-70/8.3, AND Q9-70/14.2.

DECONSTRUCTION NOTES:

P t

:5

:4 d o n s e c rk \c e lr

MD-102

18'-0"

1" COMP. AIR LINE

WATER

4" C.I. POTABLE

2" W

C.O.

9'-9" ABOVE FLOOR

BASEMENT PLAN

0 TO 200 PSI.

W/ SHUT-OFF COCK

PRESS. GAGE

HOSE CONN.

VALVE W/

1" GATE

6'-6" ABOVE FLOOR

HOUSE (SEE DWG. 27/9)

SUPPLY TO POWER

" POTABLE WATER2

" GALV.2

" COPPER2

FIRST FLOOR

2" C.W. TO

ADAPTER

TO SCREWED JOINT

GALV. CPLG. & SWEAT

POINT

INSULATED FROM THIS

ALL POTABLE LINES

1-1/2" C.W.

VALVE SET @ 30 PSI.

3/4" PRESS. RELIEF

COPPER

" SWEAT JOINT2

W/ GRD. STRAP

INSULATING FLANGE

BETWEEN FLANGES

" SCR. GALV.2

4" X 2-1/2" REDUCING FLANGE

3" C.I. RAINLEADER

WALL

SUPPORT ON FOUNDATION

4" C.I. RAINWATER LINE

TRAP

3" R.L.

(BELL & GOSSETT )

VALVE SET @ 12 PSI.

3/4" PRESS. REDUCING

NEAR FLOOR

1-1/2" W. ALONG WALL

TO CHILLER

3/4" MAKE-UP

E.W.H.

4"

1W

1L

EYE WASH & LAV.

3/4" COPPER TO E.W.C.,

3" W.

3/4" C.W.-3/4" H.W.

PLUG.

CAP

4" W. C.O.

" W.2

" H.W.2 1" C.W.-2

CLEAN OUT

1-1/2" PLUGGED TEE

THRU. WALL NEAR FLOOR

DROP WASTE AND CARRY

5"X8" INCREASER

3" R.L

EMPTY INTO OPEN DITCH

2" W.

5" O.D. WASTE LINE

SEE NOTE 10

(COORDINATE WITH PROJECT STAFF )

CONTRACTOR GARAGE ACCESS

MUST BE APPROVED BY THE CONTRACTING OFFICER.

12. ANY REPLACEMENT MATERIALS FOR DAMAGE CAUSED BY THE CONTRACTOR

STAFF NORMAL OPERATION AS LITTLE AS POSSIBLE.

TO MAKE SURE THAT THE CONTRACTOR'S WORK INHIBITS THE OPERATIONS

11. CONTRACTOR WILL WORK WITH BARKLEY LOCK OPERATIONS PERSONNEL

10. CONTRACTOR WILL NOT DEMOLISH THE WALL TO REMOVE THE PIPE.

9. ALL DECONSTRUCTION WORK TO BE DONE BY CONTRACTOR IS COLORED GREEN.

8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND PIPE LAYOUT.

7. EXISTING SEWER PIPE SHALL BE RECYCLED AT CONTRACTORS EXPENSE.

IS PRESENT CONTRACTOR SHALL ADHEAR TO SPECIFICATION 02-83-20.

6. CONTRACTOR SHALL TEST SEWER PIPE PAINT FOR LEAD. IF LEAD BASED PAINT

RELATED TO THE KITCHEN SINK DRAIN.

5. CONTRACTOR SHALL AVOID CUTTING INTO CONCRETE EXCEPT FOR TASKS

FIRST UNION.

4. ALL WALL AND CEILING PIPE PENETRATIONS WILL REMAIN IN PLACE UP TO THE

THE SEWER PIPE DECONSTRUCTION WITH SIMILAR OR COMPROBABLE MATERIALS.

3. CONTRACTOR SHALL REPLACE ANY DAMAGED MATERIALS NOT AFFLIATED WITH

UNION WITHOUT THE USE OF CUTTING TOOLS.

2. ALL SEWER PIPE WILL BE DECONSTRUCTED AT EACH JOINT OR

DECONSTRUCTION NOTES:

P

M-101 t

:0 d o n s e c rk \c e lr

IR

IX

P

I

(VENTED INSIDE)

1/2" C.W. - 1 1/2" W.

-1

1-1/2" VENT

2" V

-1

S.S.

1-1/4" VENT

W.C.

(COVERED )

4" V. 2" V 1-1/4" V.

WOMEN'S VISTOR

MEN'S VISTOR

1/2" C.W.-1/2" H.W.

EMPLOYEE

DRAIN PIPE (SEE NOTE 4 )

NEW 1-1/2" KITCHEN SINK

WALL (SEE NOTE 10 )

EXISTING PIPE AT

CAP AND COVER

WALL (SEE NOTE 10 )

EXISTING PIPE AT

CAP AND COVER

SEE NOTE 11

SEE NOTE 11

SEE NOTE 2

TYPICAL TOILET ELEVATION TYPICAL TOILET PLAN

SCALE: NOT TO SCALE SCALE: NOT TO SCALE

DISPENSER

TOILET PAPER

GRAB BARS

GRAB BARS DISPENSER

TOILET PAPER

TOILET

EXISTING

EXISTING

SPACE

60" TURNING

SPACE

60" TURNING

KITCHEN SINK.

14. CONTRACTOR WILL COORDINATE WITH PROJECT STAFF FOR ACCESS TO THE

THE EXTERIOR DOORS.

13. CONTRACTOR WILL HAVE ACCESS TO BOTH VISITOR BATHROOMS FROM

FEATURES WITHOUT GOVERNMENT APPROVAL.

12. NEW SINK DRAIN WILL NOT INTERFERE WITH ANY OF THE EXISTING UTILITY

11. CONTRACTOR SHALL INSTALL LOCKS ON BOTH VISTOR RESTROOM DOORS.

CAPPING PIPE BEHIND WALLS.

10. STRUCTURAL GLAZED TILES CAN BE REMOVED AND REUSED TO MAKE ROOM FOR

9. ALL ITEMS COLORED IN RED INDICATE NEW WORK TO BE DONE BY CONTRACTOR.

AFFILIATED WITH THE NEW PIPING INSTALL.

8. CONTRACTOR SHALL REPLACE ANY DAMAGED MATERIALS OR EQUIPMENT NOT

7. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS.

WILL BE PRESENTED FOR RECEIVING TO THE CONTRACTING OFFICER.

6. ALL DECONSTRUCTED FIXTURES WILL BECOME GOVERNMENT PROPERTY AND

CAPPED BEHIND THE WALL AND COVERED TO MATCH EXISTING WALL.

5. ALL SUPPLY AND WASTE PIPES ASSOCIATED WITH REMOVED FIXTURES WILL BE

ADHERE TO SPECIFICATION 22-00-00.

SHOP CEILING AS SHOWN WILL CONNECT BACK TO THE MAIN SEWER LINE AND

4. NEW DRAIN PIPE CONNECTED TO KITCHEN SINK THAT PENETRATES THROUGH THE

ABA GUIDELINES.

3. TOILETS MUST BE IN ACCORDANCE WITH ARMY REG. 600-7 AND DOD

2. SINKS MUST BE IN ACCORDANCE WITH ARMY REG. 600-7 AND DOD ABA GUIDELINES.

INSTALLATION NOTES:

P

M-102 t

:0 d o n s e c rk \c e lr

18'-0"

3/4" PRESS. RELIEF

4" X 2-1/2" REDUCING FLANGE

FOUNTAIN

DRINKING

(BELL & GOSSETT )

3/4" PRESS. REDUCING

1-1/2" W. ALONG WALL

3/4" MAKE-UP

3/4" C.W.-3/4" H.W.

CONTINUATION, SEE DRAWING 3/15

5" O.D. WASTE LINE FOR

3" R.L

(SEE NOTE 2 )

SEWER PIPE

NEW 1-1/2" KITCHEN SINK

CAPPED AT FIRST UNION

EXISTING PIPE

( SEE NOTE 5 )

NEW P-TRAP

P-TRAP

SEE NOTE 4

8. ALL NEW CONTRACTOR WORK IS COLORED IN RED.

OR EXISTING MATERIALS OR EQUIPMENT.

AFFILIATED WITH THE NEW PIPING INSTALL AND SHALL MATCH THE ORIGINAL

7. CONTRACTOR SHALL REPLACE ANY DAMAGED MATERIALS OR EQUIPMENT NOT

FROM THE COR TO MEET FIELD CONDITION.

PIPE FITTINGS SHALL BE MADE BY THE CONTRACTOR WITH THE APPROVAL

PIPE LAYOUT IS A SCHEMATIC DIAGRAM. THE EXACT LAYOUT OF PIPE AND

6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND PIPE LAYOUT.

5. NEW P-TRAP WILL CONNECT BETWEEN 1-1/2" AND 2" PIPE

4. NEW 2" SEWER PIPE SHALL BE HUNG USING NEW HANGERS.

SEWER PIPE EXCEPT WHERE NOTED.

3. NEW SEWER PIPE SHALL FOLLOW SAME LAYOUT AS DECONSTRUCTED

GRAVITY FED SEWER PIPE AS DESCRIBED IN SPECIFICATION 33-30-00.

2. NEW 1-1/2" SINK SEWER PIPE SHALL MEET REQUIREMENTS FOR

INSTALL NOTES:

P t

:2 d o n s e c rk \c e lr

-6

0 1"1" 2"

SCALE: 12''=1'-0'' M-601

IA

L.

2"

E.

3"

.D

ASHEYE

WASTE LINE RISER DIAGRAM

C.

O.

" W

D.

F.

" V

. C.

5"

HOW

ER

DRAI

S.

." W

D.F.

5" WASTE LINE

OM

EN

OM

.M

.M

EM

P.

.EM

P.

SEE

NOTE

SI

NK

SEE

NOTE

KI

TCHEN

SHOWN. SEE DRAWING M-102 FOR NEW LOCATION OF PEATRAP.

THROUGH NEW FLOOR PENETRATION WILL CONNECT AT JUNCTION

3. KITCHEN SINK PIPE SHALL BE CAPPED AT FIRST UNION. NEW PIPE

BY CONTRACTOR.

2. ALL PIPING COLORED IN GREEN SHALL BE REMOVED AND REPLACED

NOTES:

VISITORS LOBBY

FLOOR WALL CEILING BASEROOM

OPERATIONS ROOM

PASSAGE

STORAGE

WOMEN'S TOILET

MEN'S TOILET

JANITOR CLOSET

LOCKER ROOM-SHOWER

KITCHEN

COMPUTER ROOM

LOCKMASTER'S OFFICE

CONFERENCE ROOM

BASEMENT STAIR

EQUIPMENT ROOM

SHOP

STORAGE (TOOL)

PAINT, OIL STORAGE

TERRAZZO PLASTER ACOUSTICAL TILE

TERRAZZO ACOUSTICAL -

TERRAZZO ACOUSTICAL -

CONCRETE PLASTER PLASTER CONCRETE

TERRAZZO TILE PLASTER -

TERRAZZO PLASTER -TILE

TILE

PLASTER

CONCRETE

TERRAZZO

ACOUSTICAL

NONE

ROOM FINISH SCHEDULE

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGR. CONST. DIVISION

OMPUTER

IDED

RAFTING

ESIGN &

12345

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

Record Drawing as constructed dated

Approved By:

ENGINEER

Scale:

REV. DESCRIPTION DATE APPROVED

REVISIONS

BY

2'-9"1'-4"

1'-4" 22'-6" 12'-10" 1'-4" 29'-0" 1'-0" 15'-2" 1'-4"

38'-0" 46'-6"

4'-10""8 34'-09'-6""8

34'-0"4 123'-1

45'-6"

84'-6"

39'-0"

6'-7" 1'-4" 9'-3" 1'-4"

21'-0"

5'-0" 3'-8" 1'-4" 5'-4"

1'-4" 5'-11"

5'-0" 3'-0" 3'-0"2'-6" 2'-8" 2'-6" 5'-0" 4'-0"

3'-0"3'-0"

1" 2'-6"

BASEMENT VENT DETAIL

SCALE 1"=1'-0"

SCALE 3"=1'-0"

SECTION A

DOOR SCHEDULE

DESIGN LIVE LOADS:

FIRST FLOOR-125 OSF

STORAGE ROOM-250 PSF

BASEMENT FLOORS, MACHINERY ROOM AND SHOP-150 PSF

4" 8"

1'-4"1'-10"

TYPE LTYPE K

TYPE A TYPE B TYPE C TYPE D & E TYPE F TYPE G & H TYPE JTYPE I

TYPE OTYPE N

1'-4"

8"

TYPE M

12" 10'5'0

SECTION B-B

"=1'-0"4

3SCALE:

8'-6"

6'-0"

"8 14 9" "8

34'-8 "2 18 "8

34'-8 "8 55'-2 3'-4" 2'-5" 2'-10" "8

31'-4 "8 33'-4 "8

31'-4 2'-10"

39'-0"

58 "8

15'-5

14 9"

34'-8

15'-5

10'-1" "8

34'-8 "8

36'-7 "2 15'-2 "8

34'-0 "2 15'-2 "8

34'-0 "8 14'-10 "8

13'-1 "8

13'-1 "8

34'-0 4'-10"

84'-6"

46'-6"38'-0"

21'-6"

26'-0"

45'-6"

4'-10""8 34'-04'-6""8

34'-03'-4""2 11'-8"8

33'-46'-3""8 33'-4"2

16'-7

2'-10" 6"

4'-1"

1'-0" 14'-0" 6" 5'-0" 6" 9'-0" 9'-0" 8" 7'-0" 7'-0" 12'-0" 11'-6" 1'-0"6" 6" 6"

1'-0"24'-0"6"8'-6"6"12'-0"1'-0"

5'-6"6'-0"

4"4"X 8"

6"

"2 14"4

"4

13'-5

11'-0 "8

33'-4

3'-10"6"

5'-8"

1'-5" l i t

:2 e r e c x j d s k t o p r o j e c t s r la n

G.B.H.

R.H.T.

SEPTEMBER 1958 1/4"=1'-0"

1 11-21-58

12-27-612

6-27-863

C.W.B.

M.F.

ADDED DESIGN LIVE LOADS (AMEND. #4)

REVISED TO CONFORM WITH SHOP DRAWINGS

REVISED TO SHOW UPDATED AS CONSTRUCTED STATUS

EQUIPMENT ROOM

STORAGE (TOOL)

PAINT & OIL STORAGE

-4

DH

5-6

B B

GLASS

TINTED

PANEL

METAL

" THICK8

11 " THICK ALUMINUM8

-8

UP 20R.

OBSCURE

ALL DIMENSIONS SHOWN ARE OPENING SIZE

OTHERWISE NOTED

" THICK, UNLESS4

3ALL DOORS TO BE HOLLOW METAL, 1

D.N.

-9

-7TOILETH

-6H

-5

MEN'S TOILETPASSAGE

VISITORS LOBBY

PIPE SPACE

ROOM

COMPUTER

OFFICE

LOCKMASTERS

H H

DESK DESK

B H

LOCKER ROOM

CONTROL JOINT

CONCRETE WALK

8 A.M-4 P.M.

INFORMATION CENTER

RAMP TO DRIVE

TELEPHONE

PUBLIC

3" DIA. RAIN LEADER

FAN COIL UNIT

MOUNTED

FLOOR

CONCRETE WALK

LOCK WALL

FLOOR-MOUNTED

SEE DETAILS SHEET 4

METAL STOOL AND MULLION

EXPANSION JOINTEXPANSION JOINT

CABINET

FIRST AID

DISPLAY CABINET

SHELF

TRANSCRIBER

OPERATIONS ROOM

F.E.

OPEN

BOARD

BULLETIN

SWITCHBOARD

M.T. M.T.

EXPANSION JOINT

OVER

MIRROR

TOWEL HOLDER

PAPER

H.C. SINK

M.T.

HMETAL PARTITION

WOMEN'S TOILET

E.W.C. CABINET

KEY

BULLETIN

FOR DETAILS

SEE DWG. 70/5

6"X4" ANGLE

TILE CURB

LOCKERS

CAB.

CAB. F.E.

THRESHOLD

METAL METAL STOOL

FAN UNIT

METAL STOOL

STONE SILL

HANDRAIL

16"

3X2

1L4X3TERRAZZO FLOOR & BASE

"R 4

"R 4

WIRE MESH 10"X10"X10/10

MORTAR

LINE VENT WITH

6-B OR EQUAL.

CONSTRUCTION SPECIALTIES INC.

CONTROL, KEY TYPE OPERATOR.

VENT WITH EXTERIOR DAMPER

8"X16" ALUMINUM BRICK SIZE

THIS SIDE.

ROOM VENT FROM

AND ADJACENT STORAGE

PAINT & OIL STORAGE

LOCATION

PLAN FOR

SEE BASEMENT

CURRENT

DRILL PRESS

E.W.C.

WORK BENCH HAND PRESS WORK BENCHGRINDER

DRILL PRESS

WORK BENCHLOCKERS

LOCKERSSHELVES

SHELVES

WATER CHILLER

8"X16" VENT, SEE DETAIL

3" DIA. C.I. RAINLEADER

PUMP BASES

RELAY CABINET

LEADER STORAGE

STORAGE TANK

HYDRAULIC OIL

INDIVIDUAL DOGGED DOOR

26"X48" WATER-TIGHT

HEINTZ MFG CO. OR EQUAL

TRANSFORMER

PANEL

DISTRIBUTION

HOSE RACKS

MISC. EQUIPMENT HANGERS

LOCKERS

CONCRETE MASONRY UNIT

LOCK WALLSLAB LINE ABOVE

MON. JOINT

LOCKER

STRAPS-24" C.C.

"X0'-10" ANCHOR4

1SIDES. 2"X

" ANGLE FRAME, TOP AND2

14"X4"X

DOOR

OVERHEAD

CARRIER

PERSONNEL

PANEL BOX

TELEPHONE TERMINAL CABINET

LATHE

LOUVER

ONLY)

(LOCKSIDE

PLATE GLASS

CLEAR

METAL PANEL

DOOR "H"

LOUVER IN

DOOR "E" ONLY

LOUVER IN

SCREEN

OR EQUAL

KINNEAR, ROL-TOP STEEL DOOR

10'-0"x9'-0" OPENING SIZE, WEATHER STRIP

RUBBER

SCREEN

PLATE

CLEAR GLASSOBSCURE GL.

ALUMINUM PANEL

LUNCH ROOM

EMPLOYEE'S

DN. 20R.

THRESHOLD

METAL

OO

ROOM

CONFERENCE

9'-6" OPG.

FLOOR MOUNTED

JOINT

CONTROL

DRYER

HAND

HOT AIR

INTERCOM

H'D CAP DRINKING

BULLETIN THERMOMETER

EYE WASH

WH

J.D.H.2-17-214 CONVERTED TO CAD

Q9-70/2.4

PLANS AND DETAILS

OPERATION BUILDING

LOCK

BARKLEY DAM PROJECT

KENTUCKY AND TENNESSEE

CUMBERLAND RIVER

REFERENCE O

NLY

SECTION A-A

WASTE LINE RISER DIAGRAM

WATER SUPPLY RISER DIAGRAM

TYPICAL WATER CLOSET CONN.

EXHAUST FAN DETAIL

4"10"4"

9'-0"

A A

HOW

SEE DRAWING 3/15

5" WASTE LINE

NKKI

EYE

ASH

5"

LAV.W.C.

(COVERED)

S.S.T

3" F.D.3" F.D.

ROOF

THRU

" VENT2

FACING UNITS

STRUCTURAL GLAZED

FIN. FLOOR

CHAIR

2" VENT

CLOSET FITTING

HORIZONTAL WALL

(VENTED INSIDE)

1" C.W.-12

" V.4 1" W-12

SHOW

.H

DRI

NKI

NG

FOUNTAI

KI

NK

" C

. S

UPP

LY

" H

ATE

SUPP

LY

OTABLE

43 " H t e r e c x j d s k t o o j e c t s r n

1 12-28-61

6-27-862

REVISED TO CONFORM WITH SHOP DRAWINGS

REVISED TO SHOW UPDATED AS-CONSTRUCTED STATUS

C.W.B.

JRL

CEILING, GRILLE, & DAMPER

8" DIA. GRAVITY VENT

GRAB BARS

HANDICAP

" VENT2

2" V.

4" V. 2" V " V.4

" VENT4

(0 TO 100 PSI.)

HOSE CONNECTOR

PLUG-IN TYPE AIR

1" GATE VALVE

AIR HOSE CPLG.

1" QUICK-DISCONNECT

THRU WALL

1" AIR SUPPLY

PRESS. REGULATING

SUPPLY PRESSURE.)

WHEN USING FULL AIR

(MAY BE DISCONNECTED

FLEXIBLE HOSE

BUSHING

"4 11"X

" REDUCING FLANGE2

14"X2

" C.W.2

" PRESS. RELIEF4

(BELL & GOSSETT)

" PRESS. REDUCING4

EYE WASH & LAV.

" COPPER TO E.W.C.,4

CLEAN OUT

" PLUGGED TEE2

" C.W.2

CONTINUATION, SEE DRAWING 3/15

5" O.D. WASTE LINE FOR

VALVESTOP

AND

ASTE

PLUG

TO

POW

HOUSE

BIRD SCREEN

FLASHING

24" C.C.

14" BAR JOIST

CEILING REGISTER

CONCRETE CURB

ROOF

ACOUSTICAL CEILING

LOUVER

AUTOMATIC

" S.P.8

1LESS THAN 3000 C.F.M. @

SPEED MAX. HIGH SPEED NOT

FAN. 700 R.P.M.-4000 F.P.M. TIP

2-SPEED, BELT DRIVEN CENTRIFUGAL

" W. ALONG WALL2

" MAKE-UP4

" H.W.4 3" C.W.-4

G.B.H.

R.H.T.

SEPTEMBER 1958 1/2"=1'-0"

3 CONVERTED TO CAD 2-17-21 JDH

Q9-70/8.3

PLUMBING AND VENTILATING

FRAME TO TOP OF MANHOLE

TO MANHOLE WALL, AND COVER/

INLET/OUTLET PIPE CONNECTIONS

NOTE: GROUT R.C. PIPE JOINTS,

EXISTING CONTOUR LINE

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER & AIR LINES, AS NOTED

18"

DETAIL, THIS DRAWING

NOTE: SEE PIPE SUPPORT

8'-0" 6'-9" 21'-2"

20'-0"

2'-0"

" 1

5'-0"

21'-2"

20'-0"

" 1

5'-0"

6'-8"

21'-10"

7"

"3"

3"2'-0"

7"7"

5'-0"10'-4"

12"

4""2

9"

1'-0"

SEPTIC TANK OUTFALL

TYPICAL DETAIL

"=1'-0"2

1SCALE:

PLAN

CHLORINATION MANHOLE & SEPTIC TANK DETAIL

SECTION SCALE 1"=30'

SITE PLAN

SECTION B-B

SECTION A-A

1SCALE: 1

PIPE SUPPORT DETAIL

IE

6'-0" 5'-0" 4'-0"

ST

LEGEND

MACHINERY ROOM

W.H.

-C

.0

.0

C LOCKL

15" PERF.

.8

8" C.I.

Y18"

6" CLAY PIPE

ROCK FILL

TOP OF LOCK WALL, EL. 382.0

CABLE TRAYS

3" RAW WATER

2" AIR

3" POTABLE WATER 11

2" P.V.C.

CHLOR. LINE

SIDE BEAM BRACKET WITH SPLIT PIPE

RINGS (10'-0" CENTERS)

ANCHOR CHAIR AND 3" RAW

WATER LINE NOT SHOWN

ADJUSTABLE RING, FED. SPEC. WW-H-171C,

TYPE 7, GRINNELL FIG. 269, OR EQUAL (5'-0" CENTERS)

16" HOLES FOR ANCHOR BOLTS

ANCHOR CHAIR, FED. SPEC.

WW-H-171, TYPE 13

2" BLACK STEEL SCHEDULE

40 PIPE (AIR LINE)

3" POTABLE WATER

TOP OF PIPE EL. 370

LOCK WALL 6" C.I. PIPE

SEPTIC TANK

TO PIPE GALLERY

INDIVIDUAL DOGGED DOOR

26"X48" WATER-TIGHT

I, 2 #122

PANEL LC5

2" P.V.C. CHLORINE LINE

MAINTAIN EXISTING

INVERT ELEVATION

ECCENTRIC CONE (R.C.P.)

8"X6" CISP TEE

8" C.I.S.P.

REMOVE 6" C.I.P.

8" C.I.S.P. CROSS

R.C. PIPE

#6 BARS @ 12" O.C.

EL. 370

WATER SURFACE

REINFORCEMENT NOT SHOWN

8" C.I. PIPE

CHLORINATION MANHOLE

MANHOLE FRAME AND COVER, JOHN BOUCHARD

& SONS CO. NO.1210, OR EQUAL. (WATERTIGHT)

ACCESS M.H.

2" AIR 3" RAW WATER

3" GATE VALVE IN

POTABLE WATER LINE

SEPTIC TANK

CHLORINATION MANHOLE

2" PVC CHLORINE LINE

PARKING

CATCH BASIN

D.F.

THIS DRAWING

SEE TYP. DETAIL,

ACCESS M.H.

CABLE TRAYS

2" AIR

EL. 370.0

" PVC CHLORINE LINE2

C PIPE GALLERY

" CONDUIT TO SWITCH (1' ABOVE PVC PIPE)2

2" P.V.C. CHLORINE LINE

EXIST. 6" CLAY PIPE

C.I.P.)

(CUT. EXIST.

2" P.V.C. CHLORINE LINE,

SCHEDULE 80, THREADED

FITTINGS

MEDIUM WELDED STEEL BRACKET. FED.

SPEC. WW-H-171, TYPE 23

t e r e c x j d s k t o o j e c t s r n

E.P.D.

1/4"=1'-0"APRIL 1970

JTP

1 11-21-58

AS-CONSTRUCTED STATUS

REVISED TO SHOW UPDATED

CMC

Q9-70/14.2

SEWAGE CHLORINATION FACILITIES

2 CONVERTED TO CAD 02-17-21 JDH

Contract Drawings

Q9-BL-G-001

Q9-BL-G-002

Q9-BL-G-101

Q9-BL-MD-101

Q9-BL-MD-102

Q9-BL-M-101

Q9-BL-M-102

Q9-BL-M-601

Reference Drawings q9-70^2.4 q9-70^8.3 q9-70^14.2