ST_STEPHEN_100-REF_DWGs_A_Color.pdf

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43T-

ISL

T R

FV

115 KV

KINGSTREE LINE

800A

V F SYN F V

RUNNING

INCOMING

SYNC SCOPE

25W

SYNC TRANSFER RELAY

T1

T1

LINE

TRAP 52-42

(248) Y

C

K27L2

(247)

(157)

M 2

51T

NXI

TNI

FANS

T1

TX1

Y

2000/5

(710)

M

ANN.

GEN SYNC SWITCH

14,400-120V

0.25 MFD.

15 KV

1200/5

(715)

GNI

ISG

115 KV MAIN BUS

TO DATA SYSTEM

W

TD

VAR

TD

B 21-1 21-2

RECLOSURE

P 21P 215

SPEED ADJ

SYNCHRONIZER

(812)

50/5

2000/5

2000/5

(814)

T

B

52-SS1

1600A

W AS WH VS

A V

DATA

B1

BUS GROUND

SS BUS 1

ALL STATION SERVICE PT'S 480-120 V.

(830)

SS BUS 2

B

A

VOLTAGE

BALANCE

SYNC

ACCEPTOR

TIME DELAY 45 SEC

43 VR 43 FR

ANN

S2X

S2

SN2

2 50/5

OVERCURRENT RELAY

2000/5

S1

S1X

SN1

ANN

SS1

SS1X

SS2X

SS2

VS WH AS W

T

B

DATA

V A

52-SS2

1600A

B2

(824)

2000/5

2 2

(822)

T2

T2

14,400-120V

0.25 MFD.

2000/5

(720)

2000/5

RUNNING

INCOMING

RUNNING

INCOMING

M

(137)

89-34

1200 A

KEY RELEASE

27L1 K

(145)

89-35

ISL

43T-

N

I

NT

A W VAR

V

TD

VS

V

DATA

PH

SH

89-45

L2

T

B

A

LINE

TRAP

T R

1200/5 MR

800/5 TAP

1200/5 MR

800/5 TAP

1200/5 MR

1200/5 TAP

Y

(147)

115 KV

PINOPOLIS LINE

BUS PT POT

BUS DIFF CT

52-32

(148)

C

TO DATA SYSTEM

P

M

Y

51T

NX2

TN2

T2

TX2

FANS

ANN.

ISG

15 KV

1200/5

(725)

GN2

W

TD

VAR

TD

A W VAR

V

TD

VS

V

T

B

B 21-1 21-2

PH

SH

DATA

NT

89-35

21P 21S

N

I

L1

ISL

52-22 (118)

Y

G3

G3

3-L.A'S. 96 KV

T3

T3

T

BALANCE

V

P O

W E

R

A M

P L

IF

IE

R

MAX. EXC.

LIMITER

MIXING

AMPLIFIER

REF. VOLT

LINE DROP

COMPERS

MIN. EXC.

LIMITER

VOLTAGE

COMPAR.

ADJUST

(735)

1200/5

F

E

E

V A

TD TD

52E

T

TURBINE

SSG

GN3

RPM

RS

A N

N

B

RSC

RST

PMG

120V PREF. A.C.

14-50

15KV

0.25 MFD3

PT'S

14,400-

120V

TB

V F

TO

TB

WH 40

G

G

V

G

G

ANN.

ISG(730)

1800/5

Y ANN

3 49

T3

TX3

FANS

51T

NX3

TN3

P

P

(101)

89-14

1200A

ISL

Y

Y

52-12 C

(128)

B

B

F

V

TD

3 HI-LO

DATA

WH WH

WH

D

IN OUT

TO

GOV.

DATA SYSTEM

GT

GG

T

W

VAR

W

TD

VAR

TD

W

TD

W VAR AS

V

TD

VS

A V

PH. SH.

TRANSFORMERS

26900/35800 KVA, OA/FA,

RELAY OR INSTRUMENT

SWITCH

RESISTANCE TEMPERATURE DETECTOR

THERMOMETER BULB

DISCONNECT LINE

AMMETER

RECORDING INSTRUMENT

AMMETER SWITCH

ANNUNCIATION

BALLHEAD MOTOR

COUPLING CAPACITOR POTENTIAL DEVICE

FREQUENCY METER OR RECORDER

GENERATOR

LIGHTING ARRESTER

A

AS

ANN.

B

CCPD

F

G

LA

MULTI RATIO

PHASE SHIFTING TRANSFORMER

PERMANENT MAGNET GENERATOR

POTENTIAL TRANSFORMER

ROTATION SIGNAL COUPLER

ROTATION SIGNAL TRANSFORMER

SYNCHROSCOPE

TEXT BLOCK

TRANSDUCER

TEMPERATURE

THERMAL CONVERTER

MR

PH. SH.

PMG

PT

RSC

RST

SYN.

TB

TD

T

TC

V

VAR

VS

W

WH

K

T/R

ISG

ISL

D

VOLTS - VOLTMETER OR VOLT. RECORDER

VARMETER OR RECORDER

VOLTMETER SWITCH

WATTMETER OR RECORDER

WATTHOUR METER

SOLENOID KEY-RELEASC

CARRIER TRANSMITTER - RECEIVER

GENERATOR SYNCHRONIZING SWITCH

LINE SYNCHRONIZING SWITCH

RECORDING DEMAND METER (1HR INTERVAL)

LEGEND

NOTES

THESE REVISIONS DO NOT APPLY TO GENERATOR

CONTACT DACW 60-77-C-0016. ADDED:

(1) OPERATING NUMBERS FOR SWS. AND BREAKERS,

WHICH ARE SHOWN IN PARENTHESES, (2) 25 W FOR

SYNC. BUSES, (3) SUPV. PTS. FOR 89-T1, -T2, & -T3,

AND (4) A SET OF BUSHING CT'S. FOR LINE OCB'S.

DELETED 49G. REARRANGED S.S. INSTR. & METERING.

COMBINED REVENUE METERING AT ONE POINT

FOR TOTAL PLANT. REVISED SWYD. CT TAP SETTINGS.

(1) ADDED WATT TRANSDUCERS FOR GOVERNORS.

(2)CHANGED MOD. 89-T1, -2, & -3 RATINGS FROM 600A TO 1200A

(3)CHANGED NUMBER OF STA. SERV. CT'S FROM 3 TO 2.

DELETED GROUNDING SWITCHES 89TG1, 89TG2, AND 89TG3.

ALSO INCLUDED IN R-1 IS THE GOV. WATT TRANSDUCER WHICH WAS

ADDED TO THIS DWG. BY REV.

1.

2.

3.

SSG - SPEED SIGNAL GENERATOR

GENERATOR 1-3

28,000 KW, 0.9 P.F.,

35,778 KVA,

POWER - PLANT

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

GENERATORS

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

G-3

SHEET 3 OF 3

CR - GN - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

77 - B - 0012

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

ISSUED FOR INVITATION NO. DACW 60-78-B-0012

GENERAL REVISION - SEE NOTE 1 7-17-78

7-17-78 -

1235 4

A

B

C

D

1235 4

A

B

C

D

MAIN ONE LINE DIAGRAM

G-3

ISSUED UNDER INVITATION NO. DACW 60-78-B-0023 8-14-78 -

ISSUED UNDER INVITATION NO. DACW 60-79-B-0001 1-15-79 -

6-8-79 -

DESIGN CHECK

PREPARED BY:

PRINCIPAL OF FIRM

REVIEWED:

CHIEF, ELECTRICAL SECTION

RECOMMENDED:

CHIEF, DESIGN BRANCH

DATE: 15 JANUARY 1979

5 ISSUED UNDER INVITATION NO. DACW 60-80-B-0005

ISSUED UNDER INVITATION NO. DACW 60-79-B-0030

REVISIONS CONTINUED

8 NOV 79

20 JUN 79 -

- 1

43T-

M

M

Y

3-CCPD

69 KV-

115/69V

1200/5 MR

800/5 TAP

1200/5 MR

800/5 TAP

89-41

1200A

1200/5 MR

1200/5 TAP

(245)

89-45 (249)

89-43

1200A

89-T1

1200A

1200/5 MR

400/5 TAP

1200/5 MR

1200/5 TAP

3-L.A'S.

96 KV

2000/5

2000/5

GEN.

#1

89-NI

400A, SP

52-G1

2000A

500MVA I.C.

52-BT

1600A

STA. SERV. TRANSFORMER 1

1000 KVA, 13800 - 480V

52-S1

1200A

750 MVA I.C.

600/5 MR

250/5 TAP

(237)

89-44

1200A

43T-

T

B

25x1B

25x1A

STA. SERV. TRANSF. 2

1000 KVA, 13800-

(FUT. 1333 KVA FA)

52-S2

1200A

750 MVA I.C.

2000/5

2000/5

FROM GEN. 2

FROM GEN. 3

3-L.A'S.

96 KV

1200/5 MR

400/5 TAP

1200/5 MR

1200/5 TAP

52-G2

2000A

500MVA I.C.

GEN.

#2

89 - N2

400A, SP

DISTR. TRANSF.

25 KVA,

12000-120/240V, STATIC EXCITATION AND

VOLTAGE REGULATION

SYSTEM

89-N3

400A, SP

DATA

SYSTEM

GEN.

#3

SURGE

PROT.

STATIC EXCITATION POWER

POTENTIAL TRANSF.

PT'S

14,400-120 V

2000/5

2000/5

52-G3

2000A

500MVA I.C.

600/5 MR

250/5 TAP

1200/5 MR

1200/5 TAP

1200/5 MR

400/5 TAP

CCPD

69 KV-115/69V

25x2B

25x2A

89-T2

1200A

(257)

600/5 MR

250/5 TAP

25x3B

25x3A

400/800/5

REVENUE METERING

TO DATA SYSTEM

(129)

89-13

1200A

1200/5 MR

1200/5 TAP

(127)

89-11

1200A

1200/5 MR

1200/5 TAP

3 PT'S

69KV-115/69V

1200/5 MR

1200/5 TAP

(119)

89-23

1200A

1200/5 MR

1200/5 TAP

1200/5 MR

800/5 TAP

1200/5 MR

800/5 TAP

(117)

89-21

1200A

43T-

T

B

3-CCPD

69 KV-

115/69 V

(149)

89-33

1200A

89-31

1200A

89-T3

1200A

(357)

CONTRACT DACW 60-79-C-0002 SEE NOTE 3 (R-1)

1 1

A B F G H

INTAKE DECK ERECTION AREA AND GEN. UNITS SERVICE AREA DRAFT TUBE DECK

EL. 110.0

ROADWAY

EL. 86.0

AIR INTAKE

LOUVER

ALUM LETTERS

(PL. PA-40)

EL. 101.0

RIBBED PATTERN

CONC SURFACE

CORPS OF ENG INSIGNE

(PL. PA-41)

8'-1"

EMPLOYEE'S

ENTRANCE

VISITORS' ENTRANCE

TO FISH LIFT OBSERVATION RM.

EL. 57.0

EL. 77.0

SECURITY FENCE

(PL. PA-38)

CONC.

RETAINING

WALL

ROADWAY

EL. 86.0

EL. 101.0

EL. 77.0

SECURITY FENCE

V-GROOVES

RIPRAP

WINDOWS

TAILRACE WALL

ERECTION BAY GEN. BAY 1 GEN. BAY 2

1 5 6 9 10 13 14 17

GEN. BAY 3 FISH LIFT

RIBBED PATTERN

CONC. SURFACES

MICROWAVE DISH

ANTENNA

ANTENNA SUPPORT (PL. PS-53)

DRAFT TUBE

GANTRY CRANE

FISH LIFT

STRUCTURE

EL. 100.50

EXHAUST

LOUVER

RIPRAP

TAILRACE WALLTAILRACE EL. 23.10

DOWNSTREAM ELEVATION

FISH LIFT

RETAINING

WALL

SOUTH ELEVATION

17 14 13 10 9 6 5 1

INTAKE

GANTRY CRANE

RIBBED PATTERN

CONC. SURFACES EL. 110.0

EL. 101.0

EL. 89.50

EL. 86.0

RIPRAP

V-GROOVESNORMAL LAKE EL. 75.40

EL. 100.50

ROADWAY

EL. 86.0

H G F B A

EL. 101.0

EL. 100.50

RIBBED PATTERN

CONC. SURFACES

DRAFT TUBE

GANTRY CRANE

EL. 77.0

SECURITY FENCE

EL. 57.0

EL. 65.0

VISITORS' ENTRANCE

AIR INTAKE LOUVER

UPSTREAM ELEVATION

INTAKE DECK

EL. 86.0

EL. 89.50

INTAKE GANTRY CRANE

INTAKE CHANNEL STRUCTURE

EL. 86.0

NORMAL LAKE

EL. 75.40

NORTH ELEVATION

012" 10' 20' 30'

SCALE: 1/16" = 1'-0'

NOTES

1. FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND

SEE PLATE PA-2

2. FOR DETAILS OF RIBBED PATTERN CONCRETE SURFACE

SEE PLATE PS-2

REFERENCE DRAWINGS

1. ROOF PLAN AND DETAIL

2. EXTERIOR WALL SECTIONS

PL. PA-22

PL. PA-18

POWERHOUSE-ARCHITECTURAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PA

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

1235 4

A

B

C

D

1235 4

A

B

C

D

EXTERIOR ELEVATIONS

1/16" = 1'-0"

DATE:

CHIEF. BRANCH

RECOMMENDED:

CHIEF. SECTION

REVIEWED:

PRINCIPAL OF FIRM

PREPARED BY:

DESIGN CHECK

L.D.W. H.W.W.

ARCHITECTURAL

DESIGN

15 JANUARY 1979

REF. N.N

F L

O W

KEY PLAN

B

C

D

E

A 1 3 5

14'-8"

1'-0"

15'-6"

4'-5 1/2" 3'-4 1/2"

CO

1'-0"1'-0"

27'-0"

6" 6"

4'-6"

11'-0"2'-0"

D O

C O

C O

2'-0"

D O

D O

D O

D O

12'-0"8"

18'-8"

8"

7'-4" 8"

31'-10"

8"

2"

5'-0" 3'-0"

DO

2'-0"

D O

D O

JQ

PA-34

C

PA-33

MJV

PA-19

C

PA-33

JT

PA-34

D

PA-33

JQ

PA-34

T

PA-33

C

PA-33

C

PA-33

JQ

PA-34

JQ

PA-34

E

PA-33

F

PA-33

JQ

PA-34

MJV

PA-19

JU

PA-34

D

PA-33

D

PA-33

JQ

PA-34

JQ

PA-34

JU

PA-34

C

PA-33

D

PA-33

JQ

PA-34

JQ

PA-34

JQ

PA-34

STORAGE AND RECORDS

CONC. TOPPING

GD

ACCESS PANEL SIM

TO DET T (PL. PA-33)

S T

A I R

N O

(P L

P A

L A

N D I N

G

E L .2

DN

32 RS

UP

32 RS

ELEVATOR NO. 1

DUCT

SHAFT

ELEVATOR

MACH ROOM

NO. 1 4

CONC. TOPPING

FE

FD ACTIVE LEAF

CONC. TOPPING TRENCH COVER

TRENCH FRAME

D-D

NOT TO SCALE

FLOOR PLAN-EL. 37.0

WIRE MESH PART.

D

PA-33

HVAC

ROOM

NO. 2

CONC

TOPPING

AIR HANDLING

UNIT #3

BASE TYPE 5

M C

C

B A

S

T Y

P E

FD

FD

ELECTRIC SHOP

CONC. TOPPING W/ METALLIC

HARDENER

FLAMMABLE

STORAGE

CONC. TOPPING

RELIEF WELL PIPE

MJV

PA-19

FE

C O

N C

T O

P P I N

G

ACTIVE LEAF

PEDESTAL

GRINDER

JQ

PA-34

TYP

C

O R

R I D

O R

N O

ACTIVE

WORK BENCH

DRILL PRESS

MAINT SHOP

POWER PANEL

H I

H

N C

C U

R B

(PL. PA-5)

FLAMMABLE STORAGE ROOM

FIRE PROTECTION SYSTEM CONTROL

CABINET AND CO CYLINDER2

PUMP ACCESS HATCHES

ANVIL

OXY-ACET.

WELDING OUTFIT

PUMP ACCESS HATCH

BOLTED TO FLOOR WITH

4-3/4" EXP ANCHOR, TYPE I

WELDING CURTAIN

PORTABLE WELDER

MATCH LINE, FOR CONTINUATION

SEE PLAN ON RIGHT

GROUNDED

WELDING

PLATFORM

PS-230-7

EL. 38.0

CONC. PEDESTALS

GATE REPAIR

CONC. TOPPING

WORKBENCH

VISE

BENCH

LATHE

FIRE EXTINGUISHER

FD

8'-0" HIGH

WIRE MESH

PARTITION

PORTABLE PIPE

THREADER

MAINTENANCE SHOP

CONC. TOPPING W/ METALLIC HARDENER

POWER

HACKSAW

WORK

SUPPORTS

SHELVES

(PL. PA-5)

(PL. PA-5)

FE

(PL.

PA-5)

WORKBENCH

C O

N T

R A

C T I O

N

J

O I N

T

TYP

SL. DN.

FD

(TYP)

GD

FD

FD

ARBOR PRESS

SHELF AREAS

LOCKED

STORAGE

CONC. TOPPING WITH

METALLIC HARDENER

B A

C K

D I V

S T

R I P

Y

O

N T

R J

T

MOBILE HOIST

FOR FLOOR PLAN OF TURBINE RM.

SEE PLATE PA-13

ACTIVE LEAF.

ELEVATION A-A

PANEL D

ELEC. TRAY

PENETRATIONS. PANEL B

PANEL C

EL. 46.75

PANEL A

#10 GA. GALV SHEET

METAL COVER (TYP)

STEEL TUBULAR

FRAME

#12 TYPE B TRUSS HEAD

SHT METAL SCREW, 3 EACH

SIDE EACH PANEL, 3 ADD

SCREWS AT TOP & BOTT PANEL

PANEL C (2 REQ'D)

B-B

(C-C OPP HAND)

PANEL B (1 REQ'D)

PANEL A (4 REQ'D)

PANEL D (2 REQ'D)

PANEL DETAILS

NOT TO SCALE

FLOOR PLAN-EL. 37.0

12" 0 5' 10'

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

(PL. PA-43)

JM

PA-34

DET B

(PL. PA-43)

(PL. PA-43)

C A

B

U

N N

E L

N

H

O W

N

S

P S

SLOPE FLOOR 1" TO

GUTTER (TYP)

GUTTER DRAIN

(PL. PA-16)

SHOWER & DRY RM

ELEC PANEL

(PL. PA-44)

WD. BENCH

SEE SECT. F-F

(PL. PA-43)

JM

PA-34

G

PA-33

JR

PA-34

JM

PA-34

H

PA-33

MJV

PA-19

JR

PA-34

JS

PA-34

JM

PA-34

G

PA-33 JM

PA-34

JU

PA-34

D

PA-33

MJO

PA-19

JQ

PA-34

C

PA-33

MJV

PA-19

D

PA-33

2'-0"x7'-1 1/2" O

CMT FLOOR

DET. D

(PL. PA-43)

COMB

TC & WR

TOILET

(PL. PA-43)

WD. BENCH

MET LOCKERS

LOCKERS

DET C

(PL. PA-43)

(PL. PA-16)

PIPE TRENCH

(PL. PA-16)

FE

EWC

(PL. PA-42)

MATCH LINE. FOR CONTINUATION

SEE PLAN ON LEFT

FIRST AID

VAT FI

24"x30"

MET. ACCESS

DOOR (PL. PA-43)

URINAL

FD

WC

WC

LAV

LAV

(PL. PA-16)

FD

18CABLE GALLERY

CONC. TOPPING

FIRST AID

TOILET

CMT FLOOR

ELEVATOR

NO. 2

COMB. TC & WR

15CORRIDOR

NO. 2

CONC. TOPPING

STAIR NO. 2

(PL. PA-30)

D N

U P

WC

(PL. PA-16)

24"x30" METAL

ACCESS DOOR

(PL. PA-43)

LANDING

EL. 32.25

TW

GAGE WELL

FD

LAV

A C

T I V

A F

GROUND TEST STA

(PL. PA-16)

FOR CONTINUATION OF

FLOOR PLAN SEE PLATE PA-10

C O

N T

R A

C T I O

N

J

O I N

T

JAN CLO

CONC.

TOPPING

x

M

T

C E

S S

D O

O R

(P

L

P A

FE.

FD.

U N

G L

A Z

D

F

T

EWH

SS.

NOTES

FOR GENERAL NOTES, ABBREVIATIONS

& LEGEND, SEE PLATE PA-2.

FOR ROOM FINISH SCHEDULE, SEE

PLATES PA-35 AND PA-36.

FOR DOOR SCHEDULE & DETAILS,

SEE PLATES PA-25, PA-26 AND PA-27

FOR EQUIPMENT BASE DETAILS SEE

PLATE PA-33.

1.

2.

3.

4.

F

F

5 1/4" 2'-1 3/4" 5"

5" 2'-1 3/4" 5 1/4" (TYP)

"2

3'-0"

BB

CC

2'-0" 32'-0" 30'-0" 2'-0" 2'-0"

15'-1 1/2"6'-4 1/2"

CO

10'-6"1'-6"7'-0"2'-8"

8"

5'-0"

6"

4'-8"

6"

4'-0"

6"

1'-0"6'-0"

2" 10'-6"

6"

8'-0"

6"

2'-0"

6"

12'-8"

6"

8'-2"

6"

2'-0"

1'-0"

9'-0" 4'-0"

8"

3'-0"

1'-0"

C O

12'-0"

D O

3'-0"

DO

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

DO

2'-7" 3'-0 1/2"

CO

5'-5 1/2"

8"

4"

2'-0"

1'-0"6

"8

D O

"8

5'-0"

1'-0"

1'-0"

10'-0"

2"

2'-6"

3'-0"

DO

66'-0" (ERECTION BAY)

3"

G

F

1 3 5 6

AA

AA

HH

K

K

M

M

L

L

H

H

D D

X

X

J

J

F F

2"

F F

F

F

F

2'-7"

A

A

MK

F L

O W

KEY PLAN

N REF. N.

POWERHOUSE-ARCHITECTURAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

ERECTION BAY

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PA

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

H.W.W.

H.W.W./A.F.T.

L.D.W.

SVERDRUP & PARCEL AND ASSOCIATES, INC.

PLAN EL. 37.0

1/4" = 1'-0"

4'-3" 2'-0"

1'-1"

5'-0"

4"

8"

1'-4"

(T Y

P

1'-5" 4"

EL. 101.0

EL. 96.67

EL. 93.92

INTAKE DECK

EL. 86.0

GUTTER DRAIN

H.P. EL. 36.0

L.P. EL. 35.83

4" 1'-0" 4'-0"

1'-4"

RIBBED PATTERN

CONC SURFACE

EL. 86.50

CERAMIC CLEAR

GLAZED S.F.T.

EL. 101.0

EL. 98.09

RIBBED PATTERN

CONC SURFACE

EL. 86.50

4'-6"

1'-0"

EL. 82.50

1'-5"

4"

61'-6"

EL. 81.25

TOP OF CRANE RAIL

TURBINE VENT

(PL. PA-28)

EL. 73.67

Q.T. BASE

Q.T. FLOOR

Q.T. BASEQ.T. BASE

Q.T. FLOOR

EL. 37.0

POROUS FILL

DRAINAGE

(PERFORATED)

GENERATOR ACCESS

TURBINE ROOM

PRECAST STRUC. TEE

BUILT-UP ROOFING

RIGID INSULATION

C ROOF DRAINL

1'-0"

RIBBED PATTERN

CONC. SURFACE

4"

EL. 76.0

EL. 76.92

GYP. BOARD

C. CLR. GLAZED

S.F.T.

CORRIDOR

V.A.T. FLOOR

3'-6"

2'-2"1'-4"

1'-10"8"

1'-9"

1'-0"

4'-0"

16'-0"

2'-2" 17'-4"

1'-10" 8"

C ROOF DRAINL

BUILT-UP ROOFING

RIGID INSUL.

PRECAST

STRUC. TEE

SUSP. CEILING

ACOUSTICAL

TILE

EL. 57.0

CONTROL

ROOM

GYPSUM

PLASTER

RUBBER

BASE

VAT FLR

EL. 76.50

DRAFT TUBE

GANTRY CRANE

EL. 73.0

RIBBED PATTERN

CONC. SURFACE

EL. 69.50

EL. 65.50

EL. 60.0

RIBBED

PATTERN

CONC SURFACE

EL. 60.0

DRAFT TUBE DECK

EL. 57.0

SWITCHGEAR ROOM

CONC. BASE

CONC. TOPPING

EL. 69.50

EL. 65.50

EL. 67.50

EL. 74.83

ELEVATOR

MACHINE

RM. NO. 2

SUSP GYPSUM

BOARD CEILING

TOILET

EL. 57.0

1'-0"1'-9"

EL. 79.50

RIBBED PATTERN

CONC. SURFACE

RIBBED PATTERN

CONC SURFACE

CER GLAZED

TILE WALL

EL. 57.0

EL. 60.0

ALUM. RAILING

6'-0"

4" 3'-2"

2'-2"

EL. 82.50

EL. 86.50

EL. 81.25

8"

1'-0"

4"

2'-0"

EL. 101.0

BUILT-UP ROOFING

RIGID INSULATION

PRECAST STRUCT TEE

ERECTION

FLOOR

Q.T. BASE

Q.T. FLOOR

EL. 57.0

H.V. & A.C.

ROOM

NO. 2

CONC. BASE

CONC. TOPPING

EL. 37.0

2'-2"

1'-4"

EL. 81.25

3'-6"

FISH LIFT

SEE PLATE PA-45

EL. 86.50

EL. 86.0

TURBINE

FLOOR

Q.T. BASE

Q.T. FLOOR

20'-1"

2'-0"

1'-0"

4" 8"

EL. 101.0

6'-0"

4" 1'-0"

3'-6"

2'-0"

4'-0"

EL. 72.33

EL. 74.33

EL. 77.0

DRIP BEAD

R

RIBBED PATTERN

CONC SURFACE

9'-0" 2'-0"

SUSP. ACOUSTICAL TILE C'L'G

H.V. & A.C.

ROOM

NO. 1

PUBLIC

LOBBY

1'-0"

4"

CONC BASE

CONC FLOOR

QT FLOOR BASE

EL. 57.0

SUSP. KEENE'S CEM.

PLASTER C'L'G.

SWITCHGEAR

ROOM

CONC. BASE

CONC. TOPPING

C.M.T. FLOOR

EL. 37.0

CER. COLOR

G.S.F.T. WALL

LOCKERS

BUILT-UP ROOFING &

RIGID INSUL.

REGLET

EL. 74.96

EL. 76.50

RIBBED

PATTERN

CONC SURFACE

EL. 69.50

EL. 65.50

2'-0"

1'-0"

DRIP BEAD

(TYP)

FISH LIFT

RIBBED PATTERN

CONC SURFACE

EL. 57.0

3'-6"

1'-0"

4" 1'-0"

2'-6"

17'-0"

4" 8" 4'-2"

EL. 106.83

FAN ROOM

EL. 96.0

VESTIBULE

H.W. GAGE WELLCL

EL. 90.0

CONC. BASE

CONC TOPPING

2'-9" 2'-0"

1'-1"

11'-6"

1'-5"

BUILT-UP ROOFING

& RIGID INSULATION

C ROOF

DRAIN

L

EL. 110.0

RIBBED

PATTERN

CONC

SURFACE

EL. 110.0

EL. 106.50

EL. 97.50

EL. 95.0

EL. 87.0

INTAKE DECK EL. 86.0

EL. 81.25

EL. 37.0

H-H

D-D E-E

F-F G-G

FOR GENERAL NOTES, ABBREVIATIONS, AND LEGEND

SEE PLATE PA-2

FOR ROOM FINISH SCHEDULE, SEE PLATES PA-35 AND PA-36

FOR EXTERIOR ELEVATIONS, SEE PLATE PA-1

FOR RIBBED PATTERN CONCRETE SURFACE DETAILS, SEE PLATE PS-2.

1.

2.

3.

4.

NOTES

1 17

J-J

A-A B-B C-C

G

FB

G

WINDOW

B

POWERHOUSE-ARCHITECTURAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PA

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

L.D.W.

L.D.W./A.F.T.

H.W.W.

SVERDRUP & PARCEL AND ASSOCIATES, INC.

WALL SECTIONS

N

KEY PLAN

GG

EE

FF

DD

H

H

A

A

B

B C

C

J

J

1/4" = 1'-0"

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

5' 10'0"12"

F

C L R

O O

F O

P E

N

IN

CL

CL ROOF OPENING (TYP)

C L R

O O

F O

P E

N

CL ROOF OPENING

6"

3'-0"

1'-6"

5'-3" 2"

10'-6"

4'-3" 3'-0"

1'-6"

3'-0"

1'-6"

3'-0"

1'-6"

3'-5"

5 SPACES @ 5'-3" = 26'-3"

S

P A

10'-0" 8'-0"

4'-0"

7'-7"

(L O

W R

O O

F

(H

IG

H R

O O

F

276'-0"

7'-0" 26'-6"

66'-0" (ERECTION BAY) 70'-0" (GEN. BAY 1) 70'-0" (GEN. BAY 2) 70'-0" (GEN. BAY 3)

TOP RUNG AT EL. 110.0

ERECTION BAY GEN. BAY 1 GEN. BAY 2 GEN. BAY 3

GEN. BAY 3 GEN. BAY 2 GEN. BAY 1 ERECTION BAY

F B

B F

8"

4"

GEN. BAY 3GEN. BAY 2GEN. BAY 1ERECTION BAY

GEN. BAY 3 GEN. BAY 2 GEN. BAY 1 ERECTION BAY

2'-8"

1'-0"

4"

22'-0"

3'-0"

E

E

(PL. PA-23)

DIESEL ENGINE

EXHAUST HOOD

C O

N T

R J

O

IN

T

CONC. CANOPY

INTAKE DECK

ENTRANCE

C O

N T

R J

O

IN

T

A

OVER FLOW

SCUPPER (TYP.)

F L

O W

G

C O

N T

R J

O

IN

T

G (PL. PA-23)

SADDLE

N REF. N.

EL. 99.38

EL. 98.21

REGLET TO HAVE BUTT JOINT

AT CONTRACTION JOINTS (TYP.) EL. 98.21

EL. 99.38

UPSTREAM WALL

EL. 99.38

SOUTH END WALL

EL. 98.21

NORTH END WALL

(PL. PA-23)

A

B

LADDER PS-230-9

METAL STEPS PS-230-3MK

MK

C C(PL. PA-23)

2'x2' MINERAL SURFACED

ASPHALT PLANK TREAD

6" SPACES (TYP)

D D (PL. PA-23)

S L

O P

E /4 F

T

(T Y

P

N

N (PL. PA-24)

POWER ROOF

VENTILATOR SEE

FLASHING DET

PL PA-23 (TYP)

C C(PL. PA-23)

HIGH ROOF

DOWNSTREAM WALL

EL. 74.96

EL. 74.96

EL. 74.54

EL. 76.08

EMPLOYEES'

ENTRANCE

F

G

C O

N C

C A

N O

P Y

J

J

(PL. PA-24)

PENTHOUSE AIR INTAKE

LOUVER, TYPE A B

B

(PL. PA-23)

4"

VENT

K

K (PL. PA-24)

4" VENT (PL. PA-23)

D D

MICROWAVE

ANTENNA

S L

O P

E /4 F

T

(T Y

P

PENTHOUSE AIR INTAKE

LOUVER TYPE B

PENTHOUSE AIR INTAKE

LOUVER TYPE C

EL. 74.96

F

EL. 74.54

SOUTH END WALL

NORTH END WALL

UPSTREAM WALL

EL. 74.54EL. 76.58

DOWNSTREAM WALL

LOW ROOF

MAIN

ENTRANCE

ROOF DRAINS

H (PL. PA-24)

H

L

L (PL. PA-24)

ELEVATOR HOISTWAY

AND STAIR NO. 2

M

M

P

P (PL. PA-24)

9 10

CL DRAFT TUBE GANTRY

CRANE RAIL

OVER FIOW SCUPPER (TYP.)

13 14

G I G F I

EL. 76.08

G

EL. 74.54 EL. 75.04

EL. 75.17

EL. 75.04

G

EL. 74.54

SOUTHSIDE WALLU/S WALLNORTHSIDE WALLU/S WALLSOUTH WALLD/S WALLNORTH WALL

CONCRETE CANOPY-OVER MAIN ENTRANCE

ELEVATOR HOISTWAY AND STAIR NO. 2

I

EL.108.62

B I

B

EL. 108.54

EL. 108.62

ROOF PLAN

C L R

O O

F O

P E

N

CLROOF OPENING

CL

11'-4"

" 4

3'-6"

1'-9"

3 PLY MEMBRANE

WATERPROOFING (TYP)

T Y

P E C

T Y

P

T Y

P E B

/4

ROOF REGLET ELEVATIONS

SCALE: NONE

SOUTH WALL U/S WALL NORTH WALL D/S WALL

REMOVABLE ALUM. ROOF

RIGID INSULATION

NOTES

(T

Y P

EXTRUDED ALUM.

LOUVER 8 GA MIN.

3" STRUCTURAL

ALUM. L ROOF

SUPPORT

1/2" MESH ALUM.

BIRD SCREEN

18x14 MESH

ALUM. INSECT

SCREEN FOR

TYPE A & C

4"

1/2"x10" ANCHOR

BOLTS 4'-0" OC

ALUM

BLADE BRACE

2x6 WOOD NAILER

1" BRASS SCREWS 6" OC

1'-6"

3'-0"

PLAN-TYPE C

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

PLAN-TYPE B

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

PLAN-TYPE A

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

3"x3x1/4 STRUCTURAL

ALUMINUM POST (TYP.)

4"x6" HIGH CONC

CURB (TYP)

6' WIDE CURB (TYP.)

CL

16 OZ COPPER CAP

20 OZ COPPER

BASE FLASHING

BUILT-UP

ROOFING

RIGID

INSULATION

ESCUTCHEON

PIPE SLEEVE

VENT STACK

TYPICAL VENT PIPE FLASHING DETAIL

PENTHOUSE AIR INTAKE LOUVER FLASHING DETAILS

12" 6" 0 1"

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

TYPICAL SECTION

12" 0" 1'-0"

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

12" 0 5' 10'

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

12" 0 5' 10' 15' 20' 25' 30'

12"0

SCALE: 1/16" = 1'-0"

RIGID INSULATION

BASE FLASHING

SEE SPECS.

3x8 WOOD NAILER

20 OZ COPPER

CAP FLASHING

WOOD CANT

STRIP FROM 4x4

BUILT-UP ROOFING

6"

3-PLY MEMBRANE

WATERPROOFING

EXP ANCHOR, TYPE I

EACH SUPPORT

FOR GENERAL NOTES, ABBREVIATIONS AND

LEGEND SEE PLATE PA-2

FOR EXTERIOR WALL SECTIONS, SEE PLATE

PA-18

ROOF REGLET ELEVATIONS AND FLASHING DETAILS

ARE BASED ON USING 3" RIGID INSULATION.

IT SHOULD BE ADJUSTED TO FIT IF ANY

DEVIATION IN THICKNESS OF INSULATION

IS USED.

ALUMINUM SHALL BE INSULATED FROM ADJACENT

MATERIALS AS REQUIRED BY THE SPECIFICATIONS.

FOR SIZE OF ROOF DRAINS SEE PL. PM-77

1.

2.

3.

4.

5.

REFERENCE DRAWINGS

ROOF FLASHING DETAILS

EXTERIOR WALL SECTIONS

PRECAST ROOF "TEE"

EXPOSED PIPING

1.

2.

3.

4.

PL. PA-23 AND PA-24

PL. PA-18

PL. PS-98 AND PS-99

PL. PM-77

POWERHOUSE-ARCHITECTURAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PA

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

L.D.W.

L.D.W./A.F.T.

H.W.W.

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ROOF PLAN AND DETAILS

1/16" = 1'-0'

F

ROOF OVER INTAKE DECK ENTRANCE

(PL. PA-23)

POWERHOUSE-ARCHITECTURAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PA

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

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

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

L.D.W.

L.D.W.

H.W.W.

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ROOF DETAILS-SHEET 1

4" 8" 4'-0"

/4

/2

/2

7"

2"

/2

5 1/2" 3" 3" 6" 3" 3" 5 1/2"

/2 (T

Y P

/2 (T

Y P

1 1/2"

/2

/4

/4

4" 1'-0" 4'-0"

3'-0" SQ.

4'- 0"

4"

9"

9"

4" 3"

LAP

3"

4"

1'-0" 4"

1/2"

1" 1/2"

8"1'-0"4"

1/2"

1" 1/2" (TYP.)

2" 2"

EL. 101.0

EL. 101.50

CONC. COLUMN

CONC. WALL

1 1/2" SQ. CRES

TUBULAR FRAME

CALK ALL AROUND

COPPER REGLET

EL. 98.21

24 OZ. COPPER

SCUPPER

MASTIC SEALANT

ALL AROUND

EL. 96.67

CONC. FILL

4" WOOD CANT STRIP

1/2"x1 5/8" WOOD SHIM

AT EACH ANCHOR

B

INTAKE GATE

GANTRY CRANE

FEEDRAIL

CONT. CALKING WITH

LEAD PLUGS @ 12" O.C.-JT. TJE

20 OZ. COPPER EXP.

CAP FLASHING

24 OZ. COPPER EDGE

STRIP-NAILED 3" O.C.

BRAZED JOINTS

BEND AFTER BASE

FLASHING IS IN PLACED

BASE FLASHING SEE SPECS.

CONC. SADDLE

3x8 WOOD NAILER

2'-0" O.C.

1/2" CORK BOARD

A-A

(PL. PA-22)

ROOFING FELT AND 3'-0" SQ.

5 #LEAD FLASHING COLLAR

CARRIED UNDER CLAMPING RING

C ROOF DRAINL

WHERE CONC. ROOF TEE

JOINT VARIATION IS 1/4"

OR MORE, FILL AREA WITH

ASPHALTIC CONC.

PRECAST CONC.

ROOF TEE

ASPHALTIC CONC. W/ FINE

AGGREGATE FOR TAPERED OFF

PORTION OF CONC. SADDLE

RIGID INSULATION

VAPOR BARRIER

PRECAST CONC.

ROOF TEE

WOOD CANT STRIP

WELDED STUDS 2'-0" O.C.

24 OZ. COPPER EDGE

STRIP-NAILED 3" O.C.

24 OZ. COPPER STRIP

NAILED 6" O.C.

BASE FLASHING SEE SPECS.

BUILT-UP

ROOFING

JOINT TJE

1" EXP. JOINT

B-B

(PL. PA-22)

F

EL. 101.0

EL. 101.50

EL. 98.09

EL. 99.38

2x12 TREATED WOOD

BACK-UP CURB

COPPER REGLET

1" CORK BOARD

1/2"x1" VENTING

SLOT 24" O.C.

CONC. COL.

CONC. WALL

c-c

(PL. PA-22)

COPPER REGLET

EL. VARIES

NOTE

FOR ADDITIONAL NOTES

SEE SECTION A-A AND

SECTION B-B THIS PLATE.

20 OZ. COPPER

EXP. CAP FLASHING

1/2" ANCHOR BOLTS

3'-0" O.C.

9x4x1/2 CONT

1/2" x1/2" VENTING SLOT 24" O.C.

BUILT-UP ROOFING

3"x8" WOOD NAILER

W/ 3/8" WELDED STUDS

2'-0" O.C.

1/2"x1 5/8" WD. SHIM

AT EACH ANCHOR

TYP

1/2 @ 12"

D-D

(TYPICAL CONTRACTION JOINT FLASHING)

(PL. PA-22)

2x4 NAILER-TREATED

2x12 BACK-UP

CURB-TREATED

EL. VARIES

EL. 98.08 U/S, 99.26 D/S (HI ROOF)

EL. 74.84 U/S, 74.42 D/S (LOW ROOF)

T O

V A

R

IE

S

24 OZ. COPPER

EDGE STRIP

BASE FLASHING

SEE SPECS.

CONC. SADDLE AT

ROOF DRAIN ONLY

SEE ROOF PLAN

4" BATT TYPE INSULATION

CONTR. JOINT

1/2"x10" ANCHOR BOLTS

2 EACH SIDE

ROOF VENTILATOR

2x4 WOOD NAILER

20 OZ. COPPER

CAP FLASHING

WOOD CANT

STRIP FROM 4x4

BASE FLASHING

SEE SPECS

BUILT-UP

ROOFING

RIGID INSULATION

3x8 WOOD NAILER 3/8" WELDED STUDS

2 EACH SIDE

TYP. ROOF VENTILATOR FLASHING DETAIL

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

FOR GENERAL NOTES, ABBREVIATIONS, AND LEGEND

SEE PLATE PA-2

FOR ADDITIONAL NOTES PLATE PA-22

ALL WOOD NAILERS, CANT STRIPS AND BACK-UP

CURBS TO BE TREATED

FOR DETAIL OF JOINT SHAPE TJE SEE PL. PA-19

1.

2.

3.

4.

NOTES

ROOF PLAN AND DETAILS

EXTERIOR WALL SECTIONS

PRECAST ROOF "TEE"

1.

2.

3.

REFERENCE DRAWINGS

PL. PA-22

PL. PA-18

PL. PS-98 AND PS-99

EL. 110.0

EL. 109.50

FOR DETAIL OF COPPER

SCUPPER SEE

SECTION A-A

COPPER REGLET

EL. 108.54

EL. 107.0

CONC. WALL

E-E

(PL. PA-22)

C ROOF DRAIN

FOR DETAILS SEE

SECTION A-A

L

CONT. CALKING WITH

LEAD PLUGS @ 12" O.C.-JOINT TJE

20 OZ. COPPER

CAP FLASHING

24 OZ. COPPER STRIP-NAILED 6" O.C.

NOTE: FOR ADDITIONAL NOTES

SEE SECTIONS A-A AND B-B

EL. 112.0

FLAP

1"x3/16" STAINLESS STEEL COLLAR

24 OZ COPPER HOOD, SECURED TO

STEEL PIPE WITH 4-#10 CRES MS

1 1/2"x1 1/2"x12 GAx1'-9" LONG GALV

S, 1 EACH CORNER, ANCHOR TO CONC

CURB WITH 2-3/8" EXP ANCHORS TYPE I

(M

IN

20 OZ COPPER

COUNTER FLASHING

DIESEL ENGINE EXHAUST PIPE

AND SLEEVE FOR DET SEE PL. PM-53

DIESEL ENGINE EXHAUST FLASHING DETAIL

(PL. PA-22)

ISOMETRIC VIEW G-G

(PL. PA-23)

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

REGLE

T

EL.

.21

EL.1

.50

EL.1

.0

W

ATE

RSTOP

"A

SOLDERED

JO

IN

T

O

Z.

C

OPP

ER

LOCK

STRI

P

FI

LL

JO

IN

T

W / S

EALANT

O

Z.

C

OPP

ER

CAP

FL

ASHI

NG

CONT

CALKI

NG

W

IT

H

LE

AD

PLUGS

" O .C

OMI

T L

EAD

PLUG

OVER

LAPP

ED

FL

ASHI

NG

FOR ADDITIONAL NOTES

SEE SECTIONS A-A

B-B AND D-D

NOTE:

EXP. CAP FLASHING

TOP

OF N

AI

LE

R

EL.

.08 U /S W

ALL

EL.

.26 D /S W

ALL

STANDI

NG

SEAM

'-0 " O .C

BASE

FL

ASHI

NG

BUI

LT

-U

P

ROOFI

NG

CONTR.

JO

IN

T

12" 6" 0 1'

#10 BRASS BOLTS

POWERHOUSE-ARCHITECTURAL

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PA

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

L.D.W.

L.D.W.

H.W.W.

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ROOF DETAILS - SHEET 2

1 1/2" = 1'-0"

/4

4" 8"

2'-0"

4"

/2

1'-0"

G

1'-9"

/2

1/2"

6"

4"

4'-0"

1 1/2"

/2

/4

/4

1"

1'-0" 1'-9"

G

4"

2'-9"

1.

2.

3.

1.

2.

3.

FOR GENERAL NOTES, ABBREVIATIONS AND LEGEND

SEE PLATE PA-2

FOR ADDITIONAL NOTES SEE PLATE PA-22.

ALL WOOD NAILERS, CANT STRIPS, AND BACK-UP

CURBS TO BE TREATED.

ROOF PLAN AND DETAILS

EXTERIOR WALL SECTIONS

PRECAST ROOF "TEE"

REFERENCE DRAWINGS

NOTES

PL. PA-22

PL. PA-18

PL. PS-98 AND PS-99

P - P

(PL. PA-22)

COPPER CAP FLASHING

AT CONTR. JTS.

DRAFT TUBE

GANTRY CRANE

FEEDRAIL

NOTE:

FOR ADDITIONAL NOTES

SEE SECTIONS A-A AND

B-B PLATE PA-23

OVERFLOW SCUPPER

CLROOF DRAIN

BUILT-UP ROOFING

PRECAST CONC.

ROOF "TEE"

CONC. SADDLE

SEE ROOF PLAN

PLATE PA-22

1/2" CORK BOARD

MASTIC SEALANT ALL AROUND

1 1/2" SQ. CRES TUBULAR FRAME

EL. 73.0

COPPER REGLET

EL. 74.54

RIBBED PATTERN

CONC. SURFACE

(PL. PS-2)

WSA AT CONTR. JT.

EL. 76.50

L - L

(PL. PA-22)

RIBBED PATTERN

CONC. SURFACE

(PL. PS-2)

H.P. EL. 75.54

AT ROOF DRAIN EL. 75.33

2x2 WOOD NAILER

EL. 76.50

EL. 77.0

20 OZ. COPPER

CAP FLASHING

24 OZ. COPPER STRIP

SEALANT

20 OZ. COPPER CAP FLASHING

4x6 WOOD CANT

2-PLY ROOFING CAP SHEETS

SEE SPECS.

1 1/4" ZINC COATED

ROOFING NAILS-6" O.C.

24 OZ. COPPER STRIP

W/ 1 1/2" BARBED BRASS

NAILS-3" O.C.

20 OZ. COPPER CAP FLASHING

COPPER REGLET

EL. 76.67

BASE FLASHING

SEE SPECS.

BUILT-UP ROOFING

EL. 74.83

EXP. ANCHORS 4'-0" O.C. (TYP.)

VARIES FROM

1 1/2" AT MID-

WALL TO 0"

AT BOTH ENDS

2x12 WOOD

BACK-UP CURB

1/2"x1" VENTING

SLOT 2-0" O.C.

2x10 CONT.

EL. 77.0

3x8 WOOD NAILER

1/2" VENTING SPACE

2" COPPER SLATING NAILS WITH

NEOPRENE WASHERS 3" O.C.

NOTE:

FOR ADDITIONAL NOTES

SEE SECTIONS A-A AND

B-B PLATE PA-23

20 OZ. COPPER

EXP. CAP FLASHING

COPPER REGLET

EL. 75.17 AT MID-WALL

EL. 75.04 AT BOTH ENDS

BUILT-UP ROOFING

ASPHALTIC CONC.

SADDLE - SEE ROOF

PLAN PLATE PA-22

K - K

(PL. PA-22)

ISOMETRIC VIEW M - M

(PL. PA-22)

ISOMETRIC VIEW N - N

(PL. PA-22)

EXP. CAP

FLASHING

BUILT-UP ROOFING

CONC. SADDLE

AT ROOF DRAIN

SEE ROOF PLAN

PRECAST CONC.

ROOF "TEE"

EL. 74.54

EL. 76.50

EL. 75.33

EL. 77.0

CONT. CALKING

LEAD PLUG 12" O.C.

2x2 WOOD NAILER

EL. 76.08

20 OZ. COPPER

COUNTER FLASHING

BASE FLASHING

SEE SPECS.

20 OZ. COPPER CAP FLASHING

4x6 WOOD CANT

2x8 WOOD NAILER

1/2"x1" VENTING SLOT

24" O.C.

NOTE:

FOR ADDITIONAL NOTES

SEE SECTIONS A-A

AND B-B PLATE PA-23

AND L-L THIS PLATEH - H

(PL. PA-22)

12" 6" 0 1'

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

(N .T .S .)1'-

0" 2'-0"

4"

TE

RMI

NATE

CHAMFE

R

HERE

2x 2 W

OOD

NAI

LE

R

1 1 /4"

ZI

NC

COATE

D

ROOFIN

G

NAI

LS

3" O .C

EL.

.33

REGLE

T E

L.

VARI

ES

REGLET

EL. 76.08

REGLET

EL. 74.96

ISOMETRIC VIEW J - J

(PL. PA-22)

8"

4"

4"

9"

9"

4"

LAP

3"

4"

CONTR.

JT

COPP

ER

REGLE

T

EL.

.58

W

ATE

R

STOP

O

Z.

COPP

ER

LOCK

STRI

P

FIL

L J

OI

NT W

ITH

SEALANT

COPP

ER

REGLE

T

EL.

.54

O

Z.

COPP

ER

CAP

FL

ASHI

NG

CONT.

CALKI

NG

W

ITH

LE

AD

PLUGS

" O .C

SOLDERED

JT

BASE

FL

ASHI

NG

COPP

ER

SCUPP

ER

BUI

LT

-U

P

ROOFIN

G1/2" CORK BOARD

NOTE:

FOR ADDITIONAL NOTES

SEE SECTIONS A-A, B-B,

AND D-D PLATE PA-23

EL. 75.79

OMI

T L

EAD

PLUG

OVER

LAPP

ED

FL

ASHI

NG

2x 2 W

D.

N

AI

LE

R

EL.

.0

EL.

.50

O

Z.

COPP

ER

CAP

FL

ASHI

NG

1 1 /4"

ZI

NC

COATE

D

DI

SC

- 3 " O .C . (T

YP.

BASE

FL

ASHI

NG

BUI

LT

-U

P

ROOFIN

G

O

Z.

COPP

ER

CAP

FL

ASHI

NG

6"

/2

1'-3"

LAP

3"

BOTT

. O

F W

ATE

R

STOP

EL.

.33

BRAZE

D

JO

IN

TS

COPP

ER

REGLE

T

EL.

.96

O

Z.

COPP

ER

W

ATE

R

SEAL

OMI

T L

EAD

PLUG

OVER

LAPP

ED

FL

ASHI

NG

EL.

.33

CONTR.

JT

SOLDERED

JT

FIXTURE CONNECTION

SYMBOL CW HW

WATER CLOSET*

URINAL*

LAVATORY

SHOWER STALL

SINK (WTR & STR)

KITCHEN SINK

SINK (BATTERY ROOM)

ELECTRIC WATER COOLER

WATER CLOSET (FISH LIFT)

SAFETY SHOWER

SERVICE SINK

WC

UR

LAV

SH

S/S

K/S

B/S

EWC

WC

SSH

1"

3/4"

1/2"

1/2"

3/4"

1/2"

3/4"

3/4"

1/2"

1/2"

1 1/2"

1/2"

1/2"

3/4"

3/4"

1/2"

3/4"

WELL PIT TEST VALVE

SANITARY

WELL CAP

GRAVEL

DRAIN SUMP

2" (BURIED) WELL WATER

CABLE TUNNEL

WATER TREATMENT ROOM

A Q

U

IF

E R

WELL PUMP. 20 GPM

@120 FT TDH, 1 HP

OVER FLOW

HIGH LEVEL ALARM

(71 WW)

WATER METER W/

CONTROL DEVICE

INJECTOR

WELL WATER

PUMP CONTROL

(71WW)

GRAVITY STORAGE

TANK, 1200 GALLONS TREATED WATER

PUMPS, 50 GPM

EACH @130 TDH

AND 25 GPM AT

150' TDH, 5 HP

STOP PUMPS - 1100 GAL.

START 1ST PUMP - 1000 GAL.

START 2ND PUMP - 900 GAL.

HIGH LEVEL ALARM - 1150 GAL.

TREATED WATER SYSTEM

HYPOCHLORITE

SOLUTION TANKS

HYDRO-PNEUMATIC

TANK, 700 GALLONS

STOP PUMPS - 400 GAL./65 PSI

START 1ST PUMP - 250 GAL./45 PSI

START 2ND PUMP - 200 GAL./40 PSI

LOW LEVEL ALARM - 180 GAL./37 PSI

PUMP CUT OUT - 100 GAL.

C A

S

IN

G

HYPO

FEEDER PRESSURE

LEVEL

CONTROLLER

(63 TW)

AIR-VENT

AIR-ADD

NOTES

FOR GENERAL AND LEGEND SEE PL. PM-1

ALL PRESSURE GAGES HAVE 0-100 PSI RANGE.

ALL AIR CHAMBERS SHALL BE THE SAME

SIZE AS THE CONNECTING PIPE.

LOW LEVEL PUMP

CUT-OFF SWITCH

(71WW)

TOILET

L A

V

W C

E W

C

W T

R

S

IN

K

SET 80 PSIG

EL. 18

AIR CHAMBER

(TYP)

PRESSURE RELIEF VALVE

TEMPERATURE

RELIEF VALVE

E W

H

E W

C

EL. 37

EL. 57

UNIT 3

TO FISH LIFT

TO HVAC

ROOM NO. 1

W A

T E

R S

T

IL

L

B /S

BATTERY

ROOM

S S

H

W C

W C

L A v

L A v

K /S

S /S

SUPT

CONTROL

ROOM

JAN

CLO

E W

C

E W

C

L A

V

U R

W C

W C

L A

V

PUBLIC LOBBY

WOMEN MEN

S H

E W

C

L A

V

L A

V

U R

W C

W C

L A

V

W C

S /S

LOCKERS FIRST AID JANITOR CLO.

120 GAL.

21KW

* WITH FLUSH VALVES

1 1/4" 1 1/4"

3"

CA

CA CA

2"

2 1/2"

3/4"

2 1/2" 1/2" 1 1/4"

2"3/4"

3/4" 2"

1/2"

2" 1 1/4"1 1/2"

LES

3/4"

STR

SINK (SAME AS WTR SINK)

EL. 2

1/2"

1/2" 1"

1"

2"

2"

1" 3/4"

1 1/2" 1/2"

1 1/2" 1/2"

1/2" 1/2"

3/4"

1"

1"1 1/2"

1/2"

1 1/2"

1/2"

1/2" 1"

1"

1 1/2"

3/4"

1"

1/2"

1/2"

1/2"

3/4" 1/2"

1 1/2" 1 1/2"

3/4"

1 1/4" 1" 1/2"

3/4"

3/4"

1 1/2"

3/4"

1/2"

3/4"

POWERHOUSE-MECHANICAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

PIPING DIAGRAM

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PM

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

ADDED NOTE (R-140) (M-84)

REVISED RELIEF VALVE (M-30) 4/22/80

8/7/81

M.G.T.

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

CWS

F.C.D.

GBW

SVERDRUP & PARCEL AND ASSOCIATES, INC.

TREATED WATER SYSTEM

PM-8

2B

3C

J.G.T.

NONE

1.

2.

3.

POWERHOUSE-ELECTRICAL

ELECTRICAL AND PIPING DIAGRAM

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PM

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE: NONE

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

ADDED NOTE 7. (R-58)

CHANGE STAIRWELL 16 FEB. 79

6/12/80 M.G.T.

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

JRL

JRL/D.T.

DLC

SVERDRUP & PARCEL AND ASSOCIATES, INC.

CARBON DIOXIDE SYSTEM

PM-10

A-3

2B

BRKR. 57 P57

NOTE 1

* 1P57A

TRIPS 5C/G1

PS-1B

63C/G1

ANN. 118

PS-1A

SPARE

1P57B

NOTE 2

R G MS

95B

(G1)

P E

86G1

P

C

P

D

RV-1

TH1

(TYP)

G *

TS-1

* 2P57A

TRIPS 5C/G2

PS-2B

(63C/G2)

ANN. 218

PS-2A

SPARE

2P57B

NOTE 2

R G MS

95B

(G2)

P E

86G2

P

C

P

D

RV-2

TH2

(TYP)

G *

TS-2 *

* 3P57A

TRIPS 5C/G3

PS-3B

(63C/G3)

ANN. 318

PS-3A

SPARE

3P57B

NOTE 2

R G MS

95B

(G3)

P E

86G3

P

C

P

D

RV-3

TH3

(TYP)

G *

TS-3 *

CR-1

N57

GENERATOR 1 GENERATOR 2 GENERATOR 3

BRKR.58

NOTE 1

P58

SPARE

PS-4B

OIL PUMPS

& PURIFIER

SHUNT TRIP

ANN.

PS-4A

(63C 1)

T S -4

A

T S -4

B

C R

X

T R

4 TR-4

TDC

R G MS

TH4

(TYP)

R G MS

CRX-4

G

ALARM

TR-4 RV-4

GENERATOR PROTECTION-SYSTEM NO. 1

CR-4

G

SPARE

PS-5B

OIL PUMPS &

PURIFIER SHUNT

TRIP

T H

T D

C

T S -5

A

T R

R G MS

(TYP)

R G MS

CRX5

G

ALARM

TR5

G

ANN. 419

PS-5A

(63C 2)

NOTE 2

C R

X

T R

T S -5

B

RV-5

CR-5

PS-5BPS-4B

T R

A N

S F

O R

M E

R O

IL

T

R A

N S

F E

R P

U M

P

B R

E A

K E

R S

H U

N T T

R

IP

M

C C

O C

B O

IL

T

R A

N S

F E

R P

U M

P

B R

E A

K E

R S

H U

N T T

R

IP

M

C C

L U

B E O

IL

P

U M

P

B R

E A

K E

R S

H U

N T T

R

IP

M

C C

L U

B E O

IL

P

U R

IF

IE

R U

N

IT

B R

E A

K E

R S

H U

N T T

R

IP

M

C C

W A

S T

E O

IL

P

U M

P

B R

E A

K E

R S

H U

N T T

R

IP

M

C C

IN

S

U L

A T

IN

G O

IL

P

U R

IF

IE

R U

N

IT

B R

E A

K E

R S

H U

N T T

R

IP

M

C C

SPARE

PS-6B

T H

(T

Y P

T S -6

B

T S -6

A

T R

R G MS

CRX6

G

ALARM

G

ANN.

PS-6A

(63C 3)

NOTE 2

CR-6

RV-6

TR6

TR6

TDC

C R

X

BKR.76

NOTE 1

P76

N58

OIL STORAGE ROOM-SYSTEM NO. 2A OIL PURIFICATION ROOM-SYSTEM NO. 2B MOTOR CONTROL CENTER 6 FLAMMABLE STORAGE ROOM-SYSTEM NO.3

ROOM PROTECTION SYSTEMS

PS-1A

PS-1B

RV-1

GENERATOR 1

PS-2A

PS-2B

RV-2

GENERATOR 2

PS-3A

PS-3B

RV-3

GENERATOR 3

DISCHARGE

NOZZLES

SEE NOTE 6(TYP)

CR

17-75 # CYLINDERS

GENERATOR PROTECTION SYSTEM

CO FLOW DIAGRAMS2

PS-4A

PS-4B

RV-4

OIL STORAGE ROOM

PS-5A

PS-5B

RV-5

OIL PURIFICATION ROOM

SL SL

SL

CR

CR

16-75 # CYLINDERS

PS-6A

PS-6B

RV-6

FLAMMABLE STORAGE ROOM

CR

4-75 # CYLINDERS

ROOM PROTECTION SYSTEMS

WHEN HORN SOUNDS

SIGN NO. 1

OIL PURIFICATION ROOM

SIGN NO. 3

ALARM BOX

"2

1(TYP.) 1 " (TYP.)2

(T

Y P

SIGN NO. 2

OIL STORAGE ROOM

SIGN NO. 4

ALARM BOX

IMMEDIATELY

GO TO PUMP ROOM

WHEN HORN SOUNDS

IMMEDIATELY

GO TO STAIRWELL

OIL ROOM IDENTIFICATION SIGNS

NOTES:

CONTROL SYSTEM CIRCUIT BREAKER LOCATED ON DC

DISTRIBUTION PANEL.

EMERGENCY BREAK-GLASS STATIONS FOR GENERATOR

PROTECTION SYSTEM ARE LOCATED ON RESPECTIVE

GOVERNOR INSTRUMENT PANELS. ROOM PROTECTION

SYSTEM UNITS ARE LOCATED OUTSIDE ENTRANCE

DOORS TO RESPECTIVE ROOMS.

IDENTIFICATION SIGNS SHALL BE OF 14 GAGE STEEL.

LETTERS SHALL BE 144 POINT HELVICI AMEDIUM,

WHITE ON RED BACKGROUND.

ONE THERMOSTAT SHOWN PER SYSTEM.

ADDITIONAL THERMOSTATS ARE PARALLEL.

SEE SPECIFICATIONS AND ELECTRICAL DRAWING

FOR THERMOSTATS IN EACH SYSTEM.

FOR GENERAL NOTES, SEE PI. PM-1.

CO PIPING WITHIN THE GENERATOR SHALL BE

FURNISHED BY THE GENERATOR CONTRACTOR,

NOZZLES AND THERMOSTATS ARE INCLUDED

IN THE CARBON DIOXIDE SYSTEM.

SEE PA-3 & 4 FOR LOCATION OF SIGNS #1 & #2.

EACH SIGN SHALL BE MOUNTED USING LEAD

EXPANSION ANCHORS, 6 EACH PER SIGN, WITH 1/4"

MACHINE SCREWS AND FLAT WASHERS. ALARM

BOX SIGNS TO BE MOUNTED OVER BOXES AFTER

CO INSTALLATION.

1.

2.

3.

4.

5.

6.

7.2

LEGEND:

3-POLE CIRCUIT BREAKER (2-POLE IS SIMILAR)

CONTACTOR COIL

INDICATING LAMP-GREEN

INDICATING LAMP-RED

ANNUNCIATOR

CYLINDER RELEASE

CR AUXILIARY RELAY

MOTOR CONTROL CENTER

MASTER SWITCH

OIL CIRCUIT BREAKER

PRESSURE SWITCH

RETURN AIR

ROUTING VALVE

SUPPLY AIR

TIMING DELAY CLOSE

THERMOSTAT (NOTE 4)

TIMING RELAY

TEST SWITCH-CIRCUIT CONTINUITY

COMPLETE SHUTDOWN RELAY

PRESSURE SWITCH

GENERATOR DIFFERENTIAL AUX. RELAY

UNIT RUN RELAY

ZENER DIODE

DENOTES ITEMS LOCATED ON CO CONTROL

CABINETS-ONE CABINET FOR EACH SYSTEM.

PS, CO PRESSURE-OPERATED SWITCH

CO PRESSURE-OPERATED DOOR RELEASE TRIP

CO PRESSURE-OPERATED DAMPER RELEASE TRIP

RV, ROUTING VALVE, AUTOMATIC OPENING

LIFT CHECK, SPRING LOADED

CO DISCHARGE NOZZLE

PLUG VALVE, LOCKABLE IN OPEN AND CLOSED

POSITION.

G

R

ANN

CR

CRX

MCC

MS

OCB

PS

RA

RV

SA

TDC

TH

TR

TS

5C

63C

86G

SL

NOTE 2

2'-9"7"

1'-10" 1'-2"

3 51

A

B

DN

UP

STAIR NO. 1

8" DAC

ELEVATOR

LANDING

4" NUE

IE 14.75

RELIEF WELL

8" DTD OW

(CONT. PL. PM-18)

1" CHB

RW

C EL. 31.71L

1" CHA

CA (100)

C EL. 31.57L

1" HDB

1" HDA

1" HDU

1" HDV

N REF. N

F L

O W

KEY PLAN

CONNECTI

ON

BELOW

LE

NGTH

TO

SUI

T

2"

CHA

SS

BOTT

OM

OF S

LAB

2"

FD

1/2 " Q

AJ

1/2 " C

UA

TRAP

PRI

MER

1/2 " Q

AR

1/2 " Q

AK

SET F

LUSH

W

ITH

CONC

SLAB

DETAIL B (PLS. PM-17, PM-19,

& PM-21)

NOTES

FOR GENERAL NOTES AND LEGEND

SEE PL. PM-1.

FOR PIPING MATERIAL IDENTIFICATION

SEE PL. PM-11 AND PL. PM-12.

MATERIAL TYPE CAB, XH STEEL, MAY BE USED

1.

2.

IN LIEU OF DAC MATERIAL FOR SUMP DRAIN.

3.

REFERENCE DRAWINGS

EXPOSED PIPING

SECTIONS & DETAILS

1.

2.

PL. PM-49.

PL. PM-42.

4"

NW

M

SET H

UB

FL

USH

W

ITH

W

ALL

IE

.63

4"

DTD

4'x 2"

NUQ

SS

1 1 /2" H

DU

2"

NVW

2"

DTD

2"

NXS

4"

DTD

SS

SS

4"

DTD

4"

NUE

1 1 /2" C

HA

1 1 /2" H

UA

IE

.00

V

DETAIL A (PL'S. PM-17 & PM-19)

2"

NUM

1 1 /2" H

UA

1 1 /2" H

UA

2"

BBH

FD

EL.

.94

TOP

OF H

UB

EL.

.33

(IN

B

LOCKOUT)

1/2 " Q

AR

1/2 " Q

AK1/2

" C

UA1/2

" Q

AJ

1 1 /2" H

UAEL.

.83

TOP

OF F

ITT

IN

G

TRAP

PRI

MER

EL.

.83

TOP

OF F

ITT

IN

G

E

2'-0"

3'-0"5'-0"

C EL. - 35.75L

3/4" CUA

14" DAC DRAFT

TUBE DRAIN

WATER LEVEL

SENSING LINE

6" CAB

SUMP DRAIN

EL. 31.08" EIN

C EL. -28.0 (TYP. FOR AR

TERMINATION)

L

DETAIL F

(PL. PM-42)

IE-16.0

6" CAA.

SUMP

OVERFLOW

1STATION

DRAINAGE

SUMP

6" DAC

SPIRAL

CASE DRAIN

C EL. - 30.0L

10" DAC

FISH LIFT

DRAIN

C EL. - 27.75L

8" NUM

4" OAJ

4" DTD

8" NWM

8"x4" NVC

4" DRA

D

AR

4" OAJ

4" DRA

8" NUM

8" DTD D

AR

EL. - 18.0

8'-0" 2'-6"

" 7'-6"

6'-6" 4'-0"

30'-0"2'-0"

30'-0"

"5'-0" 5'-0" 5'-0" 5'-0"

2'-0"

2 3/8" BOL

2 3/4" BOL

4"

1'-6"

2'-0"

2'-0"

"1

1'-4"3'-0"

1'-6"

6'-8" 3'-4"

1 3 5

F

G

2" NUG 2" DTD

IE 33.58

SS

2" NWM

IE 33.54

14" DAC

SUMP

DISCHARGE

(CONT PL. PM-18)

WATER

TREATMENT

ROOM

2" NUM

3" BBB

FD

2" DTDD

2" NUEED

HUB EL. 18.0

3 1/2" CCA

SLEEVE

WATER

TREATMENT

SINK

3" NVC

3" NUEED

HUB EL. 18.0

3" DTDD

3"x2" NUQ

3" DTD 4" DTD D

EFFLUENT PUMP DISCHARGE

J

J

4" DTDV

8" DAC

RELIEF

WELL

4" DAC

8" DAC

RELIEF WELL

14" DAC

SUMP DISCHARGE

DETAIL E

(PL. PM-42)

3" BCB GD-TYP OF 2

LOCATION SET BY

CARRIER FITTING

FROM W.C. EL. 37.0

4" CCA SLEEVE

4" CCA SLEEVE

6" DTD VENT

6" NWM

C EL. 34.16L

2 1/2" CCA

SLEEVE

DETAIL A

10" DIAM.

HOLE

EWC

2" BBH FD, EL. 17.94

DETAIL B

TOILET

FOR PIPE SIZE AND

LOCATION SEE PL. PM-18

CORRIDOR

TW GAGE WELL

(PL. PM-25)

D N

U P

POWERHOUSE-MECHANICAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

ERECTION BAY-EMBEDDED PIPING

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PM

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

4/26/80

11/8/80

M.G.T.

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

JAT

JAT

GBW

SVERDRUP & PARCEL AND ASSOCIATES, INC.

REVISED PIPING, ADDED NOTE 3 (M-9) (M-11)

GENERAL REVISION (R-98)

PLAN-EL. 18.0-SHEET 1

PM-17

M.G.T.

S.L.R.

S.L.R.

1/4" = 1'-0"

ID-4B

2D

2B

4A

E.P.W.

W.D.M.

3/9/81

3/11/81

5 JAN 82

9/11/82

REVISED DETAIL A (R-117)

REV. SEC. C-C (PL. PM-16) & DETAIL A (R-106)

DELETE TILE WALL (R-162)

DELETED DRAIN (M-146) (R-179)

C-C (PL. PM-16)

12" 0 1' 2' 3' 4' 5' 10'

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

4'-0"

POWERHOUSE-MECHANICAL

ERECTION BAY-EMBEDDED PIPING

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PM

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

DELETE TILE WALL (R-162) 1 FEB 82 E.P.W.

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

JAT

JAT

GBW

SVERDRUP & PARCEL AND ASSOCIATES, INC.

PLAN-EL. 18.0-SHEET 2

PM-18

1/4" = 1'-0"

2D, 3B

32'-0" 30'-0"

1 3 5

B

C

D

E

F

3'-0" 13'-3" 2'-9"

7"

9"

F

5'-0"6'-6"12'-6"2'-6"5'-0"1'-0"

2'-0"

9" 7"

5"

21'-0"

1'-0 3/4"

5'-2"

7'-0" 12'-0"

6"

8"

23'-0"

5'-6"

5'-0"

6" 1'-6"

8'-6"9'-6"

3"

3"

2'-0"

F

15'-6"

5'-6"

N REF. N

F L

O W

KEY PLAN

5'

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

10'012" 1' 2' 3' 4'

F

4"BPN

2 1/2" CCA

2 1/2" CCA

3" CCA

2" CCA

3" DTD

C EL. 31.55

C EL. 31.58

C EL. 31.57

C EL. 31.71

L

L

L

L

CO

VENT

CA (30)

CA (100)

CO

PRW

3" FD

EL. 17.94

EL. 18.0

(PL. PM-23)

4" GD

EL. 17.67

VENT

EL. 14.5

4" DTD

3" NUM

4"x3" NWO

4" NVE

4"x3" NVO

6" DTD

8" DAC

4" DTD

TRENCH DRAIN

IE 14. 0

STATION

DRAINAGE

SUMP

STATION DRAINAGE

PUMP DISCHARGE

A-A

L

CL

NOTES

FOR GENERAL NOTES AND LEGEND

SEE PL. PM-1.

FILL CHILLING SUMPS WITH 1/2" NOMINAL

SIZE CRUSHED ROCK.

FOR LOCATION AND DETAILS OF SUMP.

PUMP AND VALVE FLOORSTAND SLEEVES

SEE PLS. PM-60 AND PM-61.

CHILLING SUMP SQUARE BODY SIZE WILL BE

10"x10"x10" DEEP.

FOR PIPING MATERIAL IDENTIFICATION SEE

PL. PM-11 AND PL. PM-12.

REFERENCE DRAWING

EXPOSED PIPING

SECTIONS & DETAILS

1.

2.

PL. PM-49.

PL. PM-42.

8" DAC

14" DAC

14" NAW 8" NAC14"x8" NBQ

STATION

DRAINAGE

PUMP

DISCHARGE

14" UNWATERING

SUMP PUMP

DISCHARGE

DETAIL F

(PL. PM-42)

DETAIL A

1" CHA

1 1/4" CHA

1 1/2" CHB

3" EAB

3" CAB

3" EIA

1 1/2" HDV

2" HDU

1 1/2" HDU

6" DTD

1" HDU

1 1/4" HDU

1 1/2" HDV

CA (30)

CA (100)

RW

PRW

1 1/2"x1"x1 1/4" HDI

2"x1 1/4"x1 1/2" HDI

DETAIL B

2" QAW

2 1/2" QAW

2 1/2" QAR

2 " QAR

2 1/2" CUA

2 " CUA

2 " QAR

2 1/2 " CUA

2 1/2 " QAR

TYP OF 3

C EL. 33. 0

C EL. 31.25

C EL. 34.0

OIL LINES TO EL. 57. OIL BOXES

B-B

SLEEVE

SUMP

DISCHARGE

L

L

(CONT. PL. PM-17)

CL

3" BBD

3" HUE

3 1/2" CCA

EL. 17.43CL

4"x3" NVC

3" DTD

IE 14.5

3" CS

EL. 16. 94

EL. 33. 5

WALL SLEEVES-SEE

SECTION G-G (PL. PM-24)

CL

2 1/2" KRG

2 1/2" CUA

2" CUA

IE 13.75

(CONT. PL. PM-17)

3" BBD

3" NUE

1" CHA

1" CHB

3" DTD

4" DTD

4"x3" NVC

4" NVC

4" BCA

4" NUE

CA (100)

RW

3" CS

EL. 16.94

IE 14.5

OIL STORAGE 6" CURB

EL. 14.5

3" CS

EL. 16.94

4" GD

EL. 16. 67

3" BBD

3" NUE

WASTE OIL

SUMP

OW

VENT

WALL SLEEVES -SEE

SECTION A-A

STATION

DRAINAGE

SUMP

DETAIL F

(PL. PM-42)

3" DTD

4" DTD 4" NUQ

4"x3" NWO

3" NUE

(PL. PM-24)

VALVE FLOOR STAND

SLEEVES (TYP)

SEE NOTE 3

SERVICE AREA

C EL. 16.0L

4" DTD

4" NVC

4" NUE

3" DTD

6" DTD

8" DAC

4" BCA

4" NUE

3" NUE

3" BDF

3" BBA

3" NUE

GD

D

VENT

EL. 16.75

FD

DETAIL B

ELEC

TRENCH

VENT

SUMP DISCHARGE

SEE DETAIL A

EL. 13. 0

3" CS

EL. 16. 94

UNWATERING

SUMP

(PL. PM-24)

SLUDGE

PUMP

DISCHARGE

DRAIN

3" CS, EL. 16. 94

TYP OF 3

TYP OF 3

EL. 34. 0

IE 13. 75

OW

OIL

PURIFICATION

OIL LINES UP TO

EL. 57 OIL BOXES 3 SPCS

@ 9"

C TO C

C L

14" NAC

14" DAC

4" DAC

4" DTD

3" DTD

3" NUM

3" NUM

3" BBD

3" NUE

6" DTD

6" NUA

3" BBD

3" NVC

2" KRG

2 1/2" KRG

2 1/2" CUA

IE 14.5

OIL LINE SLEEVES

SEE SECT. G-G (PL. PM-24)

CL

(PL. PM-24)

OW

C EL. 9.0

1.

2.

3.

4.

5.

F

B

H

I I

AA

B

F

G

G

H

2'-9"

7"5"

6"

ERECTION BAY-EMBEDDED PIPING

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PM

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

REVISED PIPING (M-36) 4/22/80 M.G.T.

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

JAT

JAT

GBW

SVERDRUP & PARCEL AND ASSOCIATES, INC.

PLAN-EL. 37.0-SHEET 1

PM-19

1/4" = 1'-0"

3D

F L

O W

KEY PLAN

N REF. N

5'

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

10'012" 1' 2' 3' 4'

1. FOR GENERAL NOTES AND LEGEND

SEE PL. PM-1.

NOTES

6"

32'-0" 30'-0"

15'-6" 10'-6" 13'-6" 2'-0" 12'-0" 2'-6"

6"

10'-0" 2'-0" 8'-0"

/4 " 10"

1'-10" 1'-2"

1'-6"1'-0"

2'-10"

1 3 5

A

B

3 5

G

F

1'-0"1'-0"

6'-6 3/4" BOL

1'-10"

3'-0" 4"

2'-0"

3" 7'-6"

6'-6"

11'-4" 2'-6"

14'-0" 3'-9"

4"

1'-9" 7'-10"

2'-0" 4'-0" 30'-0" 1'-6"

1'-0"

6'-6"

6"

1'-8"

7" 7" 1'-10" 7" 7"

G

6"

DN

UP

4" BCA

4" NUE

4" GD

EL. 36.67

4" DTDD

A

A

4" DTDD

4" NUG

4" NUQ

4" NUM

4" NUS

4" BCA

4" GD

EL. 36.67

8" DTDRD

IE 34.503" DTD D

8" DAC

4" DTD

4"x3" NVC

4" DTD

4" NUM

4" CCA WALL SLEEVE-ABOVE,

SEE SECT. E-E (PL. PM-23)

3" DACRW

3" BBO

3" NUE4"x3" NUQ

4"x3" NUQ

3" FD

EL. 36.94

(TYP)

(CONT.

PL. PM-20)

3" DTD D

B

B

STORAGE AND RECORDS

IE. 35.0

3" DTD

3" NUE

HUB EL. 37.0

E E(PL. PM-23)

(PL. PM-25)

3" BBO

3" NUE

GATE REPAIR

CO

4"x3" NUQ

4" DTD

WALL SLEEVES AND

EMBEDDED PIPING-

FOR SIZE AND LOCATION

SEE PL. PM-20

4" NUM

IE. 33.71

(CONT. PL. PM-20)

DUCT SHAFT

(CONT. PL. PM-20)

3" BDF

3" NUE HUB

AT EL. 36.83

3" DTD

IE. 54.92

IE. 54.83

2" BBH FD

EL. 36.94

SHOWER & DRY ROOM

LOCKERS

2" DTDW

2" NUG

2" NWM

3" BCAGD

3" DTD

3" BCAGD

8" DAC

RELIEF

WELL

J

J

3" NUM

3" NUQ

4" DTD

VENT

3" NUM

4" DAC

EFFLUENT PUMP

DISCHARGE

C C

2" BBH FD, EL. 36.94

DETAIL B (PL. PM-17)

6" CCA V

4" CCA HW

2 1/2" CCA CW

SLEEVE-TYP

FIRST AID

3" CCA V

2 1/2" CCA V

SLEEVE-TYP

CABLE GALLERY

FIRST AID

TOILET

4" DTDD

3" BDF

3" NUE

EL. 36.25

3" NVC

C 10" DIAM. HOLEL

4" BBB FD

EL. 36.94

8" DAC

RELIEF

WELL

6" DTD

VENT

CORRIDOR

DETAIL B

(PL. PM-17)

2" BBHFD

EL. 36.94

LOCATION SET BY

CARRIER FITTING,

HUB EL. 36.33 IN

10" DIAM. BLOCKOUT

D N

U P

C 1 1/2" VENTL D

D

TW GAGE

WELL

JANITORS

CLOSET

4" DTD

SS

3" FD, EL. 36.94

(CONT. PL. PM-37)

2 1/2" CCA SLEEVE

6" CCA TYP

6" CCA

2 1/2" CCA

FOR LOCATION AND SIZE OF

WALL SLEEVES ABOVE DOOR

OPENING SEE SECTION D-D

1" CHACA (100)

1" CHBPRW

1" HDU

1" HDV

4" DTD

4" NVC

4" NUE

4" BPN CO

EL. 37.0 (A-A)

EL. 2.0 (E-E)

A-A SHOWN

(E-E SIMILAR)

A-A

E-E

B-B

3" DTD

3" NVC

3" NUE

3" BPN CO

C EL. 40.0L

EL. 37.0

IE. 34.0

3" NUE

3" DTD

3" NVO

D

EL. 71.67

E-E (PL. PM-22)

EMERGENCY GENERATOR

ROOM

3" BPN CO

C EL. 75.0L

3" DTD D

3" DTD ED

EL. 72.0

SLEEVES

IE. 69.30

6" CCA

WELL

WATER

3" CCAOIL LINES

C-C

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

EL. 37.0

EL. 36.25

3 1/2" CCA OIL LINE

C EL. 59.67L

RELIEF WELL ACCESS

4" DRAFT TUBE

DECK DRAIN

6" DTD

VENTEL. 57.0

C EL. 54.5L

6" NUA

5" DTD

ROOF DRAIN

1" CHA

CA (100)

1" CHB

PRW

8" DAC

RELIEF

WELL

6" NUA

C EL. 34.54L

6" BBP

SCREENED

OUTLET

CONTROL ROOM

EL. 56.5

2'-0" 2'-2" 1'-6"

6" CCA

C EL. 53.75L

2 1/2" CCA

C EL. 54.33L

3" CCA

C EL. 53.67L

6" CCA

C EL. 45.0L

6" CCA

2 1/2" CCA

SLEEVE-TYP

SLEEVES

W

V

SS

2 1/2" CCA

C EL. 45.65L

6" CCA

C EL. 45.79L

PRW

CA (100)

RW (IR)

EL. 37.0

CA (100)

PRW

RW (IR)

D-D (PLS. PM-19 & PM-21)

2. FLOOR SLEEVES: DETAIL J (PL. PM-42).

5. FOR PIPING MATERIAL IDENTIFICATION

SEE PL. PM-11 AND PL. PM-12.

1. EXPOSED PIPING

3. SECTIONS & DETAILS

REFERENCE DRAWINGS

PL. PM-50

PL. PM-42

REVISED PIPING (M-51) (R-98)

REVISED PIPE DESCRIPTION (R-140) (M-66)

3D

5A

12" 0 1' 2' 3' 4'

SCALE: 1/2" = 1'-0" 2, 3-5D

B3

11/8/80 M.G.T.

8/6/81 J.G.T.

1 FEB 82 E.P.W

8/15/82 J.C.H

REMOVE TILE WALL (R-162)

REVISED JANITOR CLOSET (M-146) (R-179)

(PL. PM-16)

8'-10"

1'-3"9"

1'-0 3/4"

"3

4"

4"8"

7'-0"

1'-6" 4'-6" 1'-0"

1'-0"

13'-0"1'-0"

1'-0"

2'-6" 2'-0"

4'-6"

7"

2'-7"

9"5"

15'-0"

15'-0"

6"

1'-6"

10" 20'-8"

1'-0"

8'-0"

2'-0" 1'-6"

9"

1'-0 3/4"

9"

6"

6"

3" NUQ

POWERHOUSE-MECHANICAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

ERECTION BAY-EMBEDDED PIPING

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PM

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

DELETE FLOOR DRAIN (M-144)(R-179) 25 JUN 82 E.P.W

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

JAT

JAT

GBW

SVERDRUP & PARCEL AND ASSOCIATES, INC.

PLANS-EL. 37.0 & 57.0

PM-20

1/4" = 1'-0"

5C

F L

O W

KEY PLAN

N REF. N

5'

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

10'012" 1' 2' 3' 4'

(CONT. PL. PM-19)

B

C

D

E

1'-0"

3" DTDD

2 1/2" CUA

2" CUA

2 1/2" CUA

4" DTD

4" DAC

SLUDGE

G

F

G

4" BPNCO

EL. 37.0

4" DTDD

3" NUE

3" DTD 4" NVO

4" DTD

4" DTD

EL. 32.58

4"x3" NVC

PLAN-EL. 37.0

A-A

FLAMMABLE

STORAGE

ELECTRIC

SHOP

CO

4" DTD D

4"x3" NVC

3" NUQ

3" NUM

3" DTD D

3" NUQ

3" NUM

3" BBA FD

3" NUE

EL. 36.94

HVAC ROOM

NO. 2

PLUG IN WALL BELOW

ELEVATOR

MACHINE

ROOM NO. 1

F

3 5

3/4" HDUCA(30)

3/4" CHA

1" HDUCA(100)

1" HDVPRW

CA(30)

CA(100)

PRW

2 1/2" CCA

1" CHB

1" CHA

8" CCA

2" CCA

3" DTD

(CONT. PL. PM-19)

3" BBNFD

EL. 36.94

3" DTDD.

MAINTENANCE SHOP

3" BBNFD

EL. 36.94

8" CCA

CHILLED WATER

1 1/4" CHA

1 1/4" HDA

1 1/2" HDB

1 1/2" CHB

1 1/2" HDV

1 1/4" HDU

3" DTDD

4" DTDD

3" NUE

4"x3" NVC

4" NVC

4" BPNCO

F

A

A

1 1/2" HDU

1 1/4" HDU

C EL. 51.58L

C EL. 51.57L

1 1/4" CHA

1 1/2" CHA

3" DAC

C EL. 51.77L

DETAIL F

(PL. PM-42)

CO

(CONT.

PL. PM-19)

DETAIL K

(PL. PM-42)

(PL. PM-23)

B

DETAIL E

(PL. PM-42)

3" DAC RW

(CONT. PL. PM-19)

(PL. PM-24)

F

G(PL. PM-24)

D

4" DAC

3" DTD

3" DTD

3" NUQ

3" BDF

3" NUE

4" NAA

4" DAC

4" NAC

4" FD

SLUDGE

4" NWMIE 52.56

4" NCPIE 52.56

PLAN-EL. 57.0

4" DTD

4" NUE

OIL LINES-SEE

DETAIL A FOR SIZE

AND LOCATION

3" BDF

3" NUE

EL. 56.94

3" DTD

IE 55.08

3" NUM

4"x3" NWO

4" NVC

4" NUE

3" DTD

DETAIL A

(PL. PM-24)

4" GD

G

1. FOR GENERAL NOTES AND LEGEND

SEE PL. PM-1.

2. FOR PIPING MATERIAL IDENTIFICATION

SEE PL. PM-11 AND PL. PM-12.

NOTES

1. EXPOSED PIPING

REFERENCE DRAWINGS

PL. PM-51

2 1/2" CUA

2 1/2" KRG

2 1/2" QAR

2" CUA

2" KRG2" QAR

2" KRG

2 1/2" KRG

B B

C 2 1/2" TOL

C 2 1/2" TOL

C 2 1/2" BOL

C 2" BOL

C 2" TOL

C 2" WASTE OILL

C 2 1/2" TO FILL AND PUMPOUTL

C 2 1/2" BO FILL AND PUMPOUTL

C 2 1/2" LO FILL AND PUMPOUTL

2 1/2" QAR

2 1/2" CUA

D

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

6'012" 2' 4'

DETAIL A

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

6'012" 2' 4'

B-B

4" HDU

4" DAC

SLUDGE

EL. 54.50

IE 53.0 3" DTD D

EL. 56.25

C EL. 55.25L

C EL. 58.5L

EL. 57.0

32'-0" 30'-0"

32'-0" 30'-0"

7'-0"

1'-10"

1'-6" 13'-0" 33'-6" 13'-0" 1'-0"

4'-6"

6"

9'-0"

15'-8"15'-2 1/4"

/8

1'-6"2'-0"4"

1'-0"

1'-0"

1'-0"1'-6"8'-0"6'-0"11'-0"2'-6"15'-0"

14'-0"

1'-10"

/4

1'-6"2'-0"1'-2"

2'-0"1'-0"

B O

L

/4

1'-0" 1'-0"

10'-0"4'-0"

4'-6"6"

/8

3'-10"

1'-0"

IE.

80.58

4" NVC

4" DTD

4" NVC

4" NUE

4" DTD

4" BFC

4" NUE

4" BPN CO

2" CUA

DIESEL FILL

LINE

C

C 4" NVC

4" NUE

4" DTD

4" BFC

4" NVC

4" DTD

6" DTD

ROOF DRAIN

CO

CO

A

EL. 86.0

6" DTD

6" BPN CO

8"x4" NWO

4" BPNCO

INTAKE DECK

6" NUQ

6" NUE

ROOF DRAIN

IE 84.83

8"x4" NVO

8"x4" NVO

IE 84.37

4" DTD

4" NUE

2" QAK

2" CUA

2" BPB

2" QAR

FILL BOX

2" QAJ

EL. 86.0

DIESEL FILL

LINE

C-C

4" DTD

IE 78.0

8" DTDROOF DRAIN

A-A

E (PL. PM-23)INTAKE DECK

4" ROADWAY

DRAIN-EL. 85.92

8" BNK

RELIEF WELL

ACCESS

COVER P ANGLE-4 REQD

SEE DETAIL A, PL. PM-25

L

HW GAGE WELL

2" CCACA (100) SLEEVE

DN

UP

4" ROADWAY

DRAIN-EL. 85.92

IE 81.0

4" BFB

4" NUE

PLANTER

DRAIN

EL. 82.83

E

B

(PL. PM-77)

14" CCA DIESEL EXHAUST

SLEEVE

3" BDF

3" DTD

6" CCA

SLEEVE

CO

3" DTD

4" CCA

SLEEVE

1 1/2" CHB

CO

3" DTD

3" FD

EL. 71.94

DIESEL

GENERATOR

ROOM

3" NUE

3" DTD

3" NUQ

3" NUM

4" CS (NOTE 2)

EL. 71.94

4" DTD

IE 69.21

3"x4" NWO

3" GD

EL. 56.67

3" DTDD

4"x3" NVO

IE 64.46

HP 56.83

IE 69.30

IE 65.0

3" DTDD

3" NUE

3" GD

EL. 56.67

F (PL. PM-23)

A

6"x4" NUQ

5" DTD

6" NUM

1 1/2" CHA

6" DTD

4" BFC

4" DTD

4" NUM

5"x6" NWC

6"x5" NVC

5"x2" NVC

2" DTD

5" DTD

ROOF DRAIN

VESTIBULE

B

F

(CONT. PL. PM-77)

3" BDF

3" DTDD

HUB EL. 71.67

PLAN-EL. 86.0

8" DTD ROOF DRAIN

B-B (PLS. PM-21 & PM-22)

3" NUM

IE 54.21

4"x3" NUS

4" DTD D

3" NUM

1. FOR GENERAL NOTES AND LEGEND

SEE PL. PM-1.

2. FILL CHILLING SUMP WITH 1/2" NOMINAL

SIZE CRUSHED ROCK.

3. FLOOR SLEEVES: DETAIL J, PL. PM-42.

4.CHILLING SUMP SQUARE BODY SIZE WILL

BE 10"x10"x10" DEEP.

5. FOR PIPING MATERIAL IDENTIFICATIONS

SEE PL. PM-11 AND PL. PM-12.

NOTES

3" DTD

3" NUE

B

3" BBA FD

3" DTDD

6" CCA

4" CCA

RW

RW

SLEEVE

3 SLEEVES

SEE DETAIL A

(PL. PM-23)

B

E

3" DTDED

HUB EL. 72.0

UP

DN

E (PL. PM-19)

E

HW GAGE

WELL

BOL

10" CCA SLEEVE

3" BBOFD

DIESEL GENERATOR ROOM

GATE REPAIR

PLATFORM

4" BBD

(NOTE 2)

DIESEL ENGINE

RW DISCHARGE

E (PL. PM-23)

E

14" CCA

2" CCACA (100)

SLEEVE

E (PL. PM-23)

DIESEL EXHAUST

FAN

ROOM

PLAN-EL. 96.0

1 1/2" HDU

1 1/2" HDV

3" BBOFD

EL. 71.94

14" CCA

F

8" CCAPRW SLEEVE

2 1/2" CCACA (100) SLEEVE

2" CCACA (30) SLEEVE

WALL BLOCKOUT (1'-0"x1'-0"x1'-5")

C EL. 69.49L

PLAN-EL. 72.0

1 1/2" CHB

1 1/2" CHA

PRW

CA (100)

3" NUE

3" DTD

3" DTD (EXPOSED UNDER SLAB) 2

F (PL. PM-23)

POWERHOUSE - MECHANICAL

PREPARED UNDER THE SUPERVISION OF THE SAVANNAH DISTRICT

ERECTION BAY - EMBEDDED PIPING

COOPER RIVER REDIVERSION PROJECT

LAKE MOULTRIE AND SANTEE RIVER SOUTH CAROLINA

PLATE

PM

SHEET

CR - PH - 01

FILE NO.INVITATION NO.SIZE

F

DACW 60

79 - B - 0001

SCALE:

SVERDRUP & PARCEL AND ASSOCIATES, INC.

ENGINEERS-ARCHITECTS

SAN FRANCISCO, CALIFORNIA

U. S. ARMY

ENGINEER DISTRICT, CHARLESTON

CORPS OF ENGINEERS

CHARLESTON, SOUTH CAROLINA

SYMBOL ZONE DESCRIPTION

REVISIONS

DATE BY

ADDED NOTES (M-58) (R-117)

DELETED OPENING 17 FEB 79

6/2/81 E.P.W.

WAM

1235 4

A

B

C

D

1235 4

A

B

C

D

DESIGN:

DRAWN:

CHECKED:

SUBMITTED:

JAT

JAT

GBW

SVERDRUP & PARCEL AND ASSOCIATES, INC.

PLANS-EL. 72.0, 86.0 & 96.0

PM-22

REVISED DIMENSION (R-155) (M-115) 11 JAN 82 E.P.W.

N REF. N

F L

O W

KEY PLAN

5'

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

10'012" 1' 2' 3' 4'

1 3 5 B A

A

B

A

B

B

1 3 5

B

1. EXPOSED PIPING

2. EMERGENCY GEN. ROOM

3. SECTIONS & DETAILS

REFERENCE DRAWINGS

PL. PM-53

PL. PM-62

PL. PM-42

1/4" = 1'-0"

A-5

4A

3C

4'-6"

F

B

6 9 10 13

2'-0" 15'-6" 35'-0" 7'-6" 7'-6" 6" 2'-0" 2'-0" 6'-0" 9'-6" 30'-6" 12'-0" 7'-6" 6" 2'-0"

70'-0" 70'-0"

N .T .S

/2

/2

3'-0" 9'-9" 10'-6" 3'-9" 9'-0" 4'-0" 2'-0" 2'-6"

2'-4 1/2"

5'-5" 4'-5 1/2" 6'-3" 7'-0" 4'-0" 4'-0" 5'-0" 14'-0" 5'-0" 4'-0" 4'-0" 2'-0" 2'-6"

2'-4 1/2"

5'-5" 4'-5 1/2"

3'-0"

2'-6" 2'-6"

°2

14'-3"

R '-8

19'-4 3/4" 3'-8 1/2"

2'-6" 2'-6"

/2

R

°2

13'-6"

4'-6" 8'-6"4 /2

'-0

1'-8"

30°

B

C.O.

4" DTD

NVC. 4

M (PL. PM-36)

C O

N T

R J

T

B

(PL. PM-42)

R

(PL. PM-36)

IE 25.31

6" DTD

R

IE. 29.33

4" CO 6" DN

4" DTD D

3" DTD

4"x3" NVC

3" FD EL. 36.94

4"x3" NVC

3" NUM

IE. 31.50

4" DTD

F

4" GD (TYP)

4" NVO

F

3" DTD

EL. 45.25

3" DTD

TURBINE PIT

LINER DRAIN

(TYP)

GOV

PRESSURE

TANK

8" EBA

PIPE TRENCH

EL. 34.0

GOVERNOR

Q

6"x3" NVC

6"x3" NVC

D

3" TD

Q

(PL. PM-36)

C (PL. PM-29)

C

6" DACRW

(CONTD PL. PM-37)

P

(PL. PM-36)

O

(PL. PM-36)

R (PL. PM-36)

H N

(PL. PM-36) (PL. PM-36) (PL. PM-36)

J

(PL. PM-36)

A

(PL. PM-42)

PLAN

(PL. PM-36)

(CONTD

PL. PM-37)

6"x3" NVC

P

R

O

H

F

F

D

D

G

G A

M

J

Q

Q

R

R

3" SPD

12"x8" ECW

8" CAA

3" TURBINE HEAD

COVER DRAIN

PUMP DISCH

(TYP)

DETAIL D

(PL. PM-42)

17°27'

8" CAA

TURBINE VENT

C EL. 32.58L

8" EAN

8" EHN

C EL.31.25L

REF LINE

M

DETAIL C

(PL. PM-42)

DETAIL D

(PL. PM-42)

2" NUM

4" CCA

D N

SLEEVE

C EL.36.63L

C UNIT 1L

EL. 41.5

I I

8" EHN

C EL.31.25L

8" EAN

DETAIL C

(PL. PM-42)N

6" DAC

PRW

(CONTD

PL. PM-37)

6" PRW UP

3" SPD

6x3 NVC

3" DTD

1 1/2" CCA

SLEEVE

C EL. 52.0

EL. 45.25

L /2

12"x8" EDL

8" EBA

D N

(CONTD PL.