Attachment B - Drawings.pdf

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NOT TO SCALE

TYPICAL ELECTRIC MANHOLE

CONDUIT-TO-CABLE

SEAL (TYP)

LOCKNUT

DRAIN

PULLBOX SIZED IN

FITTING

OUTDOORS INSIDE BUILDING

ACCORDANCE WITH NEC

REQUIREMENTS

PVC COATED RGS

COUPLING (TYP)

MALE CONDUIT

ADAPTER (TYP)

SOIL

CONCRETE DUCT

ENCASEMENT

WIRE(TYP)

TYPICAL DUCT BANK AND

BUILDING ENTRY BELOW GRADE

EXISTING

3 ɸ INVERTER

DUTY MOTOR

SEE SPECIFICATIONS FOR VFD AND

BYPASS STARTER REQUIREMENTS

4-20mA SPEED FEEDBACK

TO EXISTING BACKWASH

RECOVERY PUMP

CONTROL PANEL

4-20mA SPEED COMMAND

FROM EXISTING BACKWASH

RECOVERY PUMP CONTROL

PANEL

BACKWASH PUMP "RUN" COMMAND

FROM EXISTING BACKWASH

"LOCAL" POSITION

"RUNNING"

"VFD FAILURE"

"PUMP

HIGH VIBRATION ALARM"

TYPICAL BACKWASH RECOVERY PUMP VFD SCHEMATIC

CR1

VFD FAILURE

SHUTDOWN

RELAY

B

OFF

LOCAL REMOTE

XOO

OOX

"REMOTE" POSITION

CR2

A

PUMP

HIGH VIBRATION

BEARING OVER

TEMPERATURE

HIGH VIBRATION SWITCH

(AT PUMP)

A BEARING OVER TEMPERATURE

MOTOR TOP

BEARING

MOTOR LOWER

PUMP TOP

PUMP LOWER

CR2

A VFD FAULT

ELAPSED TIME METER

RUNNINGR

ETM

M

TR1

(10 SEC)

VFD FAULT

MOTOR ANTI CONDENSATION HEATER

RESET

G

ON DELAY

(0-60 SEC)

(10 SEC)

OL

CONTACTS FROM ATS

OPEN PRIOR TO

TRANSFER &

RE-TRANSFER

CPT

480 V PRIMARY

50 VA EXTRA CAPACITY

120V SECONDARY

TERMINAL IN VFD ENCLOSURE (TYP.)

'CONTROL POWER ON'

MOTOR RUN

REMOTE

AUTO START

480V, 3ɸ

60 HZ

SUPPLY

L2

L3

L1

INPUT CONTACTOR

OUTPUT CONTACTOR

T1

T2

T3

KEYPAD

VFD

CONVERTER

DC LINK/

INVERTER

CORE DRILL HOLE

FOR CONDUIT (TYP.)

CONDUIT

SEAL

PUMP HIGH VIBRATION

E-STOPE-STOPE-STOP

1. MANHOLE AND COVERS ARE DESIGNED

FOR MAXIMUM WHEEL LOAD IN

ACCORDANCE WITH AASHTO HS20-44.

2. FOR DETAILS OF CABLE RACKS,

DUCT ENTRANCE AND PULLING-IN

IRONS, SEE PLATE UG-7.

3. MINIMUM CONCRETE COMPRESSIVE

STRENGTH SHALL BE 3000 PSI.

MANHOLE DIMENSIONS

A B C (AT HIGH PT.)

6'- 6"6'-0"6'-0"

6" MIN.

BRICK COLLAR LINED UP WITH

CEMENT MOTOR

FOR MANHOLE FRAME & COVER, SEE FED.

SPEC. A-A-60005, FIG. 1, SIZE 30A AND

FIG. 8, SIZE30A, RESPECTIVELY

DUCT ENTRANCE

8"

LAP REIF. 24" (TYP.)

GROUND ROD & CLAMP

C

10"

#4 @ 6" T&B

SLOPE 1:40 TO SUMP

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

7/8"Ø PULLING-IN IRON

CONCRETE OR BLACK

TOP ROADWAY

#5 @ 6" EW, T&B

#4 @ 6" EW EF

8"8"

A A

7/8"Ø

PULLING-IN IRON8"

12"x12"x10" DEEP

SUMP

DUCT ENTRANCE

LOCATION TO BE

AS INDICATED

3/4" CONDUIT STEM

BAR JOIST (TYPICAL)

ROOF METAL DECK1 12" x 1 12" CHANNEL

ON TOP OF BAR JOIST

4" SQUARE JUNCTION BOX

WITH FLEXIBLE FIXTURE

HANGER COVER

TYPE 'A' FIXTURE

(TYPICAL)

9 FT. ABOVE FINISHED FLOOR

STEM MOUNTED TYPE 'A' LIGHTING FIXTURE

WASHINGTON AQUEDUCT DIVISION FILE:

REV DATE DESCRIPTION BY

DRAWING NUMBER PLATE

SCALE: DATE:

DESIGNED BY:

CAD BY:

CHECKED BY:

U.S. ARMY ENGINEER DISTRICT, BALTIMORE

CORPS OF ENGINEERS

BALTIMORE, MARYLAND

US Army Corps of Engineers

SHEET:

WASHINGTON AQUEDUCT

SCALE =

ELECTRICAL SCHEMATIC & DETAILS

I:\R2t.27559\67399.Dalecarlia-Back\Docs\DWG\Sheets\67399.E109.dwg 8/22/2019 1:51:04 PMAS SHOWN

DALECARLIA WATER TREATMENT PLANT, WASHINGTON, D.C.

BACKWASH WATER TANKS IMPROVEMENTS

ELECTRICAL

40.33-01-E-109 31

E-109OCTOBER 2018

J.K.

J.C.

AS SHOWN

08/26/19

ORIGINAL DOCUMENTS, ISSUED FOR CONSTRUCTION

MCP M

SUPPLY FAN

(2 SPEED

SEPARATED

WINDING)

AUTO

HAND

V

P

H

W

Z

T-STAT SET AT 85°F

SUPPLY FAN SF-1 MOTOR CONTROL SCHEMATIC

LSR LOW SPEED RELAY

D-1 OPEN

Aɸ

Bɸ

Cɸ

LOW SPEED

HIGH SPEED

(MECHANICALLY INTERLOCKED)

T13

T12

T11

XOX

HIGHLOW

LST

HSR

HST

TIME DELAY RELAY

HIGH SPEED RELAY

SUPPLY FAN DAMPER D1

(ENERGIZE TO OPEN,

SPRING CLOSING)

D1

T-STAT SET AT 90°F

7,8

LSR

R

SL

SH

HSR SHLST

DELAY

(10 MIN.)

CONTACTOR

'HIGH SPEED'

'LOW SPEED'

EXHAUST FAN EF-1 MOTOR CONTROL SCHEMATIC

MCP M

EXHAUST FAN

(2 SPEED

SEPARATED

WINDING)

AUTO

HAND

LSR LOW SPEED RELAY

D-2 OPEN

Aɸ

Bɸ

Cɸ

(MECHANICALLY INTERLOCKED)

T13

T12

T11

HIGHLOW

LST

HIGH SPEED RELAY

EXHAUST FAN DAMPER D2

(ENERGIZE TO OPEN,

SPRING CLOSING)

D2

7,8

LSR

EL

EH

HSR EHLST

'HIGH SPEED'

'LOW SPEED'

(AUX. CONTACT)

(AUX. CONTACT)

AT EXIST.

BACKWASH RECOVERY

PUMP CONTROL PANEL

4-20mA VIBRATION

RECOVERY PUMP CONTROL

VIBRATION

SENSOR

NOTE:

COORDINATE WITH I/O LIST ON SHEET E-110

AT MOTOR

AT SHAFT

AT PUMP

"E-STOP PUSHED"

VIBRATION SENSOR

08/26/2019

EXISTING LIGHTING PANELBOARD 'LPA' MOUNTING: SURFACE

USAGE: BRANCH CIRCUIT PANELBOARD PANEL TYPE: GE

LOCATION: CHLORINE BLDG ELECTRICAL ROOM

PHASE / HZ: 3 60 Hz PANEL NOTES:

L-L VOLTS 208 EQUIPPED WITH GROUND BUS

L-N VOLTS 120 EQUIPPED WITH FULL SIZE NEUTRAL BUS

BUS AMPS 100 INSTALL NEW CIRCUIT BREAKERS FOR CIRCUITS 1 AND 5

A.I.C. RATING: 10,000

MAIN CB AMPS -

PHASE & C.B. CIRCUIT C.B. PHASE &

CONDUIT NEUTRAL EGC LOAD TRIP / NUMBER TRIP / LOAD CONDUIT NEUTRAL EGC

SIZE SIZE SIZE DESCRIPTION POLES A B C POLES DESCRIPTION SIZE SIZE SIZE

AWG AWG AWG AWG

3/4" #12 AWG #12 AWG

NEW ELEC. ROOM RECEPTACLES AND

ANTI-CONDENSATION HEATERS

20/1 1 A 2 20/2 EX. WATER JACKET HEATER - EXISTING -

- EXISTING - CL2 STACK MONITOR AIR PUMP 20/1 3 B 4 - " - " -

3/4" #12 AWG #12 AWG NEW ELECTRICAL ROOM LIGHTING 15/1 5 C 6 20/1 BATTERY CHARGER IN ATS - " -

- EXISTING - UNKNOWN 15/1 7 A 8 30/3 UNKNOWN - " -

" UNKNOWN 15/1 9 B 10 - " - " -

" FIRE ALARM 20/1 11 C 12 - " - " -

SCHEDULES AND INPUT & OUTPUT

SUMMARY TABLE

I:\R2t.27559\67399.Dalecarlia-Back\Docs\DWG\Sheets\67399.E110.dwg 8/22/2019 1:51:08 PMAS SHOWN

40.33-01-E-110 32

E-110OCTOBER 2018

J.K

A B B R E V I A T I O N S

VICINITY MAP

AB

AC

ACB

ACST

AD

ADJ

AL

ALTN

AP

APPROX

ARCH

ARR

ASPH

AWG

ASBESTOS CEMENT, ALTERNATING CURRENT

AIR CIRCUIT BREAKER

ACOUSTIC

AREA DRAIN

ADJUSTABLE, ADJACENT

ALUMINUM

ALTERNATE

ACCESS PANEL

APPROXIMATE

ARCHITECTURAL

ARRESTER

ASPHALT

AMERICAN WIRE GAGE

ANCHOR BOLT

A, AMP

BARR

BD

BITUM

BL

BLDG

BLK

BM

BSMT

BTU

BASE

BARRIER

BOARD

BITUMINOUS

BASELINE

BUILDING

BLOCK

BEAM, BENCH MARK

BASEMENT

BRITISH THERMAL UNIT

CAP

C TO C

CEM

CFM

CI

CIP

CIR

CJ

CKT

CELSIUS

CAPACITY

CENTER TO CENTER

CEMENT

CUBIC FEET PER MINUTE

CAST IRON

CAST IRON PIPE

CIRCULATING

CONTROL JOINT

CIRCUIT

CL

CLG

CMP

CND

CO

COL

CONC

COND

CONN

CONST

CONT

CONTR

CONV

CLEAR, CLEARANCE, CENTERLINE

CEILING

CORRUGATED METAL PIPE

CONDUIT

CLEANOUT

COLUMN

CONCRETE

CONDITION, CONDUCTOR

CONNECTION

CONSTRUCTION

CONTINUOUS, CONTROL

CONVERTER

CONTRACTION, CONTRACTOR

CU

CS

CRS

CSK

CT

CTR

CW

CWB

CAST STEEL, CAST STONE, CARBON STEEL

COLD-ROLLED STEEL

COUNTERSINK

CERAMIC TILE, CURRENT TRANSFORMER

CENTER

COLD WATER

CAPILLARY WATER BARRIER

D

DB

DBL

DET

DIA

DIM

DL

DN

DO

DPNL

DS

DWG

DEEP, DEGREE

DRY BULB, DECIBEL, DIRECT BURIAL

DOUBLE

DETAIL

DIAMETER

DIMENSION

DEAD LOAD

DOWN

DITTO

DISTRIBUTION PANEL

DOWNSPOUT

DRAWING

E

EA

EC

EF

ELEC

EMER

EMT

EQL

EQPT

EW

EWC

EXST

EXP

EXPJT

EXT

EAST

EACH

EMPTY CONDUIT

EACH FACE

ELEVATION

ELECTRIC

EMERGENCY

ELECTRICAL METALLIC TUBING

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXPANSION, EXPOSED

EXPANSION JOINT

EXTERIOR

F

FABX

FD

FDN

FDR

FF

FHY

FHC

FIG

FIN

FLG

FLUOR

4WAY

FPM

FR

FAHRENHEIT, FIRE

FIRE ALARM BOX

FLOOR DRAIN

FOUNDATION

FEEDER

FINISHED FLOOR

FIRE HYDRANT

FIRE HOSE CABINET

FIGURE

FINISH

FLANGE, FLOORING

FLUORESCENT

FOUR WAY

FEET PER MINUTE

FRAME

FULL SIZE, FAR SIDE

FT

FTG

FOOT, FEET

FOOTING, FITTING

GA

GALV

GL

GOVT

GPM

GR

GND

GW

GYP

GAGE

GALVANIZED

GLASS

GOVERNMENT

GALLONS PER MINUTE

GRADE

GROUND

GROUND WATER

GYPSUM

HD

HDW

HGT

HORIZ

HP

HR

HW

HWL

HZ

HIGH, HATCH

HEAVY DUTY, HARD

HARDWARE

HEIGHT

HORIZONTAL

HORSEPOWER, HIGH PRESSURE

HOUR

HOT WATER, HEADWALL

HIGH WATER LEVEL

HERTZ

INL

ID

IN

INSUL

INTR

INVT

INLET

INSIDE DIAMETER, INSIDE DIMENSION

INCH

INSULATION, INSULATE

INTERIOR

INVERT

JB

JC

JCT

JKT

JT

JUNCTION BOX

JANITOR CLOSET, JOINT COMPOUND

JUNCTION

JACKET

JOINT

K

KCP

KO

KV

KVA

KW

KIPS (1000 LBS)

KEENE'S CEMENT PLASTER

KNOCK OUT

KILOVOLT

KILOVOLT-AMPERE

KILOWATT

LVR

LAV

LB

LC

LL

LLH

LLV

LT

LOUVER

LAVATORY

POUND

LENGTH OF CHORD, LOW CARBON

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIGHT

MACH

MSNRY

MATL

MAX

MECH

MET

MH

MIN

MISC

MON

MP

MPH

MTD

MTG

MWP

MACHINE

MASONRY

MATERIAL

MAXIMUM

MECHANICAL

METAL

MANHOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING, MOTOR OPERATED

MEDIUM PRESSURE

MILES PER HOUR

MOUNTED

MOUNTING

MEMBRANE WATERPROOFING

N

NEC

NEUT

NIC

NO

NOM

NTS

NORTH

NECESSARY

NEUTRAL

NOT IN CONTRACT

NUMBER

NOMINAL

OA

OC

OCB

OD

OPNG

OPP

OVHD

OUTSIDE AIR, OVERALL

ON CENTER

OIL CIRCUIT BREAKER

OUTSIDE DIAMETER

OPENING

OPPOSITE

OVERHEAD

PB

PC

PF

PI

PIV

PL

PLAS

PLYWD

PNL

POV

PRELIM

PRI

PS

PSF

PSI

PT

PVC

PILASTER, PITCH

PULL BOX, PUSH BUTTON

POINT OF CURVE, PIECE

PROFILE, POWER FACTOR

POINT OF INTERSECTION

POST INDICATOR VALVE

PLACE, PLATE, PROPERTY LINE

PLASTER

PLYWOOD

PRIVATELY OWNED VEHICLE

PRELIMINARY

PRIMARY

PULL SWITCH, POLYSTYRENE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT, POINT OF TANGENCY

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

RAD

RCP

RD

RCPT

RDCR

REG

REINF

RELOC

REPL

REQD

REV

RF

RL

RM

RMV

RW

RADIUS, RISER, RUBBER SHEATH

RADIUS, RADIO

REINFORCED CONCRETE PIPE

ROOF DRAIN, ROAD

RECEPTACLE

REDUCER

REGULATOR, REGISTER

REINFORCEMENT

RELOCATED

REPLACE

REQUIRED

REVISION

ROOF

ROOF LEADER

ROOM

REMOVE

RIGHT OF WAY

S

SAN

SCHED

SD

SECT

SERV

1PH

SKCP

SP

SPC

SPDT

SPEC

SPST

SQ

SST

ST

STA

STD

STL

STR

SPRT

SUSP

SW

SWBD

SWGR

SOUTH, SECTION MODULUS

SANITARY

SCHEDULE

STORM DRAIN

SECTION

SERVICE

SHEET

SINGLE PHASE

SUSPENDED KEENE'S CEMENT PLASTER

SLOPE, SEA LEVEL

SINGLE POLE

SUSPENDED PLASTER CEILING

SINGLE POLE DOUBLE THROW

SPECIFICATION

SINGLE POLE SINGLE THROW

SQUARE

STAINLESS STEEL

STREAM, SINGLE THROW, STREET

STATION

STANDARD

STEEL

STREAM, STRENGTH, STRAIGHT

SUPPORT

SUSPENDED

SWITCH

SWITCHBOARD

SWITCHGEAR

TAN

TB

TC

TANGENT

TOP AND BOTTOM, TILE BASE

TOP OF CURB, TOP CHORD, TERRA COTTA

TEL

TEMP

TERM

TF

3/C

3/P

3WAY

THK

THR

THRU

TP

TS

TW

TYP

TELEPHONE

TEMPORARY, TEMPERATURE

TERMINAL

TOP OF FOOTING, TILE FLOOR

THREE CONDUCTOR

THREE POLE

THREE WAY

THICK

THRESHOLD, THRUST

THROUGH

TEST POINT

TOP OF STEEL, TOP OF SLAB

TOP OF WALL, TILE WAINSCOT

TYPICAL

UGND

UNO

UNDERGROUND

UNLESS NOTED OTHERWISE

VAC

VAR

VB

VC

VCP

VEH

VERT

VEST

VOL

VOLT, VALVE

VACUUM

VARIOUS, VARIABLE, VARIES

VALVE BOX

VARNISH CAMBRIC, VITRIFIED CLAY

VITRIFIED CLAY PIPE

VEHICLE

VERTICAL

VESTIBULE

VOLUME

W/

W/O

WB

WC

WD

WL

WP

WS

WT

WWM

WIDE, WASTE, WATT, WEST

WITH

WITHOUT

WET BULB, WOOD BASE, WIDE BAND

WATER CLOSET

WIDTH, WINDOW DIMENSION, WOOD DOOR

WATER LINE, WAVELENGTH, WORK LINE

WEATHERPROOF, WASTE PIPE

WASTE STACK, WATER SURFACE, WATERSTOP

WEIGHT

WELDED WIRE MESH

XFMR

X-STR

TRANSFORMER

EXTRA-STRENGTH

2:1 SLOPE 2 HORIZONTAL TO 1 VERTICAL

1 ON 2

1 VERTICAL ON 2 HORIZONTAL SLOPE

DEFLECTION ANGLE

QT

QUARRY TILE, QUART

CONDITION IS SHOWN

SHEET ON WHICH THE

CONDITION IS DRAWN

OR SECTION OF THE

SHEET ON WHICH DETAIL

IDENTIFICATION NUMBER

DETAIL OR SECTION

DETAIL SYMBOLS

ADH ADHESIVE

ASB ASBESTOS

CATCH BASINCB

CONCRETE MASONRY UNITSCMU

COP

COPPER

CUBIC

DR DRAIN, DRIVE, DRILL

FLOOR, FLOOR LINE, FLASHING, FLUSH

FL

GUT GUTTER

HPT

HIGH POINT

HNDRL HANDRAIL

MEMB

MEMBRANE

MO

MONUMENT

NS

NEAR SIDE

PREMOLDED EXPANSION JOINT

PEJ

PIPE RAIL

PR

PRMLD

PREMOLDED

QTY

QUANTITY

RPM

REVOLUTIONS PER MINUTE

RR

REMOVE AND REPLACE, RAILROAD

SEW

SEWER, SEWERAGE

STRL

STRUCTURAL

SYMM

SYMMETRICAL

UPR UPPER

UV ULTRAVIOLET

VEL VELOCITY

WTR WATER

YEARYR

YD YARD

LG

LENGTH

FS

LP

LOW POINT, LOW PRESSURE

PVI

BC BOTTOM OF CURB, BOTTOM CHORD

AMPERE

DALECARLIA WATER

TREATMENT PLANT

McMILLAN WATER

TREATMENT PLANT

LOCATION MAP

EXISTING MATERIAL

EXISTING CONCRETE

WOOD FINISH

WOOD IN SECTION

METAL IN SECTION

PLAS. CEM. & GROUT

MATERIALS

GSU & CT

C M U

BRICK

ROCK

EARTH

INDEX OF DRAWINGS

PLATE

NO.

T I T L E T I T L E

PLATE

DALECARLIA WATER TREATMENT PLANT, WASHINGTON, DC

BACKWASH WATER TANKS IMPROVEMENT

CIVIL

OVERALL SITE PLAN C-1013

UNDERGROUND BACKWASH TANK OVERFLOW PIPE ROUTING C-1024

& DISCHARGE PLAN

BURIED VALVE REPLACEMENT DETAILS C-1035

ARCHITECTURAL

CHLORINE BUILDING FLOOR & CEILING PLAN

A-101

C-1046 DETAILS

GENERAL

VICINITY & LOCATION MAPS, INDEX & ABBREVAITIONS 40.33-01-G-000 G-0001

GENERAL NOTES & SYMBOLS LEGEND G-0012

MECHANICAL

ELEVATED BACKWASH TANK DETAILS M-105

16 ELEVATED BACKWASH TANK DETAILS M-106

GENERAL NOTES, SYMBOLS & ABBREVIATIONS E-101

ONE LINE DIAGRAM - EXISTING CONDITIONS E-102

BWRPS ONE LINE DIAGRAM & GROUNDING SCHEMATICS E-103

BWRPS POWER DISTRIBUTION UPGRADE SEQUENCE

E-104

SITE PLAN, DUCT BANK DETAILS & SECTIONS

E-105

FINISHED WATER PUMPING STATION ELECTRICAL PLAN

E-106

POWER & LIGHTING PLANS - EXISTING CHLORINE BLDG.

E-107

BACKWASH RECOVERY PUMP STATION - MODIFICATIONS

E-108

ELECTRICAL SCHEMATIC & DETAILS

E-109

E-110

UNDERGROUND BACKWASH TANK LEVEL SENSOR &

E-111

CONDUIT ROUTING PLAN

DALECARLIA WATER TREATMENT PLANT

SCHEDULES & INPUT & OUTPUT SUMMARY TABLE

CHLORINE BUILDING DETAILS

A-501

CHLORINE BUILDING SCHEDULES

A-601

DETAILS C-1057

UNDERGROUND BACKWASH TANK LEVEL SENSOR &

E-112

CONDUIT ROUTING PLAN

PARTIAL ELECTRICAL SITE PLAN

E-113

ELECTRICAL SCHEMATIC DIAGRAMS

E-114

ELECTRICAL INSTALLATION DETAILS

E-115

ALTITUDE VALVE POWER & CONTROL RISER DIAGRAM

E-116

ALTITUDE VALVE REHABILITATION

12 ELEVATED TANK - PLAN

13 ELEVATED TANK - FRONT ELEVATION

M-101

14 ELEVATED TANK - REAR ELEVATION

M-102

M-103

M-104

H-101

HVAC INSTALLATION - EXISTING CHLORINE BUILDING

ALTITUDE VALVE ELECTRICAL PLAN

E-117

40.33-01-G-001

40.33-01-C-101

40.33-01-C-102

40.33-01-C-103

40.33-01-C-104

40.33-01-C-105

40.33-01-A-101

40.33-01-A-501

40.33-01-A-601

40.33-01-M-101

40.33-01-M-102

40.33-01-M-103

40.33-01-M-104

40.33-01-M-105

40.33-01-M-106

40.33-01-H-101

40.33-01-E-101

40.33-01-E-102

40.33-01-E-103

40.33-01-E-104

40.33-01-E-105

40.33-01-E-106

40.33-01-E-107

40.33-01-E-108

40.33-01-E-109

40.33-01-E-110

40.33-01-E-111

40.33-01-E-112

40.33-01-E-113

40.33-01-E-114

40.33-01-E-115

40.33-01-E-116

40.33-01-E-117

SUBMITTED:

CHIEF, ENGINEERING & PLANNING BRANCH

CHIEF, WASHINGTON AQUEDUCT DIVISION

APPROVED:

RECOMMENDED:

COLONEL, C. OF E. DISTRICT ENGINEER

APPROVED FOR:

DATE:

SCALE:

G-000

40.33-01-G-000

OCTOBER 2018AS SHOWN

A.R.

O.G.

S.S.

VICINITY AND LOCATION MAPS,

INDEX AND ABBREVIATIONS

0 08/26/19 ORIGINAL DOCUMENTS, ISSUED FOR CONSTRUCTION O.G.

STRUCTURAL

GENERAL NOTES, ABBREVIATIONS & SYMBOLS S-001

UNDERGROUND BACKWASH INTERIOR MODIFICATION PLAN S-102

S-103

UNDERGROUND BACKWASH TANK ROOF DEMOLITION PLAN S-101

UNDERGROUND BACKWASH ROOF MODIFICATION PLAN21

S-501TYPICAL DETAILS22

40.33-01-S-001

40.33-01-S-101

40.33-01-S-102

40.33-01-S-103

40.33-01-S-501

WASHINGTON AQUEDUCT DIVISION NAME:

REGI STEREDG

E O R G I A

ENG I NEE

No. 26889

PROFESSIONAL

GEORGE AJ Y

P:\01 Active Projects\M001-USACE_Baltimore\M001000101-Dalecarlia Backwash Tanks WAD\31 Authoring Cad Files\GENERAL\G-000.dwg, 8/28/2019 3:24:02 PM, DWG To PDF.pc3

AutoCAD SHX Text

EXIT 9

EXIT 12

V I R G I N I A

FAIRFAX CO, VA

ARLINGTON CO, VA

MONTGOMERY CO, MD

WESTERN AVE

SOUTHERN AVE.

PRINCE GEORGES CO, MD

POTOMAC

RIVER

MD

VA

EXIT 40

EXIT 38

EXIT 35

EXIT 41

A R L I N G T O N

W A S H I N G T O N D. C.

OTOMAC

ANACOSTIA

EASTERN AVE

REAGAN WASH. NAT. AIRPORT

PENTAGON

US CAPITOL

WHITE HOUSE

M A R Y L A N D

MONTGOMERY CO, MD

EXIT 14

TO DULLES AIRPORT

DULLES AIRPORT

ACCESS ROAD

5900 MacArthur Blvd., N.W. Washington, D.C. 20016 Phone: 202-764-2753

DALECARLIA RESERVOIR

MACARTHUR

BLVD.

LOU

GHB

ORO

GOLDSBORO RD

MASS

AVE

MACARTHUR

BLVD.

CABIN

JOHN

PKWY

CLARA

BARTON

AM. LEG.

MEM. BR

GEO.

WASH

MEM.

CANAL.

WARD CIRCLE

NEBRASKA AVE

KEY BR

WHITEHURST

MASS

INDEP AVE

14TH ST.

NORTH TO BALTIMORE

EXIT 27

TO BALT. WASH. INTL. AIRPORT

ROOSEVELT

MEM. BR

ARL. MEM.

BRIDGE

ROSSLYN

14TH ST.

G. W.

P.

M.

PENN. AVE

ANACOSTIA FRWY

KENILWORTH AVE

TO RICHMOND, VA

SOUSA

BR.

SCALE IN MILES

1/4

1/2

TO RICHMOND, VA

CAPITAL

BELTWAY

CHAIN

CAP

BELTWAY

CONST AVE

THOMAS CIRCLE

1ST ST.

7TH ST.

GEORGIA AVE

R. I. AVE

COL. RD

MICH AVE

HRVD ST

2500 First St., N.W.

Washington, D.C. 20001

Phone: 202-762-0167

ARIZ.

ESVILLE

EXIT 30

EXIT 31

ITAL

GEORGIA

16TH ST.

McMILLAN RESERVOIR

SCOTT CIRCLE

U.S. ARMY CORPS OF ENGINEERS 5900 MACARTHUR BLVD., N.W. WASHINGTON, D.C. 20016-2514 PHONE: 202-764-2753

B.W.

COL

Sheets and Views

Model

METER

GATE

D-10 PUMP

STA.

L

LITTLE FALLS ROAD NW

PLANTING

D-37

DWELLING

30" WASH WATER

WASH WATER

RESERVOIR

(APPROX.

LOCATION)

12" WASH WATER SUPPLY

MH 8-470

48" S

ANIT

ARY S

EW

ER

EEEEEEEEE

E E E E E E E E E E

T

IG

X

SIGN

8-443

DALECARLIA

SOUTH

MOUNT FLOAT SWITCH IN OVERFLOW CHAMBER.

CONNECT FLOAT SWITCH CORD TO 3/C #14 PLUS GROUND TYPE

SJOOW CORD IN J.B. (NEMA4).

CONNECT OVERFLOW ALARM CONTACTS TO RIO PANEL DISCRETE

INPUT TERMINALS IN RTU-M9 IN TREATED WATER PUMP STATION.

NOT USED

3/4" PVC-COATED RIGID GALVANIZED STEEL CONDUIT WITH 3/C #14

PLUS GROUND TYPE SJOOW CORD BURIED 24" DEEP.

ROUTE NEW 3/C #14 PLUS GROUND TYPE SJOOW CORD FOR UBT

OVERFLOW SWITCH THROUGH EXISTING TELECOM CONDUITS TO

RTU-M9 IN THE TREATED WATER PUMP STATION.

RUN 3/C #14 PLUS GROUND TYPE SJOOW CORD IN 3/4" CONDUIT

EXPOSED INSIDE SOUTH CONNECTION BUILDING.

(THIS SHEET ONLY)

EHH ELECTRICAL HANDHOLE (MINIMUM 24D"x13"Wx24"L)

DIRECT BURIAL CONDUIT (24" DEEP)

GENERAL NOTES:

EDGE OF

BOTTOM OF FLOAT 1" ABOVE

BOTTOM OF CHANNEL

ANCHOR 1/2" STAINLESS

STEEL PIPE (CAPPED AT

BOTH ENDS) WITH

EXPANSION TYPE

ANCHORS (TYPICAL)

TIE WRAP FLOAT

SWITCH CABLE

TO PIPE

TO PROCESS

1. ALL BRACKETS, SUPPORTS, BOLTS, ETC. SHALL BE STAINLESS STEEL.

2. FLOATS SHALL BE PROVIDED WITH INTRINSICALLY SAFE

CONTROL WIRING.

3. COIL SPARE CABLE WITHIN PULLBOX FOR FUTURE REPAIR OF DAMAGED

FLOATS.

4. PLACE SEALOFF BETWEEN PULLBOX AND CONTROL PANEL TO PREVENT THE

PASSAGE OF GAS.

5. CONDUCT AN ON-SITE SURVEY OF EXISTING TELECOM CONDUIT PATHWAYS

THROUGH THE EXISTING DUCT BANKS FROM THE SOUTH CONNECTION

BUILDING TO THE FINISHED WATER PUMP STATION, AND REPORT THE

FINDINGS TO THE CONTRACTING OFFICER.

COIL 12" MINIMUM

OF FLOAT CABLE

WITHIN TERMINAL

BOX

6"x6"x4" MINIMUM

NEMA 4X STAINLESS STEEL

TERMINAL BOX

EHH

PULLBOX

OVERFLOW

CHAMBER

J

(S

-1

MODULAR SEAL, SLEEVE

AND WATERSTOP

PLASTIC BUSHING

STAINLESS STEEL

1 1/2" X 1 1/2" CHANNEL

EXISTING DUCT BANK

H4

4"C 4"C 4"C 4"C 4"C

G4

K4

CIRCUIT 96

CIRCUIT 95

MH - 36

MH-46

MH-37

H4

K4

SOUTH

SUBSTATION 6

MOUNT TERMINAL BOX IN

ACCESSIBLE LOCATION ON

OUTSIDE FACE OF UBT

OVERFLOW CHAMBER WALL

MIN. 18" ABOVE GRADE

UBT LEVEL SENSOR & CONDUIT

ROUTING PLAN

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40.33-01-E-111 33

E-111OCTOBER 2018

2 3

UBT OVERFLOW SWITCH MOUNTING DETAIL

G-001

40.33-01-G-001

OCTOBER 2018NONE

GENERAL NOTES & SYMBOLS

LEGEND

SS

MANHOLE

STORM INLET

STORM PIPE - 'U' TYPE ENDWALL

MATCH LINE

UNDERGROUND CABLE

WATER SERVICE

UNDER GROUND ELECTRIC

PVC PIPING

OVERHEAD ELECTRIC

WS WS WS WS WS

PVC PVC PVC PVC PVC

UNDER GROUND TELEPHONE

SANITARY SEWER LATERAL (SINGLE SERVICE)

SANITARY SEWER LATERAL (DOUBLE SERVICE)

WATER METER (SINGLE SERVICE)

WATER METER (DOUBLE SERVICE)

GATE VALVE

CHECK VALVE

FIRE HYDRANT

F.F. XX.XX

X.00 (EDGE OF PVMT)

X.50 (TOP OF CURB)

SPOT ELEVATION

EARTH

GRAVEL/RIP-RAP

SAND

DRAINAGE FLOW ARROW (IMPERVIOUS AREA)

DRAINAGE FLOW ARROW (PERVIOUS AREA)

RESIDENTIAL STREET LIGHT

AREA TO BE MULCHED

SOD

PROPOSED PAVEMENT

SUPER SILT FENCE

SSF SSF

STORM MANHOLE

PROPOSED OVERLAY

TREE REMOVAL/DEMOLITION

SILT FENCE

AREA TO BE SAW CUT & REMOVED

1. UNDERGROUND UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE

CONTRACTOR ONLY.

THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS AND CONFIRM

LOCATIONS OF UTILITIES AT LEAST 48 HOURS BEFORE BEGINNING

CONSTRUCTION. THE CONTRACTOR SHALL ACCURATELY LOCATE AND

UNCOVER ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. ANY

DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE. WHERE CROSSING OF

EXISTING UTILITIES OCCUR, PROVIDE 12" MINIMUM CLEARANCE EXCEPT

WATER MAINS SHALL BE 18". CROSS UNDER ALL WATER MAINS WHERE IT IS

NOT POSSIBLE TO PROVIDE 18" CLEARANCE.

2. SEWER AND WATER SERVICE SHALL BE MAINTAINED DURING ENTIRE

CONSTRUCTION PERIOD OR TEMPORARY FACILITIES PROVIDED.

3. MINIMUM COVER OVER PIPING SHALL BE 48", BELOW FINISHED GRADE

UNLESS OTHERWISE SHOWN OR SPECIFIED.

4. IF UNSATISFACTORY MATERIAL FOR ADEQUATE BEARING IS

ENCOUNTERED AT THE NORMAL SUBGRADE, THE UNSATISFACTORY

MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE

FOUNDATION STABILIZATION MATERIAL AS SPECIFIED.

5. THE CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE THE IDENTIFIED

LIMITS OF DISTURBANCE.

CONSTRUCTION NOTES:

1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.

2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT

STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT

AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT

STRAIGHT RUN OF PIPE.

3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN

IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE

DETERMINED BY THE CONTRACTOR.

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

WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL.

5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE

PROVIDED WITH THRUST TIES, OR ANCHORS, UNLESS OTHERWISE NOTED.

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

FOLLOWED THROUGHOUT THE PLANS, WHEREVER APPLICABLE.

NOT ALL OF THE VARIOUS PIPING COMPONENTS ARE NECESSARILY

USED IN THE PROJECT.

1. FACILITIES ARE SHOWN HEAVY LINED. SCREENING IS USED TO IN ORDER

TO CLARIFY DRAWINGS. FOR EXAMPLE, STRUCTURES ARE SCREENED ON

MECHANICAL DRAWINGS TO HIGH-LITE EXISTING.

2. DEMOLITION WORK IS SHOWN BY DEPICTING FACILITIES, EQUIPMENT,

PIPING, ETC. TO BE REMOVED AS CROSS HATCH.

3. ALL DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT TO

BE VERIFIED BY CONTRACTOR.

4. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER DISCIPLINES

OF DRAWINGS FOR ADDITIONAL NOTES.

GENERAL PIPING NOTES:

CIVIL LEGEND

THIS IS A STANDARD SYMBOLS & LEGEND SHEET,

THEREFORE SOME SYMBOLS MAY NOT APPEAR ON

THIS SHEET AND NOT ON THE DRAWINGS.

NOTES:

PROPOSED FINISH

FLOOR ELEVATION

SFSFSF

SECURITY FENCE

S S

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Y

STORM

Sheets and Views

G-001

PARKING AREA

SIDEWALK

SUPER STRUCTURE

GATEHOUSE

D-54

GUARD

HOUSE

DALECARLIA PUMPING

CHEMICAL

RAIN

VALVE

GRAVEL

RETAINING WALL

PULLBOX 8-538

MH 8-471

16"

4-194

FH 8-540A

8-537

CAMERA POLE

TRAFFIC LIGHT ELEC. PANEL

VALVE 4-250

ELEC. PANEL

EX.BY-PASS

CHAMBER NO. 1

CHAMBER NO. 2

ARYLAND

DIS

TRIC

T O F C

O

LU

BIA

DIS

TRIC

T O F C

LO

BIA

(S

-1

1. CONDUCT AN ON-SITE SURVEY OF EXISTING TELECOM

CONDUIT PATHWAYS THROUGH THE EXISTING DUCT

BANKS FROM THE SOUTH CONNECTION BUILDING TO

THE FINISHED WATER PUMP STATION, AND REPORT THE

FINDINGS TO THE CONTRACTING OFFICER.

F4

4"C 4"C 4"C 4"C

4"C 4"C 4"C 4"C

ROUTE NEW 3/C #14 PLUS GROUND TYPE SJOOW CORD FOR UBT

OVERFLOW SWITCH THROUGH EXISTING TELECOM CONDUITS TO

RTU-M9 IN THE TREATED WATER PUMP STATION.

RTU-M9 IS LOCATED AT FLOOR ELEVATION 118.5'. RUN 3/4"C, 3/C #14

PLUS #14 GROUND FROM RTU-M9 TO EXISTING DUCT BANK

(SECTION) F4. SUBMIT PROPOSED CONDUIT LAYOUT DRAWING TO

THE CONTRACTING OFFICER FOR APPROVAL BEFORE STARTING

INSTALLATION.

MH-38

MH-45

MH-70

TREATED WATER

PUMP STATION RTU-M9

UBT LEVEL SENSOR & CONDUIT

ROUTING PLAN

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40.33-01-E-112 34

E-112OCTOBER 2018

I

PARKING AREA

SUPER STRUCTURE

D-54

GUARD

GOUSE

CHLORINE

HYPOCHLORITE

& CAUSTIC

SODA

FACILITY

D-10 PUMP

STA.

LOADING

AREA

ADMINISTRATION

VISITOR CENTER

(OLD PUMP STA.)

WASH

WATER

TANK

FILTERS

a c

U

EXHAUST

VENT

EXHAUST

VENT

POND

VAULT

PULLBOX 8-538

MH 8-471

MH 8-470

LOW VOLTAGE MH

MH 8-200

MH 8-388

4-194

FH 8-540A

8-537

8-103

8-104

8-450

V-8-2-DC

V130

FILTERED WATER

V 8-474

E E

8-386

8-229

LOW

VOLTAGE MH

36" 3RD HIGH

36" 2ND HIGH

TRAFFIC LIGHT

. P

VALVE 4-250

PULL BOX

24" PIPE

18" PIPE

INV.:194.34

VALVES

ACCESS

INV.:191.32

INTERCEPTION

WASHINGTON/MARYLAND

CONCRETE MONUMENT

BOUNDARY LINE

INV.:147.09

ELEC.

BUILDING D-23

VALVE 4-125

VALVE 4-128

TRAFFIC LIGHT

ELEC. PANEL

MH 8-341

HIGH

VOLTAGE

CHAMBER NO. 1

CHAMBER NO. 2

EDGE

STAIR

D-7

" W

LO

LOD LOD LOD LOD

LODLODLODLOD

LOD

LODLOD

LOD LOD LOD

SFSFSF

SF SF SF

LOD

SFSF

SSF

LIMITS OF DISTURBANCE

AROUND DUCT BANK

(SEE NOTES 3 AND 6)

SUPER

STRUCTURE

FILTER

SEE DRAWING C-102

NEW CONCRETE HEAD WALL

(SEE NOTE 6)

EXISTING FINISHED

WATER PUMP STATION

4-212 VAULT

REPLACE EXISTING

30" VALVE WITH NEW

30" BUTTERFLY VALVE

(SEE NOTE 3)

EXISTING 8-100 DIRECT

BURIED 12" VALVE

TO BE REPLACED

WITH 12" BUTTERFLY VALVE

EXISTING 8-130 VAULT

REPLACE EXISTING

24" VALVE WITH

24" BUTTERFLY VALVE

SEE DRAWING C-103

CONTRACTOR

LAYDOWN/

STAGING AREA

(80' X 30')

LAYDOWN/

STAGING AREA (55' X 55')

WASHWATER RESERVOIR

EXISTING UNDERGROUND

STORAGE TANK

ELEVATED

BACKWASH TANK

SEE DRAWINGS

M-102 THRU

M-106

1. CONTRACTOR TO REPLACE YARD VALVES AS SHOWN.

2. CONTRACTOR TO COORDINATE WITH OWNER FOR

SHUTDOWN. REQUIRE 72 HOURS ADVANCE NOTICE.

3. NO CONSTRUCTION COMBINED LIVE AND DEAD LOADS

SHALL EXCEED 60 PSF UNIFORM LOAD OVER

UNDERGROUND TANKS AND CLEARWELLS.

4. CONTRACTOR TO MAINTAIN APPROPRIATE SAFETY

MEASURES DURING CONSTRUCTION.

5. CONTRACTOR TO INVESTIGATE SUBSURFACE UTILITIES

BEFORE BEGINNING WORK.

6. LIMITS OF DISTURBED AREA:

MARYLAND = 0.36 ACRE

DISTRICT OF COLUMBIA = 0.55 ACRE

7. SEE SPECIFICATION 01 14 00 (WORK RESTRICTIONS)

FOR SEQUENCE OF CONSTRUCTION.

DECHLORINATION CONTRACTOR REQUIRED AT

INDICATED MANHOLE DURING COMPLETE 48 HOUR

SHUTDOWN OF BACKWASH RECOVERY PUMP

STATION.

8. CONTRACTOR TO REPLACE DEMOLISHED PAVEMENT

PER SECTION 32 12 16, HOT MIX ASPHALT.

NOTES

C-101

LIMITS OF 30 MG

CLEARWELL

(NOTE 3)

LIMITS OF 15 MG

CLEARWELL

(NOTE 3)

40.33-01-C-101

OVERALL SITE PLAN

AROUND ELEVATED

BACKWASH TANK

(SEE NOTE 6)

BWRPS

MODIFICATIONS

SEE ELECTRICAL

CHLORINE BUILDING

MODIFICATIONS SEE

ARCHITECTURAL AND

ELECTRICAL DRAWINGS

ALTITUDE VALVE

MODIFICATIONS

SEE DRAWINGS M-101

UNDERGROUND BWT MODIFICATIONS (SEE NOTE 3)

BACKWASH WATER TANKS

LOCATIONS AND IMPROVEMENTS

NEW CONCRETE

SPLASH BLOCK

142.10 (TOC)

142.04 (TOC)

DE-CHLORINATION

MANHOLE (SEE

NOTE 7)

PAVEMENT RESTORATION

(SEE NOTE 8)

C-101 M-102

C-101 M-106

C-101 C-103

C-101 C-104

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CO.

T.E.=

I.E.=

C.B.

END OF PIPE

M.H. SW.

M.H.

N:463,410.9365

E:1,279,486.7793

147.22m

N:462,802.3814

E:1,279,706.7983

151.76m

N:463,123.5104

E:1,280,555.7549

164.20m

N:463,384.6830

E:1,280,456.1300

157.33m

N:462,925.9848

E:1,280,716.2485

195.84m

N:463,292.9490

E:1,280,139.7750

147.80m

N:463,053.5180

E:1,280,219.3180

149.52m

N:463,387.8070

E:1,279,657.8280

143.91m

N:463,525.5066

E:1,279,413.0154

132.71m

N:463,273.9620

E:1,280,219.3830

147.93m

N:463,338.1250

E:1,280,274.1030

152.33m

I.E.:112.76

PIPE: 48"

HEADWALL

I.E.:103.15

PIPE: 80"

HEADWALL

1 inch = 50 ft.

( IN FEET )

Sheets and Views

C-101

A.Z.

R.V.

PARTIAL ELECTRICAL

SITE PLAN

EXISTING 208/120V, 3PH, 4W

PANELBOARD

PP- ROW A

(LEVEL B, EL 118'-0")

EXISITNG SCADA PANEL

DPS-RTU-M9

(LEVEL B, EL 118'-0")

40.33-01-E-113

0 08/26/19 ORIGINAL DOCUMENTS, ISSUED FOR CONSTRUCTION A.Z.

ALTITUDE VALVE F.F. EL. 102' - 0"

PARTIAL ELECTRICAL SITE PLAN

SCALE: 1" = 100'

1 inch = 100 ft.

MV

1. SEE DRAWING E-101 FOR ELECTRICAL SYMBOLS, LEGEND AND NOTES.

2. ALL OUTDOOR EXPOSED CONDUITS SHALL BE PVC COATED RIGID

GALVANIZED STEEL.

3. CONTRACTOR SHALL PROVIDE A UNISTRUT SUPPORT AND ALL ASSOCIATED

HARDWARE TO MOUNT ELECTRICAL EQUIPMENT. CONTRACTOR SHALL FIELD

LOCATE THE BEST SUITABLE LOCATION TO AVOID ANY INTERFERENCES WITH THE

EXISTING EQUIPMENT AND PROVIDE THE REQUIRED WORKING CLEARANCES PER

NEC. SEE DETAIL 1 ON DRAWING E-117 FOR

UNISTRUT INSTALLATION DETAILS.

4. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONTROL CABLES AND CONDUITS

AS SHOWN ON SCHEMATIC DIAGRAM (DRAWING E-115).

5. CONTRACTOR SHALL PROVIDE AND INSTALL 208V, 3P, 30A, DISCONNECT SWITCH

IN NEMA 4X STAINLESS STEEL ENCLOSURE. CONTRACTOR SHALL ADJUST

DISCONNECT SWITCH LOCATION IN THE FIELD TO AVOID INTERFERENCES WITH

OTHER UTILITIES AND TO PROVIDE REQUIRED WORKING CLEARANCES.

6. CONTRACTOR SHALL PROVIDE SURGE STUDY TO INFORM CLOSING SPEED OF

VALVE P51, DESCRIBED IN SPECIFICATION 409500, PART 2.4.6.

VC-AV71-1

DPS RTU M9

LCP-F

PP-ROW A

CKT. 36

CKT. 20, 22, 24

DS-P51-1

ALTITUDE VALVE ELECTRICAL

PLAN

40.33-01-E-114

ALTITUDE VALVE ELECTRICAL PLAN

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

(120V POWER)

CLOSING SOLENOID

VALVE SV-AV71-1

UPSTREAM

PRESSURE TRANSMITTER

PT-AV71-1

ALTITUDE VALVE CONTROLLER

OPENING SOLENOID

SV-AV71-2

DOWNSTREAM

PRESSURE TRANSMITTER

PT-A71-2

ALTITUDE

VALVE POSITION

TRANSMITTER

ZT-AV71-1

VALVE P-51 DISCONNECT

(NOTE 5)

UNISTRUT

SUPPORT (NOTE 3 )

VALVE P-51

ACTUATOR

CP-P51-1

REVERSE FLOW SWITCH

FSH-R

1/2 inch = ft.

VAULT

LOW VOLTAGE MH

MH 8-200

MH 8-388

V 8-474

8-386

8-229

36" 3RD HIGH

36" 2ND HIGH

18" PIPE

INV.:194.34

ACCESS

INV.:191.32

INV.:147.09

MH 8-341

HIGH

VOLTAGE

STAIR

LODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD

SFSFSFSFSFSFSFSFSF

SF SF SF SF SF SF SF SF SF

SFSFSFSFSF

SSFSSFSSFSSF

STAGING/

STOCKPILE

AREA

STORAGE TANK

1. CUT AND REMOVE DOWN STREAM PORTION OF

OVERFLOW PIPING AND EXISTING HEADWALL.

INSTALL NEW CONCRETE HEADWALL, VALVE,

AND RIP-RAP AT PIPE OUTFALL.

2. INSTALL HEADWALL WITH WALL PIPE EXTENDED

AND FLANGED TO ALLOW INSTALLATION OF

18" FLAP VALVE WITH PEST SCREEN AND TEE WITH BLIND

FLANGE FOR CLEANOUT.

3. MAINTAIN CONTINUOUS FENCE LINE AND PROVIDE

APPROPRIATE SAFETY MEASURES DURING CONSTRUCTION

OF THE HEADWALL AND DUCTBANK.

4. RIP-RAP TO BE DDOT CLASS 1 TYPE.

5. MAINTAIN LIMITED DISTURBANCE OF VEGETATION AND

NO DISTURBANCE OF TREES DURING HEADWALL

CONSTRUCTION.

6. MAINTAIN 18" MIN. BETWEEN SECURITY FENCE POST AND

WALL EDGE OF UNDERGROUND BACKWASH TANK.

7. MAINTAIN 10' MIN BETWEEN SILT FENCE AND WALL EDGE OF

UNDERGROUND BACKWASH TANK. SEE STRUCTURAL DWGS

FOR MEMBRANE INSTALLATION.

8. CONTRACTOR SHALL PROVIDE SILT FENCE AS NEEDED TO

PROTECT 12' WIDE PATH FOR EXCAVATION REQUIRED FOR

DUCT BANK INSTALLATION.

9. CONTRACTOR TO RESTORE DISTURBED AREAS TO ORIGINAL

GRADES EXCEPT WHERE NOTED. GRASS SEED SHALL BE

APPLIED AS DIRECTED BY THE ENGINEER.

10. CONTRACTOR TO EXCAVATE EXISTING PIPE ALONG EXISTING

ALIGNMENT UNTIL NEW PIPE CAN BE CONNECTED AND

INSTALLED AT C/L EL. 154.00.

NEW 8" CHAINLINK FENCE

WITH 12' SWING GATES

(NOTE 6)

INSTALL RIP-RAP

AROUND PIPE OUTFALL

NEW CONCRETE HEADWALL

WITH FLAP VALVE

C-102

INSTALL SILT FENCE

AROUND STAGING/STOCKPILE AREA

CONSTRUCTION ACCESS

40.33-01-C-102

UNDERGROUND BWT OVERFLOW PIPE

ROUTING & DISCHARGE PLAN

OCTOBER 2018

(SEE NOTES 8 & 9)

UNDERGROUND BACKWASH

WATER TANK MODIFICATIONS.

(SEE NOTE 7)

CONNECT TO EXISTING PIPE (SEE NOTE 10)

EXISTING 18" PIPE

REMOVE AND REPLACE

(APPROXIMATELY 40 L.F.)

SUPER SILT

FENCE

TERMINATE SUPER

COMMENCE SUPER

TERMINATE SUPER

SILT FENCE AT

EXISTING FENCING

C-102 C-104

C-102 C-105

C-102 C-103

EXISTING FENCE DISTURBED DURING

CONSTRUCTION TO BE RESTORED TO

NEW CONDITION

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N:463,123.5104

E:1,280,555.7549

164.20m

N:462,925.9848

E:1,280,716.2485

195.84m

1 inch = 20 ft.

Sheets and Views

C-102

DATE DESCRIPTION BY

REV

ELECTRICAL SCHEMATIC

DIAGRAMS

40.33-01-E-115

1. EXISTING PLC PANEL DPS RTU M9 SHALL BE MODIFIED TO ACCOMMODATE NEW I/Os AND TO PROVIDE MONITORING FOR

THE DEVICES SHOWN.

2. SCHEMATIC WIRING DIAGRAMS ARE GENERIC IN NATURE. MANUFACTURER SHALL PROVIDE ALL NECESSARY COMPONENTS

REQUIRED FOR PROPER OPERATION AND INTERFACE WITH SCADA SYSTEM.

3. CONTRACTOR SHALL INCLUDE ALL CONTROL/SIGNAL CABLES AND CONDUITS AS REQUIRED BY APPROVED SHOP DRAWINGS.

4. CONTRACTOR SHALL PROVIDE AND INSTALL CONTROL PANEL LCP-F FOR REVERSE FLOW SWITCH INTERFACE WITH P51 ISOLATION

BUTTERFLY VALVE ACTUATORS, AV-71 ALTITUDE VALVE CONTROLLER, AND PLANT SCADA PANEL DPS-RTU-M9. THE PANEL SHALL

INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING COMPONENETS:

- 15A, 1P, 120V CIRCUIT BREAKER

- "RESET" PUSH BUTTON

- 24VDC POWER SUPPLY WITH 120VAC INPUT

- 120VAC COIL RELAY WITH THREE (3) N.O. 120VAC/DC, 5 AMP RATED CONTACTS

- 120VAC COIL RELAY WITH ONE (1) N.O. 120VAC/DC, 5 AMP RATED CONTACT

- REVERSE FLOW INDICATING LIGHT

5. CONTRACTOR SHALL PROVIDE AND INSTALL A 15 AMP, 1 P CIRCUIT BREAKER IN PANELBOARD PP-ROW A. THE BREAKER

SHALL BE OF THE SAME MANUFACTURER AND HAVE THE SAME AIC RATING AS THE PANELBOARD.

6. CONTRACTOR SHALL PROVIDE AND INSTALL REVERSE FLOW SWITCH WITH 120VAC, 2A RATED CONTACT. CONTACT

SHALL CLOSE UPON REVERSE FLOW DETECTION. SEE SPEC 409500 FOR FLOW SWITCH DETAILS.

7. ALTITUDE VALVE CONTROLLER SHALL BE SUPPLIED BY VENDOR IN A NEMA 4X ENCLOSURE CONTAINING 24VDC POWER

SUPPLY FOR THE VALVE CONTROLLER.

ISOLATION BUTTERFLY

VALVE ACTUATOR

12 #14 IN

1.25" C.

OPEN

POSITION

CLOSE

FAULT

SPARES

CALL TO OPEN

CKT. 20,22,24

4 #12 & 1 #12

GND IN 1" C.

OPEN

POSITION (DI)

CLOSE

POSITION (DI)

FAULT (DI)

CALL TO OPEN

(DO)

(NOTE 1)

4 #12 & 1 #12

GND IN 1" C.

VALVE P-51 ACTUATOR SCHEMATIC

SCALE: NONE

VALVE P-51 DISCONNECT

CONTROLLER

VC-A71-1

(BY VENDOR)

PRESSURE

(AI)

CKT. 36

20A, 1P

2 #12 & 1 #12 GND

IN 1" C.

ALTITUDE

(NOTE 1)

120V, 1PH,

60HZ

1 STP #16

IN 1"C.

ZT-AV71-1

SHLD

PT-AV71-1

PT-AV71-2

3 STP #16 IN 1.25" C.

6 #14 IN 1" C.

(DI)

2 #12 & 1 #12

GND IN 3/4" C.

CLOSING

SOLENOID

SV-AV71-1

CLOSING

SOLENOID

SV-AV71-2

2 #12 & 1 #12

GND IN 3/4" C.

ALTITUDE VALVE CONTROLLER SCHEMATIC

208/120V, 3PH, 4W

(NOTE 4)

2 #12 & 1 #12 GND

IN 1" C.

120V, 1PH,

REVERSE FLOW SWITCH

(NOTE 6)

2 #14 IN 3/4" C.

REVERSE FLOW

DETECTED

(NOTE 4)

120V

1PH

ISOLATION BUTTERFLY

VALVE ACTUATOR

ALTITUDE WAVE

CONTROLLER

VC-A7-1

PLANT SCADA PANEL

DS-RTU-M9

CR-FSH-R

CONTROL PANEL LCP-F WIRING DIAGRAM

CR-FL

TO SCADA

DPS-RTU-M9

TO VC-A71-1

TO CP-P51-1

15A, 1P

120VAC, 1PH, 60HZ

PANELBOARD PP-ROW A

LEGEND:

- PANEL TERMINAL

INTERFACE

(DI)

15A

1P

DETECTOR RELAY

DETECTOR LATCH RELAY

DETECTOR LIGHT

CALL TO CLOSE

CALL TO CLOSE

(DO)

INTERLOCK

FROM LCP-F

24VDC

POWER

SUPPLY

(NOTE 7)

INTERLOCK

FROM LCP-F

CR-F

CR-F

RESET

LT-FL

C-103

40.33-01-C-103

BURIED VALVE REPLACEMENT

DETAILS

EXISTING 4-212 VAULT - VALVE REPLACEMENT

EL. 176.00

DEMOLITION PLAN

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

SECTION A

C/L EL. 141.8±

EL. 149.00

EL. 139.00

UNDERGROUND BACKWASH TANK FLOW CHAMBER

C/L EL. 140.0

24" PIPE EMERGENCY

WASH WATER LINE

EXISTING 24"

BUTTERFLY VALVE

TO BE REMOVED

12'-0"12"6" 12" 6"

4'-3" 4'-6"

EXISTING 30"

VALVE TO BE

REMOVED

CIP IN VAULT

TO REMAIN

EXISTING 30" CIP SLEEVES

TO BE REMOVED (TYP. OF 2)

VALVE TO BE

REMOVED

CIP IN VAULT

TO REMAIN AS SHOWN

EXISTING 30" CIP SLEEVE

(TYP. OF 2)

TO REMIAN

12'-0"12"6" 12" 6"

C/L EL. 141.8±

EL. 149.00

EL. 139.00

4'-3" 4'-6"

9'-0"

12" 7'-0"

DEMOLITION PLAN

SECTION B

SCALE: 1/2 = 1'-0"

EXISTING 8-130 VAULT - VALVE REPLACEMENT

9'-0"

12" 7'-0"

C/L EL. 140.0

EXISTING 24" PIPE

AND EXISTING MECHANICAL

COUPLING TO BE REMOVED

EXISTING 24"

EXISTING 24" PIPE

AND EXISTING MECHANICAL

COUPLING TO BE REMOVED

NEW 30" RESTRAINED

FLANGE ADAPTER

NEW 30" FLG X FLG DIP PIPE (SEE NOTE 8)

NEW 30" BUTTERFLY VALVE

EXISTING SUPPORT TO

BE MODIFIED IF REQUIRED

NEW TIE RODS THROUGH WALL

FASTEN TO EXISTING PLATE

ON OUTSIDE FACE OF VAULT

WALL (SEE NOTE 6)

EXISTING 24" FLG PIPE

TO REMAIN IN PLACE

EXISTING WALL SLEEVE

EXISTING 30" CIP WALL SLEEVE

TO REMAIN IN PLACE (TYP. OF 2)

EXISTING 24" P.E.

PIPE TO COUPLING

EXISTING 24" P.E.

PIPE TO COUPLING

EXISTING WALL SLEEVE

EXISTING 30" CIP WALL

SLEEVE TO REMAIN IN

PLACE (TYP. OF 2)

EXISTING 24" FLG PIPE

WATER SEAL

TIE ROD HOLES

THROUGH WALL

NEW 24" BUTTERFLY VALVE

NEW 24" FLG X FLG DIP PIPE

NEW 24" RESTRAINED

FLANGE COUPLING ADAPTER

NEW 24" BUTTERFLY VALVE

CAST IRON VALVE BOX,

UPPER SECTION

EXTENSION ROD REQD W/ 2"

OPERATING NUT 1'-0" BELOW

GRADE WHEN VALVE ` IS

OVER 3'-0" BELOW GRADE

5" CAST IRON SOIL PIPE

EXTENSION, LENGTH AS

REQUIRED

SET COVER OF VALVE BOX

AND CONC PAD FLUSH WITH

FINISH GRADE

6" MIN, 1'-0" MAX

VALVE ENDS

TO BE FIELD

VERIFIED BY

GEAR OPERATOR

CAST IRON LID

PROVIDE 4" THICK

CONCRETE PAD

FINISHED GRADE

COMPACTED

BACKFILL

EXISTING 8-100 12" BUTTERFLY VALVE REPLACEMENT

EXISTING SUPPORT TO

BE MODIFIED IF REQUIRED

EL. 147.50

EL. 147.50

C-101C-103

C-103 C-103

C-102C-103

NEW 30" BUTTERFLY VALVE

MAIN OFFICE BLDG.

8-101

8-486

8-534

8-102

8-100

REPLACE VALVE 8-100

REMOVE AND REPLACE

PIPE AS NEEDED

(SEE NOTE 1)

1. CONTRACTOR TO REPLACE PIPE FROM VALVE

TO NEARBY COUPLING SLEEVE.

CONTRACTOR TO PROVIDE NEW COUPLING

SLEEVE EVEN IF EXISTING

CONFIGURATION DOES NOT

INCLUDE A COUPLING SLEEVE.

2. NEW VALVE, PIPING AND

APPURTENANCES SHALL

BE RESTRAINED MECHANICAL

JOINT COMPONENTS.

7/8" DIA. ASTM A136 GRADE B7 (TYP. OF 4)

TIE TO EXISTING

WALL PIPE

TIE TO LUG PLATES

NEW 24" RESTRAINED

FLANGE COUPLING ADAPTER

NEW 24" FLG X FLG DIP PIPE

(2) 6" - 90° BEND

1. SECTION VIEW DEPICTS ONLY RELEVANT EQUIPMENT AND PIPING

SLATED FOR DEMOLITION.

2. ALL DEMOLITION WORK SHALL PROCEED IN ACCORDANCE

WITH CONTRACT SPECIFICATIONS.

3. DEMOLITION DRAWINGS DERIVED FROM RECORD DRAWINGS.

CONTRACTOR TO FIELD VERIFY EXISTING EQUIPMENT, PIPING

CONDITION AND DIMENSIONS, ELEVATIONS AND LOCATIONS

PRIOR TO THE START OF ANY CONSTRUCTION WORK.

4. REMOVE DEBRIS PER CONTRACT SPECIFICATIONS.

5. RECYCLE METALS PER CONTRACT SPECIFICATIONS.

6. TIE RODS SHALL BE SIZED TO MATCH EXISTING RODS.

7. PREPARE SURFACE AND COAT REMAINING AND INSTALLED PIPE IN

FLOW CHAMBER WITH NSF 61 EPOXY.

8. PROVIDE INSULATING GASKETS, SLEEVES, AND WASHERS WHEN MATING

PIPING OF DISSIMILAR MATERIAL.

9. SEE SPEC 01 14 00, WORK RESTRICTIONS, FOR SEQUENCE OF CONSTRUCTION.

10. VALVE 4-212 RESTRAINT MAY REQUIRE INSTALLATION OF WELDING DOG EARS

BASED ON CONDITION OF PIPING.

11. VAULTS MAY BE FLOODED AT TIME OF CONSTRUCTION AND MAY REQUIRE

TEMPORARY DEWATERING ACTIVITIES.

2'-3" 4-3"

REMOVE 6" PLUG VALVE IN

FLOW CHAMBER AND INSTALL

GOOSE NECK PIPING

(SEE NOTE 7)

6" - 90° BEND

6" - 90° BEND

C/L EL. 176.58

SECTION C

SCALE: 1/2 = 1'-0"

EL. 196.67

KNEE BRACE

SUPPORT TYP.

EL.194.58

W.L.EL. 192.00

C-103C-105

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1/2 inch = ft.

2.67

3/8 inch = ft.

1.33

2.67

5.33

10.67

Sheets and Views

C-103

C-104

40.33-01-C-104

DETAILS

CONCRETE HEADWALL WITH FLAPPER VALVE

SCALE: 1" = 2'

EXISTING 18"

OVERFLOW PIPE

4"

1'

RIP-RAP

SECTION B-B

DDD

MIN. 3D

18"

HEADWALL PLAN

RIP-RAP

3D MINIMUM

MIN.

3D

SECTION A-A

FILTER FABRIC

FILTER FABRIC

DISCHARGE AREA STABILIZATION

POSTS

CROSS SECTION

ELEVATION

STEP 1

STEP 2

STEP 3

STAPLESTAPLE

STAPLE

STAPLESTAPLE

SILT FENCE CONSTRUCTION SPECIFICATIONS

1. USE WOOD POSTS 1

X 1

INCH (MINIMUM) SQUARE CUT OF SOUND

QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODEN POST USE

STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1

POUND PER LINEAR FOOT.

2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO

MORE THAN 6 FEET APART.

3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS

AND FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS

WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION.

4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED

REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING

THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1

MATERIALS.

5. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND.

BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF FABRIC.

6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND

STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL.

7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL

FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT

RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE.

8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN

SILT FENCE OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE

GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE.

FINAL

CONFIGURATION

6 FT M

TE

TO

TE

36 IN MIN. FENCE POST LENGTH

DRIVEN MIN. 16 IN INTO GROUND

16 IN MIN. HEIGHT OF

WOVEN SILT FILM GEOTEXTILE

8 IN MIN. DEPTJ

INTO GROUND

36 IN MIN. FENCE

POST LENGTH

WOVEN SILT FILM

GEOTEXTILE

FENCE POST LENGTH 18 IN MIN.

ABOVE GROUND

UNDISTURBED GROUND

FENCE POST DRIVEN A MIN.

OF 16 IN INTO GROUND

EMBED GEOTEXTILE

MIN. OF 8 IN VERTICALLY

INTO THE GROUND

BACKFILL AND COMPACT

THE SOIL ON BOTH SIDES

OF GEOTEXTILE

TWIST POSTS TOGETHER

JOINING TWO ADJACENT SILT FENCE SECTIONS (TOP VIEW)

18" FLAP VALVE

C-102C-104

NEW 18" DUCTILE IRON PIPE C/L EL. 154.20

18" - 11.25° MJ BEND

C/L EL. 154.00

(SEE NOTE 1)

#24 MESH SST BASKET

STRAINER IN 18" SPOOL

PIECE

NONSHRINK GROUT

DISCHARGE AREA

STABILIZATION BEYOND

END OF HEADWALL

TOP OF FLOOR EL. 152.71

2'-6"

(REF.)

DIA.

PIPE

TOP OF BACK WALL EL. 158.21

18" FLAP VALVE

18" TEE WITH BLIND FLANGE

SCALE: NONE SCALE: NONE

HORZ #5 @ 8" EF

VERT #5 @ 8" EF

#5 @ 6" T&B EA WAY

HORZ #5 @ 8" EF WITH CORNER BARS

AS SHOWN, TYP

VERT #5 @ 8" EF, TYP

TOP OF FLOOR EL. 152.71

#5 @ 8" T&B EA WAY

18" TEE WITH BLIND FLANGE

4'-8" (REF.)

EL. 156.00

TOP OF BACK WALL EL. 158.21

6" OF #57 STONE SUBGRADE

1. CONTRACTOR TO EXCAVATE EXISTING PIPE ALONG

EXISTING ALIGNMENT UNTIL NEW PIPE CAN BE

CONNECTED AND INSTALLED AT C/L EL. 154.00

2. RESTORE FINISHED GRADES TO EXISTING CONDITIONS

AFTER EXCAVATION AND BACKFILL.

3. DESIGN CRITERIA:

REQUIRED MINIMUM ANGLE OF INTERNAL FRICTION

OF SOIL BACKFILL: 28 DEGREES

REQUIRED ALLOWABLE SOIL BEARING PRESSURE: 1,200 PSF

REQUIRED MINIMUM COEFFICIENT OF SLIDING FRICTION: 0.25

MAX SURCHARGE ON BACKFILL: 60 PSF

4. FOR STRUCTURAL GENERAL NOTES, SEE DRAWING S-001.

5. INSTALL MECHANICAL SEAL AND GROUT AFTER BACKFILL IS COMPLETE.

24" PIPE SLEEVE AND

MECHANICAL SEAL (SEE NOTE 5)

WALL BEYOND

TOP OF FRONT WALL EL. 155.21

3"CLR

TYP

4" DIA HDPE PERFORATED DRAIN PIPE

ENCASED IN 12" X 12" CROSS SECTION

OF #57 STONE AND WRAPPED IN NON-WOVEN

GEOTEXTILE FILTER FABRIC. SLOPE AND

DAYLIGHT TO ATMOSPHERE.

LAP, TYP

EDGE OF WATER

EL. 150.61 (REF.)

EL. 152.00

EL. 158.00

EL. 156.00

15'-0"

7'-0"10"

4" DIA DRAIN

PIPE (TYP.)

2" CLR TYP.

C-104 C-104

6" - 9" RIPRAP STONES

ON TOP OF NON-WOVEN

GEOTEXTILE FABRIC

PER SECTION 31 00 00 EARTH WORK

2 (MIN)

CORNER BARS

PIPE SLEEVE

PASSING PIPE

MODULAR MECHANICAL

SEAL ASSEMBLY WITH

SST BOLTS AND NUTS,

AS SPECIFIED

WALL PIPE PENETRATION SEAL

C-104C-104

C-104 C-104

PRIME COAT

EXIST PAV'T

12"

12"

TACK COAT

BITUMINOUS PAVEMENT PATCHING

C-101C-104

NEW UTILITY

SAW CUT

PAV'T EDGE

EXIST. STONE

BASE COURSE

COMPACTED

BACKFILL

SAME AS EXISTING

STONE BASE COURSE

6" MIN.

2" BIT. CONC.

SURFACE

COURSE

VARIES

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1 inch = 2 ft.

Sheets and Views

C-104

CONDUIT AND CABLE SCHEDULE

TYPE TAG DESCRIPTION

CONTROL

C1000 12 #14 IN 1.25" C

C1001 2 #14 IN 1" C

C1002 6 #14 IN 1" C

C1003 2 #14 IN 1" C

C1004 2 #14 IN 1" C

C1005 2 #14 IN 1" C

POWER

P1000

4 #12, 1 #12G IN 1" C

P1001

4 #12, 1 #12G IN 1" C

P1002

2 #12, 1 #12G IN 3/4" C

P1003

P1004

P1005

SIGNAL

S1000 1 STP #16 IN 1"C

S1001 1 STP #16 IN 1"C

S1002 1 STP #16 IN 1"C

S1003 3 STP #16 IN 1.25"C

1. CONTRACTOR SHALL USE TWO (2) EXISTING SPARE 20A, 1-POLE BREAKERS IN PANELBOARD PP-ROW

A LOCATED AT PUMP STATION (EL. 118'-0"). IF NO SPARE 20A, 1-POLE BREAKERS ARE AVAILABLE, CONTRACTOR SHALL FURNISH AND INSTALL TWO (2) NEW 20A, 1-POLE BREAKERS IN AVAILABLE

CIRCUITS.

2. VENDOR SHALL PROVIDE AND CONTRACTOR SHALL INSTALL NEW AC/DC POWER CONVERTER FOR

PROVIDING 24 VDC POWER TO ALTITUDE VALVE CONTROLLER VC-A71-1.

3. CONTRACTOR SHALL PROVIDE AND INSTALL 20, 3P, 208V CIRCUIT BREAKER IN EXISTING

PANELBOARD PP-ROW A TO FEED NEW ISOLATION BUTTERFLY VALVE ACTUATOR. THE BREAKER

SHALL BE OF THE SAME MANUFACTURER AS THE PANELBOARD AND HAVE THE SAME AIC RATING.

ALTITUDE VALVE CONTROLLER

VC-AV71-1 (BY VENDOR)

(NOTE 2)

PUMP STATION FIELD

(NOTE 1 & 3)

ACTUATOR

ALTITUDE VALVE POWER AND CONTROL

RISER DIAGRAM

40.33-01-E-116

ALTITUDE VALVE POWER AND CONTROL RISER DIAGRAM

(BY EC)

P1005

C1003

C1004

C1005

C-105