CLIENT

VICINITY MAP

PROJECT

LOCATION

SAN SIMEON

BRADLEY

SAN MIGUEL

PASO ROBLES

TEMPLETON

ATASCADERO

CAYUCOS

CAMBRIA

LOS

OSOS

MORRO

BAY

o

101

1

1

P

A

C

I

F

I

C

O

C

E

A

N

MONTEREY COUNTY

SANTA BARBARA COUNTY

KERN COUNTY

AVILA BEACH

PISMO BEACH

ARROYO GRANDE

NIPOMO

GROVER BEACH

SANTA MARIA

CUYAMA

SHANDON

46

46

41

SAN LUIS OBISPO

CITY OF MORRO BAY/CAYUCOS SANITARY DISTRICT

WASTEWATER TREATMENT PLANT

HEADWORKS IMPROVEMENTS

REVIEWED BY:

REVIEWED BY:

PO BOX 1604

ARROYO GRANDE, CA 93421 (805) 904-6530

Know what's

R

JUNE 11, 2014

1 10

DATE

OF

SHEET

G-1

PROJECT

WASTEWATER

TREATMENT PLANT

HEADWORKS

IMPROVEMENTS

ROB LIVICK, PE/PLS DATE

DATE

Eileen K. Shields, PE

No. C74757 Exp. 12/31/2015

ENGINEER OF RECORD

AREA MAP

PUBLIC SERVICES DIRECTOR/CITY ENGINEER

OWNER FURNISHED

EQUIPMENT STORAGE AREA

MCC ROOM

MOTOR ROOM

CONTRACTOR

STAGING AREA

SCREENINGS AREA

ATASCADERO ROAD

CITY OF MORRO BAY

/ CAYUCOS SANITARY

DISTRICT

DATE

DESCRIPTION

REV

14 23

APPR

PROJECT ENGINEER

REG NUMBER

EXP DATE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEET

0 11/2

CIT

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F M

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Y/C

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Know what's

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JUNE 11, 2014

PO B

OX

160

4A

RRO

YO G

RAN

DE,

CA

934

21

(80

5) 9

04-6

530

ES/JH

ES/RL

JH

EILEEN K. SHIELDS

C74757

12/31/2015

G-2

1. LOCATE AND PROTECT EXISTING UTILITIES AND

STRUCTURES.

2. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE BEFORE

STARTING WORK. PROMPTLY REPORT ANY CONFLICT

BETWEEN DETAILS OR DIMENSIONS ON THE DRAWINGS TO

THE OWNER'S REPRESENTATIVE.

3. LOCATIONS OF UTILITIES AND STRUCTURES SHOWN ON THE

PLANS HAVE BEEN DETERMINED BY AVAILABLE

INFORMATION. CONTRACTOR SHALL VERIFY BEFORE

STARTING WORK AND PROMPTLY NOTIFY OWNER'S

REPRESENTATIVE OF ANY DISCREPANCIES.

4. RESTORE ALL PAVEMENT, CONCRETE, ASPHALT, GRAVEL

AND DRIVEWAY SURFACES REMOVED OR DAMAGED DURING

CONSTRUCTION. SURFACES SHALL BE RESTORED IN-KIND

UNLESS INDICATED OTHERWISE.

5. MAINTAIN ON SITE THE LATEST SIGNED CONSTRUCTION

DOCUMENTS AT ALL TIMES. MAINTAIN A COMPLETE AND

ACCURATE RECORD OF ALL CHANGES IN CONSTRUCTION

FROM THAT SHOWN ON THE PLANS AND SPECIFICATIONS

FOR THE PURPOSE OF PROVIDING A BASIS FOR RECORD

DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR

WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE.

6. FURNISH AND MAINTAIN CHEMICAL TOILETS FOR USE BY

WORKERS AND SUBCONTRACTORS. COORDINATE

LOCATION WITH OWNER'S REPRESENTATIVE.

7. PREVENT CONSTRUCTION TRAFFIC FROM TRACKING

SEDIMENT ONTO ROADWAYS.

8. MAINTAIN OWNER ACCESS TO PROJECT SITE THROUGHOUT

CONSTRUCTION.

9. ALL SPECIFICATIONS, DRAWINGS, AND DETAILS INCLUDED IN

THE CONTRACT DOCUMENTS SHALL FULLY APPLY TO THE

WORK WHETHER SPECIFICALLY REFERENCED OR NOT.

10. PROVIDE VIDEO TO DOCUMENT THE PRE-EXISTING

CONDITIONS OF THE PROJECT SITE AND SURROUNDING

ARES. SUBMIT THE VIDEO TO THE CITY PRIOR TO THE START

OF CONSTRUCTION.

11. MAINTAIN THE WORK AREA IN A NEAT, CLEAN AND SANITARY

CONDITION AT ALL TIMES AND TO THE SATISFACTION OF

THE OWNER.

12. SEE AREA MAP ON SHEET G-1 FOR THE APPROXIMATE

LIMITS OF CONTRACTOR STAGING AREA AND

OWNER-FURNISHED EQUIPMENT STORAGE AREA. VERIFY

LOCATIONS AND LIMITS WITH CITY PRIOR TO START OF

WORK. MAINTAIN MINIMUM 10-FOOT SETBACK FROM

EXISTING STRUCTURES.

GENERAL NOTES:

GE

NE

RA

L N

OT

ES

, A

BB

RE

VIA

TIO

NS

, A

ND

S

HE

ET

IN

DE

X

1. THE PROJECT HAS BEEN DESIGNED TO MINIMIZE THE

POTENTIAL NEED FOR BYPASS PUMPING. THE CITY CAN

PLACE STOP GATES IN THE CHANNEL TO AID THE

CONTRACTOR DURING WORK IN THE BAR SCREEN

CHANNEL. SEE SPECIFICATION SECTION 015800. THE

CONTRACTOR SHALL COORDINATE WITH THE OWNER'S

REPRESENTATIVE TO EVALUATE THE DIVERSION

CAPABILITIES, SCHEDULE AND AVAILABILITY. PROVIDE A

MINIMUM OF 72 HOURS NOTICE PRIOR TO THE NEED FOR

CHANNEL DIVERSION. SHOULD THE CONTRACTOR

DETERMINE THAT SEWAGE BYPASSING IS REQUIRED TO

COMPLETE THE PROJECT, THE CONTRACTOR SHALL

CONFORM TO THE REQUIREMENTS IN SPECIFICATION

SECTION 015800.

2. CONTRACTOR WILL BE LIABLE FOR FINES AND OTHER

COSTS ASSOCIATED WITH SEWAGE SPILLS BY THE

CONTRACTOR OR OTHER PROBLEMS CAUSED BY

INADEQUATE FLOW HANDLING BY THE CONTRACTOR.

SEWAGE FLOW HANDLING AND BYPASSING

AA AERATION AIR

IA INSTRUMENT AIR

SA SERVICE AIR

D DRAIN

2W UNDISINFECTED PROCESS WATER

3W DISINFECTED PROCESS WATER

W POTABLE WATER

WW WASTEWATER (RAW)

SERVICE ABBREVIATIONS

SCR MECHANICALLY-CLEANED SCREEN

HLS HIGH LEVEL SWITCH

LE ULTRASONIC LEVEL SENSOR

PROCESS EQUIPMENT AND INSTRUMENTATION

2 OF 10

SHEET SHEET SHEET

NUMBER TITLE DESCRIPTION

1 G-1

2 G-2

3 C-1

4 C-2

5 C-3

6 E-1

7 E-2

8 E-3

9 E-4

COVER SHEET

GENERAL NOTES, ABBREVIATIONS, AND INDEX SHEET DEMOLITION PLAN

SITE PLAN

CIVIL DETAILS

GENERAL ELECTRICAL NOTES AND LEGEND

SINGLE LINE DIAGRAM

SCREENING AREA ELECTRICAL PLAN

ELECTRICAL PLANS, MOTOR ROOM, AND MCC ROOM

ELECTRICAL DETAILS

SHEET INDEX

10 E-5

MECHANICALLY-CLEANED

BAR SCREEN AND LOCKOUT

PANEL/PEDESTAL

SLUICE GATE

HIGH

LEVEL SWITCH

SLUICE GATE

SLUICE GATE

OPERATOR

SERVICE AIR

RECEIVER

SHEAR BOX DIFFUSER,

TYP. OF 8

AUTO

SAMPLER

CLEANOUT FOR

BUBBLER LINE

TYP. OF 3

SLUICE GATE

GRINDER AND

TRAVELING SCREEN

A

C-1

SHEAR BOX DIFFUSER,

TYP. OF 8

P

P

P

P

P

D 3

D S

A

D S

A 4

GRINDER

CONTROLS D

S

SAMPLER

CONDUITP

4

SCREENINGS

AREA

4

4

SLIDE

GATES

PRESSURE TRANSDUCER

ULTRASONIC TRANSDUCERP

SLIDE GATE,

TYP OF 6

GRATING,

TYP.

SLIDE GATE

STORAGE AREA

S

EXISTING

MECHANICALLY-CLEANED

BAR SCREEN

SLUICE GATE

MECHANICAL CRANE

4

D

PUMP INLET

CHANNEL

VORTEX SUPPRESSOR

SHEAR BOX

DIFFUSER TYP.

P

P

D 3

A

4A

PRESSURE

TRANSDUCERP

ULTRASONIC

TRANSDUCER

P

S

DATE

DESCRIPTION

REV

14 23

APPR

PROJECT ENGINEER

REG NUMBER

EXP DATE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEET

0 11/2

CIT

Y O

F M

OR

RO

BA

Y/C

AY

UC

OS

SA

NIT

AR

Y D

ISTR

ICT

WA

STE

WA

TER

TR

EA

TME

NT

PLA

NT

HE

AD

WO

RK

S IM

PR

OV

EM

EN

TS

Know what's

R

JUNE 11, 2014

PO B

OX

160

4A

RRO

YO G

RAN

DE,

CA

934

21

(80

5) 9

04-6

530

ES/JH

ES/RL

JH

EILEEN K. SHIELDS

C74757

12/31/2015

C-1

DE

MO

LIT

IO

N P

LA

N

Scale: 1 inch:3 feet

SITE PLAN

1

Scale: 1 inch:3 feet

CROSS SECTION

A

CONSTRUCTION NOTES: KEY NOTES:

A ABANDON

C CITY TO REMOVE

D DEMOLISH AND DISPOSE

P PROTECT IN PLACE

S SALVAGE AND DELIVER TO CITY

1. SEE SPECIFICATION SECTION 024100 FOR DEMOLITION AND

PROTECTION OF EXISTING UTILITIES.

2. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE BEFORE

STARTING WORK. PROMPTLY REPORT ANY CONFLICT BETWEEN

DETAILS OR DIMENSIONS ON THE DRAWINGS TO THE OWNER'S

REPRESENTATIVE.

3. REMOVE MECHANICALLY-CLEANED SCREEN AND APPURTENANCES.

SALVAGE BAR RACK AND DELIVER TO CITY. DEMOLISH AND

DISPOSE OF REMAINING MECHANICALLY-CLEANED SCREEN AND

APPURTENANCES. REMOVE AND DISPOSE OF GROUTING AND

CONCRETE SCREEN SUPPORTS IN CHANNEL AND REPAIR TO FORM

SMOOTH CHANNEL WALLS. THERE EXISTS AN AREA OF EXTENDED

CHANNEL WIDTH IN THE LOCATION OF THE EXISTING

MECHANICALLY-CLEANED SCREEN. THE DIMENSIONS OF EACH

EXTENSION IS APPROXIMATELY 7 INCHES BY 6 FEET FOR FULL

DEPTH OF CHANNEL. RESTORE CHANNEL WALLS TO 3 FOOT WIDTH.

INSTALL #4 EPOXY COATED REBAR 12 INCHES ON CENTER EW.

OVERLAP 12 INCHES MINIMUM. BEND VERTICAL BARS 90°, 6 INCHES

AT TOP AND TIE TO HORIZONTAL BARS. DRILL AND EPOXY 6-INCH

DEEP MINIMUM, CENTERED IN CUT OUT. ENSURE MINIMUM 2-INCH

CONCRETE COVERING OVER REBAR. FORM AND PLACE CONCRETE

TO PROVIDE SMOOTH, UNIFORM CHANNEL WALL. USE TYPE II/V

CEMENT. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE

STRENGTH FC=3,000 PSI. FINISH SURFACE BY REPAIRING

DEFECTIVE CONCRETE, REMOVING FINS, FILLING DEPRESSIONS

1/16 INCH OR DEEPER, FILLING TIE HOLES, REMOVING MORTAR

SPLATTER AND REMOVING BULGES HIGHER THAN 1/16 INCH.

4. REMOVE, SALVAGE AND DELIVER TO CITY TWO SLUICE GATE

OPERATORS AND ASSOCIATED ABOVE-DECK HARDWARE.

DEMOLISH, REMOVE, AND DISPOSE OF TWO 6-INCH SLUICE GATES

AND ASSOCIATED BELOW-DECK HARDWARE. PLUG EXISTING 6-INCH

DRAINS WITH SANDBAG MINIMUM 1 FOOT FROM CHANNEL WALL.

FILL 6-INCH DRAIN PIPE BETWEEN PLUG AND CHANNEL WITH

NON-SHRINK GROUT. APPLY SMOOTH FINISH TO EXPOSED

NON-SHRINK GROUT AT CHANNEL AND INTEGRATE WITH ADJACENT

CHANNEL WALL. FILL 24-INCH DRAIN WITH 2-SACK SLURRY. APPLY A

STIFF BRISTLE BROOM FINISH AT DECK SURFACE AND INTEGRATE

WITH ADJACENT CONCRETE SURFACE.

3 10OF

CHANNEL (UNISTRUT P1000,

OR EQ) MOUNT TO WASH PRESS LOCAL

CONTROL STATION MOUNTING STAND

HIGH

LEVEL SWITCH

SLUICE GATE

SLUICE GATE

OPERATOR

SERVICE AIR

RECEIVER

AUTO

SAMPLER

WASHING PRESS

SLUICE TROUGH

11.1 FT 7.31 FT

HLS-2

LE-3LE-4

SCR-2

5F

T O

C T

YP

.

SCR-1

HLS-1

LE-1

A

C-2

LE-2

NEW 2"-3W CONNECT

TO EXISTING 2"-3W

3

NEW 2"-3W3

NEW 4"-D

6

NEW 2"-3W3

WASHING PRESS LOCAL

CONTROL STATION

4

NEW ALUMINUM

GRATING9

SCREENINGS

AREA

SLIDE GATE

STORAGE AREA

SLUICE GATE

MECHANICAL CRANE

PUMP INLET CHANNEL

EL 105.00

11.1 FT

WASHING PRESS1

EL 99.50

SCREENINGS BAGGER1

4.23 F

T

SCREENING

CONTAINER

(BY OTHERS)

3/4" EPOXY ANCHOR,

316 SST, TYP. OF 2

SCR-11

PIPE SUPPORT, MOUNT TO WASH

PRESS LOCAL CONTROL STATION

MOUNTING STAND PER DETAIL

3/C-3

1

WASHING PRESS1

SLUICE TROUGH

FILL CHANNEL POCKET

WITH NON-SHRINK GROUT,

FLUSH WITH INVERT OF

CHANNEL

3.96 FT

FRONT OF SCREEN

LEVEL

SENSOR,TYP.

NEW 4"-D 4

GRATING 5

EFFLUENT

CHANNEL

NEW 2"-3W

7

LEVEL

SENSOR,TYP.

GRATING9

ULTRASONIC

TRANSDUCERP

PRESSURE

TRANSDUCER P

8-INCH SDR-35 PVC

DROP PIPE PER

DETAIL 5/C-3

DATE

DESCRIPTION

REV

14 23

APPR

PROJECT ENGINEER

REG NUMBER

EXP DATE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEET

0 11/2

CIT

Y O

F M

OR

RO

BA

Y/C

AY

UC

OS

SA

NIT

AR

Y D

ISTR

ICT

WA

STE

WA

TER

TR

EA

TME

NT

PLA

NT

HE

AD

WO

RK

S IM

PR

OV

EM

EN

TS

Know what's

R

JUNE 11, 2014

PO B

OX

160

4A

RRO

YO G

RAN

DE,

CA

934

21

(80

5) 9

04-6

530

ES/JH

ES/RL

JH

EILEEN K. SHIELDS

C74757

12/31/2015

C-2

SIT

E P

LA

N

Scale: 1 inch:3 feet

SITE PLAN

1

Scale: 1 inch:3 feet

SCREEN CHANNEL SECTION

A

CONSTRUCTION NOTES:

1. INSTALL OWNER FURNISHED SCR-1 AND SCR-2, SLUICE

TROUGH, WASHING PRESS, LOCAL CONTROL STATION,

CONTROL PANEL, LEVEL SENSORS AND SWITCHES, AND ALL

ASSOCIATED APPURTENANCES PER MANUFACTURER'S

RECOMMENDATIONS AND SPECIFICATION SECTIONS 016400

AND 400200.

2. LOCATIONS SHOWN FOR LEVEL SENSORS AND SWITCHES ARE

APPROXIMATE. MAINTAIN MINIMUM CLEARANCE FROM

SCREEN OF 3 FEET PER MANUFACTURER'S

RECOMMENDATION. COORDINATE FINAL LOCATION OF LEVEL

SENSORS AND SWITCHES WITH CITY. INSTALL ULTRASONIC

TRANSDUCER PER DETAIL 2/C-3. INSTALL HIGH-LEVEL SWITCH

AT ELEVATION 102.5 FEET PER MANUFACTURE'S

RECOMMENDATIONS. PROVIDE AND INSTALL STAINLESS

STEEL MOUNTING HOOK ASSEMBLY (CONERY MHG 1 HB, OR

EQUAL) FOR CABLE SUPPORT. PROVIDE AND INSTALL

3/16-INCH SST CHAIN AND CONNECT TO FLOAT CABLE WITH

MINIMUM TWO 1/4-INCH SST CABLE CLIPS.

3. PROVIDE AND INSTALL 2”-3W PER SPECIFICATION SECTION

402053. CONNECT TO EXISTING 2”-3W SUPPLY AT EXISTING

VALVE AND INSTALL 2"-3W AND BASKET STRAINER PER DETAIL

4/C-3. PROVIDE AND INSTALL FRAMING CHANNEL PIPE CLAMPS

(UNISTRUT P1117 OR EQUAL) ALONG WALL TO SECURE 2”-3W

LINE. CONTRACTOR MAY UTILIZE EXISTING WALL MOUNTS.

PROVIDE AND INSTALL PIPE SUPPORT PER DETAIL 3/C-3.

INSTALL PIPE OVERHEAD AT EL. 113 FEET BETWEEN WALL

AND WASH PRESS LOCAL CONTROL STATION STAND PER

DETAIL. CONNECT 2”-3W TO WASHING PRESS VALVE

MANIFOLD AND TO SLUICE TROUGH. INSTALL 2”-3W LINE

ALONG CONCRETE DECK BELOW SLUICE TROUGH. SECURE

PIPE TO DECK USING 1-5/8 INCH CHANNEL SECTIONS

(UNISTRUT P1000, OR EQUAL, 10 INCHES LONG) AND FRAMING

CHANNEL PIPE CLAMP (UNISTRUT P1117, OR EQUAL). INSTALL

ONE CHANNEL SECTION AND PIPE CLAMP EVERY 4 FEET,

CENTER TO CENTER. CENTER PIPE CLAMP IN CHANNEL

SECTION.

4. PROVIDE AND INSTALL SCH80 PVC 4”-D FROM WASHING

PRESS, ALONG DECK, TO EFFLUENT CHANNEL AS SHOWN.

SECURE PIPE TO DECK USING TWO 1-5/8 INCH CHANNEL

SECTIONS (UNISTRUT P1000, OR EQUAL, 10 INCHES LONG)

AND FRAMING CHANNEL PIPE CLAMP (UNISTRUT P1117, OR

EQUAL). SPACE PIPE CLAMPS APPROXIMATELY 18 INCHES ON

CENTER. CENTER PIPE CLAMP IN CHANNEL SECTION.

REPLACE EXISTING GRATING PER NOTE 9. CUT GRATING TO

ACCOMMODATE 4"-D AND INSTALL 4”-D INTO EFFLUENT

CHANNEL AND INTO DROP PIPE PER DETAIL 5/C-3.

5. PROVIDE AND INSTALL ALUMINUM GRATING UPSTREAM AND

DOWNSTREAM OF SCR-1 AND SCR-2. FIELD FIT TO ENCLOSE

EXISTING CHANNEL OPENING PER DETAIL 1/C-3 AND

SPECIFICATION SECTION 055300.

6. MAINTAIN 6 INCHES CLEARANCE BETWEEN EDGE OF GRATING

AT PUMP INLET CHANNEL AND OUTER EDGE OF WASHING

PRESS.

7. IMBED ANCHOR 6 1/2 INCHES DEEP MINIMUM INTO EXISTING

CONCRETE CHANNEL FLOOR, PER MFR. RECOMMENDATIONS.

8. ALL PIPE SUPPORT CHANNEL, PIPE CLAMPS, AND HARDWARE

SHALL BE TYPE 304 STAINLESS STEEL.

9. REMOVE AND SALVAGE OF EXISTING GRATING SECTION.

PROVIDE AND INSTALL ALUMINUM GRATING PER DETAIL 1/C-3

AND SPECIFICATION SECTION 055300. GRATING SECTION IS

APPROXIMATELY 3'-0.5" BY 3'-1". FIELD VERIFY.

4 OF 10

GRATING

1/2" DIA EPOXY AB

AT 18" OC MAX

NOTE:

1. GRATING PER SPECIFCATION SECTION 055300.

WATER LEVEL

NOTES:

1. REFER TO DWG C-2 FOR CHANNEL DIMENSIONS.

2. FURNISH AND INSTALL MOUNTING BRACKET PER

MANUFACTURER'S RECOMMENDATIONS.

MILLTRONICS FMS-210

MOUNTING BRACKET

5IN TO 19IN

103.50 (LOWEST)

TRANSDUCER

(OWNER FURNISHED)

GRATING

NORTH WALL

WASHING

PRESS

SCR-1

CHANNEL, UNISTRUT P1000 OR EQUAL.

MOUNT TO WASH PRESS CONTROL

STATION MOUNTING STAND. (2"-3W

RUNS BEHIND CHANNEL)

2"-3W

STOP

INITIATE

E-STOP

OFF

REVFOR

OFF

AUTOHAND

EL=105FT

CHANNEL,

UNISTRUT P1000,

OR EQUAL

8 F

T

UNION

UNION

SECURE 2"-3W TO

CHANNEL USING

CHANNEL PIPE

CLAMPS (UNISTRUT

P1569, OR EQUAL

1" NPT WATER

CONNECTION

LOCAL

SCREEN

CONTROL

CONNECTIONS OF 2"-3W AND WASHING

PRESS WATER CONNECTIONS NOT

SHOWN FOR CLARITY

PUMP INLET CHANNEL

NEW 4"-D 3

EFFLUENT CHANNEL

NEW ALUMINUM

GRATING

ULTRASONIC

TRANSDUCER CONDUIT P

PRESSURE

TRANSDUCER P

8-INCH SDR-35 PVC 1

NOTES:

1 FURNISH AND INSTALL 8-IN SDR-35 PVC DROP PIPE TO RECEIVE

4"-D. INSTALL 12 INCHES BELOW GRATING, 10 INCHES ABOVE

CHANNEL FLOOR, AND MAINTAIN 6 INCHES BETWEEN DROP PIPE

AND WEST EDGE OF EFFLUENT CHANNEL.

2 MOUNT 8-IN SDR-35 PVC DROP PIPE TO CHANNEL WALL USING TWO

1-5/8 INCH CHANNEL SECTIONS (UNISTRUT P1000, OR EQUAL, 10

INCHES LONG) AND FRAMING CHANNEL PIPE CLAMP (UNISTRUT

P1126 OR EQUAL).

3 FURNISH AND INTALL 4"-D PER C-2. INSTALL 4"-D 4 INCHES INTO 8-IN

SDR-35 PVC DROP PIPE. CENTER 4"-D IN DROP PIPE.

P PROTECT IN PLACE

10"

6"

12"

4"

EL = 99.50

EL = 105.00

CHANNEL AND

2 PIPE CLAMPS

NOTES:

1 EXISTING 2"-3W WITH VALVE AND END

CAP (PROVIDED BY CITY) AT

CONNECTION POINT.

2 CONNECT TO EXISTING 2"-3W.

LOCATION APPROXIMATE. FIELD

VERIFY. FURNISH AND INSTALL 2"-W

PER SPECIFICATION SECTION 402053.

INSTALL UNIONS PER SPECIFICATION

SECTION 402053.

3 FURNISH AND INSTALL 2 INCH BASKET

STRAINER (EATON MODEL 72,

THREADED CONNECTION, SS BODY,

140 MESH MINIMUM, OR EQUAL) AT

CENTERLINE ELEVATION OF 108 FT (3

FT FROM DECK). PROVIDE GALVANIZED

STEEL UNION AT EACH CONNECTION

TO STRAINER. PROVIDE AND INSTALL

1-5/8 INCH X 3-1/4" INCH CHANNEL

SECTION (BACK TO BACK) (UNISTRUT

P1001, OR EQUAL) AND FRAMING

CHANNEL PIPE CLAMP (UNISTRUT

P1117, OR EQUAL) TO SECURE PIPE.

4 PROVIDE AND INSTALL 2"-3W PER

SPECIFICATION SECTION 402053 AT

ELEVATION 111.67 FT

(APPROXIMATELY 6'-8" FROM DECK).

CONTINUE ALONG WEST WALL AND

NORTH WALL PER SITE PLAN ON C-2.

C CITY TO REMOVE

P PROTECT IN PLACE

C

C

C

P

P

EXISTING

2"-3W

6.67 F

T

4

2

3 F

T

3

WEST

WALL

NORTH

WALL

1

C

NOTES:

1. HOT DIPPED GALVANIZED WELDED ASSEMBLY AFTER FABRICATION

PER ASTM A153. IF GALVANIZATION IS DAMAGED DURING ASSEMBLY

OR FROM FIELD WELDING, RECOAT WITH ZRC COLD GALVANIZING

COMPOUND AS MANUFACTURED BY ZRC WORLDWIDE, OR

EQUIVALENT.

2. COORDINATE FINAL LOCATION WITH CONDUIT ROUTING AND

SUBMIT PER ELECTRICAL PLANS AND SPECIFICATIONS.

6"

1"

SECTION A-A

9/16" DIA,

TYP

1"

ELEV. 105 FT CONCRETE DECK

8 F

T M

IN

C

LE

AR

1-5/8" X 3-1/4" CHANNEL (UNISTRUT

P1001, OR EQUAL) CONNECT TO

PLATE WITH 316 SST BOLTS

8" X 8" X 3/8" THICK GALVANIZED

STEEL PLATE

4 INCH DIAMETER GALVANIZED

STEEL PIPE STANCHION WITH 8" X

8" X 3/8" THICK BASE PLATE (ANVIL

FIG. 63P, OR EQUAL

1/2" 316 SST ANCHORS,

EMBED 6 INCHES MIN, TYP.

OF 4

1" GROUT

AA

FIELD WELD AND RECOAT

IF REQUIRED.25

DATE

DESCRIPTION

REV

14 23

APPR

PROJECT ENGINEER

REG NUMBER

EXP DATE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

SHEET

0 11/2

CIT

Y O

F M

OR

RO

BA

Y/C

AY

UC

OS

SA

NIT

AR

Y D

ISTR

ICT

WA

STE

WA

TER

TR

EA

TME

NT

PLA

NT

HE

AD

WO

RK

S IM

PR

OV

EM

EN

TS

Know what's

R

JUNE 11, 2014

PO B

OX

160

4A

RRO

YO G

RAN

DE,

CA

934

21

(80

5) 9

04-6

530

ES/JH

ES/RL

JH

EILEEN K. SHIELDS

C74757

12/31/2015

C-3

CIV

IL D

ET

AIL

S

Scale: NTS

GRATING SUPPORT

1

Scale: NTS

ULTRASONIC LEVEL TRANDUCER

2

Scale: NTS

PIPE SUPPORT

3

5 10OF

Scale: NTS

DROP PIPE FOR DRAIN

5

Scale: NTS

2"-3W AND STRAINER

4

Scale: NTS

PIPE RACK

6

DATE

DESCRIPTION

REV14 23

APPR

PROJECT ENGINEER

REG NUMBER

EXP DATE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

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GENERAL ELECTRICAL NOTES1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND

ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT ATTIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:

A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2011 NATIONAL ELECTRICAL CODE AND 2012 INTERNATIONAL FIRECODE, INTERNATIONAL BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCAL AMENDMENTS AS APPLICABLE.

2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER.KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN ASAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS,FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETYPRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.

3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7.CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALLASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM ASDETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCALAUTHORITY HAVING JURISDICTION.

4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:

+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET BOX)+48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)+79" AFF: TOP OF HIGHEST HANDLE POSITION OF ANY CIRCUIT BREAKER

5. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLYDESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS ORRIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNSWHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICEBOXES).

6. EQUIPMENT ANCHORAGE NOTEALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICALFORCES PRESCRIBED IN THE 2010 CBC, SECTION 1615A.1.20 AND ASCE 7-05 SECTIONS 13.3, 13.4 & 13.6.

THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOTBE DETAILED ON THE PLANS:

A. EQUIPMENT WEIGHING LESS THAN 400 POUNDS SUPPORTED DIRECTLY ON THE FLOOR OR ROOF.B. FURNITURE REQUIRED TO BE ATTACHED IN ACCORDANCE WITH PART 2, TITLE 24, C.C.R..C. TEMPORARY OR MOVABLE EQUIPMENT.D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECTTO THE APPROVAL OF THE ENGINEER AND THE FIELD REPRESENTATIVE.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THE FORCES PRESCRIBED IN ASCE7-05 SECTION 13.3 AS DEFINED IN ASCE 7-05 SECTION 13.6.8, 13.6.7, AND 13.6.5.5, ITEM 6, RESPECTIVELY.

MECHANICAL SYSTEMS

1. MECHANICAL UNIT CONDUITS: TO PREVENT DAMAGE DUE TO VIBRATION, BOTH POWER AND CONTROL WIRING CONDUITSFEEDING EXTERIOR MECHANICAL UNITS SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR WITH LIQUID TIGHTFLEXIBLE TYPE AT FINAL CONNECTION TO UNIT AND BETWEEN ROOF JACK AND DISCONNECT SWITCH WHERE DISCONNECT ISMOUNTED ON UNIT.

2. MECHANICAL CONTROLS: PROVIDE AND INSTALL CONDUIT AND REQUIRED CABLING FROM EACH MECHANICAL CONTROLSLOCATION TO CONTROLLED MECHANICAL UNITS. COORDINATE WITH APPROVED SCREENING EQUIPMENT SHOP DRAWINGS.

3. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE. ANYNEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED BETWEEN SIGNAL CABINETS, CONTROLS LOCATION, AND TOCONTROLLED MECHANICAL UNITS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE ASWELL AS WELL AS CABLING SHOWN ON RISER DIAGRAMS AND APPROVED SHOP DRAWINGS.

EXISTING BUILDINGS/INSTALLATIONS

1. ASBESTOS: IF DURING THE COURSE OF WORK THE CONTRACTOR OBSERVES THE EXISTENCE OF ASBESTOS, ORASBESTOS-BEARING MATERIALS, THE CONTRACTOR SHALL IMMEDIATELY TERMINATE FURTHER WORK ON THE PROJECT ANDNOTIFY THE OWNER OF THE CONDITION. THE OWNER WILL, AFTER CONSULTATION WITH THE OWNER'S REPRESENTATIVE,DETERMINE A FURTHER COURSE OF ACTION.

2. ANY DEMOLITION WORK SHOWN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOTREPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO CAREFULLY EXAMINE THE SITE AND THE CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION ANDRECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

3. EXISTING CONDITIONS: INFORMATION SHOWN FOR EXISTING CONDITIONS WAS PRIMARILY GAINED FROM "AS BUILT" DRAWINGSAND/OR LIMITED FIELD INVESTIGATION. BEFORE BID, VISIT SITE TO VERIFY EXISTING CONDITIONS AND MAKE ALLOWANCE FORVARIATIONS FROM THAT SHOWN.

4 EXISTING CONDUCTORS: INTERCEPT, EXTEND, REROUTE, REPULL CONDUCTORS, SPLICE AND OTHERWISE MODIFY EXISTINGCONDUCTORS OF ALL SYSTEMS AS REQUIRED TO MAINTAIN AND/OR ESTABLISH PROPER FUNCTION AND SATISFY DESIGNINTENT. REMOVE ABANDONED CONDUCTORS.

5. EXISTING COMMUNICATIONS, DATA AND CATV AND OTHER LOW VOLTAGE TYPE SYSTEM OUTLET LOCATIONS SHOWN ON THEPLAN TO BE RELOCATED SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. MODIFY EXISTING SYSTEM AS REQUIREDFOR FULL FUNCTION (SAME AS EXISTING) IN NEW LOCATION.

6. WHERE EXISTING BUILDING CONSTRUCTION, MECHANICAL UNITS AND OTHER EQUIPMENT IS SHOWN TO BE REMOVED,DISCONNECT AND REMOVE ALL ASSOCIATED ELECTRICAL AND CONTROLS INSTALLATION.

7. CLOSELY COORDINATE OUTAGE AND FACILITY DISRUPTION TIME WITH CIVIL ENGINEER AND OWNER. MINIMUM 7 DAYS ADVANCENOTICE IS REQUIRED BEFORE ANY CIRCUIT SHUTDOWN OR DISRUPTION OF FACILITY PERSONNEL FUNCTIONING. SEE CIVILPLANS AND THE PROJECT DOCUMENTS FOR ADDITIONAL OUTAGE REQUIREMENTS.

NUMBERED SHEET NOTES: REFERS TO NOTESON SAME SHEET AS REFERENCE

DETAIL REFERENCE:

-DETAIL DESIGNATION-SHEET NUMBER REFERENCE

CONVENTIONSX

-

1

2003 FEEDER SCHEDULE DESIGNATION(EXAMPLE: 2003 = 200 AMPERE, 600V, 3 CURRENT CARRYING CONDUCTORS,'CO14' INDICATES CONDUIT ONLY,QUANTITY (1) AND SIZE 4"

JUNCTION BOX

MAIN SWITCHBOARD

NOT IN CONTRACT

NIGHT LIGHT

RELOCATE(D)

TO BE REMOVED

TYPICAL

UNDERCABINET

UNDERGROUND

VOLT AMPERES

WATT, WIRE

WEATHERPROOF (NEMA 3R)

UNLESS OTHERWISE NOTED

MAIN TELEPHONE TERMINAL BOARD

TELEPHONE OUTLET

DATA OUTLET

SAFETY DISCONNECT

TELEVISION OUTLET

VOLTV

WP

VA

W

(R)

UC

UG

UON

TBR

TYP

NIC

NL

P POLE

MSB

MTTB

(N) NEW

ABBREVIATIONSAMPERE

AMP FUSE RATING

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMPERES INTERRUPT CAPACITY

AMP SWITCH RATING

BELOW FINISH GRADE

CIRCUIT BREAKER

CIRCUIT

CONDUIT

EXISTING

ELECTRICAL CONTRACTOR

EXHAUST FAN

CA. ELECTRICAL CODE

(E) IN (N) LOCATION

(E) TO BE (R)

FIRE ALARM

FIRE ALARM CONTROL PANEL

GROUNDING CONDUCTOR

GENERAL CONTRACTOR

GROUND

GALVANIZED RIGID STEEL

MECHANICAL CONTRACTOR

ISOLATED GROUND

GANGED WITH SWITCH

MAIN CIRCUIT BREAKER

LIGHTING

MAIN LUGS ONLY

FUTURE

GROUND FAULT CKT INTERRUPTER

POWER/COMM.SINGLE RECEPT.

DUPLEX RECEPT.

DUPLEX- HALF SWITCHED

DOUBLE DUPLEX

SPECIAL CONFIGURATION

DUPLEX- FLOOR OUTLET

FLUOR. STRIP UON

DIRECTIONAL FLOOD

FA

DPST

OCCUPANCY SENSOR

W/THERMAL OVERLOAD

DUAL LEVEL SWITCHING

SWITCHLEG DESIGNATION

W/PILOT LIGHT

KEY OPERATED

3-WAY

4-WAY

DIMMER

TIMER SWITCH

MC

MCB

MLO

IG

GWS

LTG

GFI

GND

GRS

G

FACP

GC

SWITCHESSPST

(E)

(EXN)

(EXR)

(F)

EC

EF-#

CEC

CKT

C

AS

BFG

CB

NOTE: INTERPRET IN CONTEXT

LIGHT FIXTURESWALL SURFACEMOUNT

LEGEND

AFF

AFG

AIC

A

AF

PHONE/DATA COMBO OUTLET

UNDERWRITERS LABORATORIESUL

NORMALLY OPENNO

NORMALLY CLOSEDNC

AUXILIARY (CONTACT)AUX

AND POWER PACK

- REFER TO CIVIL SHEETS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

- EQUIPMENT SHOWN TO BE REMOVED IS SHOWN FOR REFERENCE ONLY. INFORMATION WAS OBTAINED FROM LIMITED FIELDINVESTIGATION AND MAY NOT REPRESENT ALL ELECTRICAL DEMOLITION. FIELD VERIFY CONDITIONS ANDDISCONNECT/REMOVE ALL EQUIPMENT AS REQUIRED TO MEET THE INTENT OF THAT SHOWN ON THE CIVIL AND ELECTRICALDRAWINGS.

- ALL ELECTRICAL EQUIPMENT SHOWN ON DRAWING (OR REQUIRED) TO BE DEMOLISHED SHALL BE DISCONNECTED, REMOVEDAND DISPOSED OF BY ELECTRICAL CONTRACTOR. NO EQUIPMENT (RACEWAYS, BOXES, CABLING, ETC.) SHALL BEABANDONED IN PLACE AND COVERED BY NEW CONSTRUCTION.

- SCHEDULE ANY OUTAGES WITH CIVIL ENGINEER AND OWNER PRIOR TO DE-ENERGIZATION OF ANY SERVICE EQUIPMENT,BRANCH CIRCUITS OR FEEDERS. SEE EXISTING BUILDINGS/INSTALLATIONS, NOTE 7 ON THIS SHEET.

- DISCONNECTION/REMOVAL OF EXISTING COMMUNICATIONS SYSTEMS COMPONENTS SHALL BE SCHEDULED WITH THE CIVILENGINEER AND OWNER AND COORDINATED WITH THEIR VENDORS.

- DISPOSE OF ALL REMOVED EQUIPMENT UNLESS OTHERWISE DIRECTED BY THE OWNER. THE OWNER SHALL BE GIVEN FIRSTRIGHT TO SALVAGE PRIOR TO DISPOSAL.

- COORDINATE REMOVAL OF EXISTING EQUIPMENT WITH CONSTRUCTION SCHEDULE AND PHASING. VERIFY REMOVAL OFEQUIPMENT WITH CIVIL ENGINEER AND OWNER PRIOR TO SCHEDULING WORK. COMPLETE NEW CONSTRUCTION INCOORDINATION WITH EQUIPMENT INSTALLATION AND PHASING. KEEP EXISTING EQUIPMENT IN SERVICE UNTIL NEWEQUIPMENT IS OPERATIONAL.

GENERAL ELECTRICAL DEMOLITION PLAN NOTES

MANUFACTURERMFR

REQUIREMENTSREQT'S

P/S POWER SUPPLY

FUSIBLE SWITCH

GROUNDING ELECTRODE CONDUCTOR

PHASE

MISCELLANEOUS

CIRCUIT BREAKER

GENERATOR

MOTOR

GROUNDING ELECTRODE SYSTEMAND GROUND BUS BAR

UTILITY METERING EQUIPMENT ANDUTILITY APPROVED METERING PROVISIONS

TRANSFORMER (XFMR)

TERMINATION LUGSSUITED FOR CONDUCTORS SHOWN

KIRK-KEY INTERLOCK DEVICE

SURGE PROTECTOR DEVICE

H.O.A. STARTER WITH INTEGRAL OVERLOADAND CONTROL TRANSFORMER

SOLID STATE SOFT STARTER

MOMENTARY CONTACT SWITCH (N.O.)

NORMALLY CLOSED (N.C.) CONTACT

NORMALLY OPEN (N.O.) CONTACT

ROTARY SELECTOR SWITCH

MOMENTARY CONTACT SWITCH (N.C.)

VARIABLE FREQUENCY DRIVE

CONDUIT STUB (W/MARKER)

VERTICAL CONDUIT RUN

FLEXIBLE CONNECTION

SURFACEMOUNT RACEWAY

LOW VOLTAGE

CONDUIT/WIRE

NEW POWER HOMERUN(3 HOTS & 3 NEUT SHOWN)

NEW, UNDERGROUND

EXISTING, UNDERGROUND

NEW, ABOVE GROUND

EXISTING, ABOVE GROUND

TYPE 316 STAINLESS STEELSS

CUSTOMER POWER METERING EQUIPMENT

CONTROLS CABLINGCTRL

PWR POWER AND GROUNDING CONDUCTORS

E-1

MECHANICAL EQUIPMENT TAGXX-XXREFER TO CIVIL PLANS AND EQUIPMENT SUBMITTALS

DATE

DESCRIPTION

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PARTIAL SINGLE LINE DIAGRAM

SINGLE LINE DIAGRAM NOTES- ALL CONDUCTORS SHALL BE COPPER WITH INSULATION TYPE LISTED FOR WET LOCATION (EITHER XHHW OR THWN).

- ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTEDAND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS. ALL FEEDER CONDUCTORS AND CONDUITS ARE SIZED BASED ON USEOF 75 DEG. C COPPER WIRES TYPE THWN/THHN.

- ALL EQUIPMENT SHALL BE APPROVED HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC110-2).

503

REFERENCE NOTES1. NEW CIRCUIT BREAKER STYLE AND AIC RATING TO MATCH EXISTING.

PROVIDE CIRCUIT BREAKER HARDWARE MOUNTING COMPATIBLE WITHEXISTING ELECTRICAL EQUIPMENT.

2. CONNECT TO SCREENING MAIN CONTROL PANEL (OWNER-FURNISHED).COORDINATE POWER AND CONTROLS CONNECTIONS WITH EQUIPMENTSUBMITTALS PROVIDED IN SPECIFICATIONS APPENDIX A.

3. NEW 30A, 480V SAFETY SWITCH, NEMA 7/9 ENCLOSURE WITH O-RINGSEAL, EXPLOSIONPROOF CLASS 1 DIV 1, DOUBLE COATED CASTALUMINUM WITH TYPE 316 STAINLESS STEEL HINGES AND HARDWARE,PAD-LOCKABLE HANDLE. EATON CAT. NO. DS361UX OR APPROVEDEQUAL.

4. CONNECT TO CONTROLS ENCLOSURE AT EQUIPMENT(OWNER-FURNISHED). COORDINATE POWER AND CONTROLSCONNECTIONS WITH EQUIPMENT SUBMITTALS PROVIDED INSPECIFICATIONS APPENDIX A.

2

(1) 1"C (3) #8 THWN & (1) #8 GND.503

E-2

SCREENING EQUIPMENT CONTROL RISER DIAGRAM

253

(1) 1"C (3) #12 THWN & (1) #12 GND.253

253 253

3

4

LE-1

LE-2

HLS-1

LE-3

LE-4

HLS-2

NOTE:REFER TO CIVIL PLANS FOR LOCATIONS OF COMPONENTSAND EQUIPMENT. ITEMS SHOWN ON ELECTRICAL PLAN AREAPPROXIMATE LOCATION AND SHALL BE VERIFIED WITHCIVIL PLANS AND APPROVED EQUIPMENT SUBMITTAL SHOPDRAWINGS.

SCR-1 SCR-2WASHING PRESS

MAIN CONTROLTO MCC ROOM

PANEL

PROVIDE EXPLOSION PROOFSEALS, CLASS 1 DIV1

GROUP D AREA, FOR ALLPOWER AND CONTROLS

CONDUITS ENTERINGSCREENING AREA.

HLS-1

LE-1 LE-2

LE-4LE-3HLS-2

4

5

WASHING PRESS

SCR-1

SCR-2

POWER ANDCONTROLS

CONDUITS ANDCABLING. SEE RISER

ON SHEET E-2 FORSIZE AND QUANTITY.

ROUTE HIGHON EAST

WALL.

ROUTEOVERHEAD

BETWEEN WALLAND PIPE RACK.

MINIMUMHEIGHT = 8 FT

APPROXIMATEPWR & CTRL

CONDUITROUTING

SHOWN WITHBOLD LINE.

TRANSITION DOWN TOFLOOR AND ROUTE TO

CONTROL BOXES,FLOATS, AND

TRANSDUCERS.

ROUTEAROUNDEXISTING

DUCT.

6

4

7

TO "MCC-C1"

(E) 1"C SPARE

(E)JB

(E)JB

TO "HCP"

(E) 3/4"C SPARE(E)

LTI-2105

(E)JB

(E)1"C, CTRL

(E)3/4"C, PWR

(E)JB

(E)1"C, PWR & CTRL

TO "HCP"& "MCC-C1"

TO "HCP"

"MCC-C1"TO

(TBR)MECH. SCREEN

(TBR)GRINDER

(E)LDS-2103

(E) 3/4"C(2)#14

1

2

3

4

5

DATE

DESCRIPTION

REV14 23

APPR

PROJECT ENGINEER

REG NUMBER

EXP DATE

DATE:

DESIGNED:

APPROVED:

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DETAILED:

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REFERENCE NOTES1. DISCONNECT AND REMOVE EXISTING MECHANICAL SCREENING

EQUIPMENT.

2. DISCONNECT AND REMOVE EXISTING SCREENING EQUIPMENTCONTROLS, POWER AND CONTROLS CABLING BACK TO SOURCE.EXISTING UNDERGROUND CONDUIT TO REMAIN.

3. DISCONNECT AND REMOVE EXISTING GRINDER CONTROLS, POWERAND CONTROLS CABLING BACK TO SOURCE. EXISTING UNDERGROUNDCONDUIT TO REMAIN.

4. PROVIDE DISCONNECT SWITCH AND CONNECT TO SCREENINGEQUIPMENT CONTROL BOX. MOUNT ON TYPE 316 STAINLESS STEELSTRUT, P1000 WITH P1887 BASE, ANCHOR TO FLOOR WITH (4) 3/8" 316SS ANCHORS, 1" EMBED. SEE SINGLE LINE DIAGRAM AND RISER ONSHEET E-2 FOR ADDITIONAL REQUIREMENTS.

5. PROVIDE DISCONNECT SWITCH AND CONNECT TO WASHING PRESSCONTROL BOX. MOUNT ON TYPE 316 STAINLESS STEEL STRUT, P1000WITH P1887 BASE, ANCHOR TO FLOOR WITH (4) 3/8" 316 SS ANCHORS,1" EMBED. SEE SINGLE LINE DIAGRAM AND RISER ON SHEET E-2 FORADDITIONAL REQUIREMENTS.

6. FIELD VERIFY EXISTING CONDITIONS AND ROUTE NEW CONDUIT TOAVOID EXISTING PIPING AND EQUIPMENT TO REMAIN.

7. ROUTE OVERHEAD ON PIPE RACK, WITH TYPE 316 STRUT ATTACHMENTAND CONDUIT CLAMPS. MINIMUM HEIGHT 8 FEET. CONDUITS ANDSUPPORTS SHALL BE ROUTED AND INSTALLED WHILE MAINTAININGACCESS TO EQUIPMENT AND REMOVABLE METAL GRATING. SEE CIVILPLANS DETAIL 6 SHEET C-3 FOR ADDITIONAL REQUIREMENTS.

NORTH

SCALE:

SCREENING AREA ELECTRICAL PLAN1/4" = 1'-0"

ELECTRICAL DEMOLITION PLAN ELECTRICAL PLAN

E-3

ELECTRICAL PLAN NOTES- SEE SPECIFICATIONS APPENDIX A FOR OWNER-FURNISHED EQUIPMENT

DETAILS.

- ALL EQUIPMENT AND WIRING METHODS AT SCREENING AREA SHALL BESUITABLE FOR HAZARDOUS LOCATION, CLASS 1 DIVISION 1, GROUP D,AND SUITABLE FOR WET LOCATION, HIGHLY CORROSIVEENVIRONMENT. ALL EXPOSED METAL PARTS, FASTENERS, ANDCOMPONENTS SHALL BE TYPE 316 STAINLESS STEEL.

- CONDUIT ROUTING SHALL BE COORDINATED WITH EQUIPMENTINSTALLATION, EQUIPMENT DIMENSIONS, SPACING AND LOCATIONS.COORDINATE WITH CIVIL PLANS AND OWNER-FURNISHED EQUIPMENT,DETAILS, AND INSTALLATION REQUIREMENTS. SUBMIT CONDUITROUTING PLAN INCLUDING PROPOSED CONDUIT, TRADE SIZES,SUPPORT TYPE AND LOCATION, FOR OWNER REVIEW PRIOR TOROUGH-IN. PROVIDE 304 STAINLESS STEEL WALK-OVER TRIPPROTECTION WHERE INSTALLED ON GROUND/FLOOR LEVEL IN WALKAREAS ACCESSIBLE BY PERSONNEL. PROVIDE PIPE RACKING SYSTEMWHERE ROUTED OVERHEAD. PROVIDE EXPLOSIONPROOF NEMA 7/4XPULL BOXES INSIDE THE SCREENING AREA AS REQUIRED TO COMPLYWITH THE MAXIMUM ALLOWED BENDING ANGLES PER SPECIFICATIONREQUIREMENTS. WHERE PRACTICAL, ROUTE CONDUIT BELOWGRATING AND AT TOP OF CHANNEL TO FLOATS AND TRANSDUCERS.

(E)"HCP"

(E)"MCC-C1"

TOSCREENING

MAINCONTROLPANEL IN

MCC ROOM

(1)1

"C,

(1)3

/4"C

CTR

L

1"C

, PW

R

CORE DRILLAND SEAL

2

3(N)

SCREENINGMAIN CONTROL

PANEL

PWR & CTRL CONDUITSTO SCREENING AREA.SEE RISER ON SHEET

E-2 FOR SIZE ANDQUANTITY.

PWRHOMERUN TO

"MCC-C1"1"C

HOMERUN TO"HCP"

(E)"MCC-C"

CORE DRILLAND SEAL

ALL CONDUITPENETRATIONS

1

DATE

DESCRIPTION

REV14 23

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PROJECT ENGINEER

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EXP DATE

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DESIGNED:

APPROVED:

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DETAILED:

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M A

ND

MC

C R

OO

M

REFERENCE NOTES1. SCREENING AREA MAIN CONTROL PANEL, OWNER-FURNISHED,

CONTRACTOR INSTALLED. PROVIDE POWER AND CONTROLSCONNECTIONS. SEE SPECIFICATIONS APPENDIX A FOR ADDITIONALREQUIREMENTS.

2. CONNECT TO EXISTING MCC EQUIPMENT. SEE SINGLE LINE DIAGRAMSHEET E-2 FOR ADDITIONAL REQUIREMENTS.

3. CONNECT TO EXISTING HEADWORKS CONTROL PANEL. COORDINATEWITH OWNER FOR LANDING WIRING ON EXISTING TERMINALS.

NORTH

SCALE:

ELECTRICAL PLANS, MOTOR ROOM AND MCC ROOM1/4" = 1'-0"

MOTOR ROOMMCC ROOM

E-4

ELECTRICAL PLAN NOTES- SEE SPECIFICATIONS APPENDIX A FOR OWNER-FURNISHED EQUIPMENT

DETAILS.

- CONDUIT ROUTING SHALL BE COORDINATED WITH EQUIPMENTINSTALLATION, EQUIPMENT DIMENSIONS, SPACING AND LOCATIONS.COORDINATE WITH CIVIL PLANS AND OWNER-FURNISHED EQUIPMENT,DETAILS, AND INSTALLATION REQUIREMENTS. SUBMIT CONDUITROUTING PLAN INCLUDING PROPOSED CONDUIT, TRADE SIZES,SUPPORT TYPE AND LOCATION, FOR OWNER REVIEW PRIOR TOROUGH-IN. PROVIDE 304 STAINLESS STEEL WALK-OVER TRIPPROTECTION WHERE INSTALLED ON GROUND/FLOOR LEVEL. PROVIDEPIPE RACKING SYSTEM WHERE ROUTED OVERHEAD.

DATE

DESCRIPTION

REV14 23

APPR

PROJECT ENGINEER

REG NUMBER

EXP DATE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

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ILS

E-5

ELEVATION AT EXISTING "MCC-C1"

PROVIDE NEW CIRCUIT BREAKER INEXISTING SPACE, SEE SINGLE LINEDIAGRAM SHEET E-2. PROVIDE NEWCIRCUIT BREAKER MOUNTINGHARDWARE AND DEADFRONT COVERTO MATCH EXISTING WESTINGHOUSEEQUIPMENT.LABEL "SCREENING EQUIPMENTCONTROL PANEL".

ROUTE NEW POWER CONDUCTORSDOWN EXISTING WIREWAY.

TOP ENTRY CONDUIT HUBPENETRATION AT EXISTING MCCENCLOSURE.

NEW POWER FEEDER TO SCREENINGMAIN CONTROL PANEL AT MCC ROOM.

EXISTING "MCC-C1"LOCATED IN MOTOR ROOM.