r city of san diego p - ebidboard.com - plans... · assessor's number project data owner...

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE

APPROVED: SUBMITTED BY:

FOR CITY ENGINEER

PROJECT ENGINEER

IF THIS BAR DOES

THEN DRAWING IS

NOT TO SCALE.

10

WARNING

NOT MEASURE 1''

CHANGE DATE APPROVAL NO.AFFECTED OR ADDED SHEET NUMBERS

CONSTRUCTION CHANGE / ADDENDUM

DATE FILMED

CCS27 COORDINATE

CCS83 COORDINATE

CITY OF SAN DIEGO, CALIFORNIA

PROJECT MANAGER

CHECKED BY:

RCE#

ORIGINAL

DESCRIPTION BY APPROVED

WBSCONSULTANT

PRINT DCE NAME

N

S

EW

NOT TO SCALE

E N G I N E E R I N G C O R P O R A T I O N

Poway, California 92064

T 858.413.2400 F 858.413.2440

www.iecorporation.com

14271 Danielson Street

40054-01-D

1

IEC

IDALMIRO DA ROSA

Public Works

PUBLIC WORKS DEPARTMENT

IN

INT

ERS

TA

TE 15

B-16165

LOCATION MAP

T-1PLANS FOR THE CONSTRUCTION OF

City of San Diego

CONTRACT DRAWINGS FOR

DEL MAR

EL CAJON

SANTEE

NATIONAL

CITY

PT. LOMA

OCEAN BEACH

LA JOLLA

CORONADO

CHULA VISTA

DOWNTOWN

HILLCREST

MIRA MESA

COLLEGE AREALA MESA

LEMON GROVE

SCRIPPS RANCH

PACIFIC OCEA

N

PARK

NORTH

SAN DIEGO

SITEPROJECT

DECLARATION OF RESPONSIBLE CHARGE

N

S

EW

NOT TO SCALE

VICINITY MAP

CENTERBIOSOLIDSMETROPOLITAN

TITLE SHEET

UPGRADE

SYSTEM CHILLER

COOLING WATER

BIOSOLIDS CENTER

METROPOLITAN

COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER

BRIAN VITELLE

JORGE LARRIVA

MB

C

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SHEET OF 70 SHEETS

M.C.A.S. MIRAMAR

I

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No. M18710

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HOWARD KENNEDY

MECHANICAL246-1719

1886444-6280407

RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

THE CITY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT

UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY

CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I

PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS

THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT

5 805

52

15

8

163

94

54

8

67

5

805

163

CLAIREMONTMESA

BLVD.

STATE RO

UTE

52

CO

NV

OY

ST.

INT

ERS

TATE

CLAIREMONTMESA

BLVD.

TERS

TATE

805

ST

AT

E

DECEMBER 2018

DATE

12-13-18

SPEC. NO. 1802

12-13-2018

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER

PROJECT ENGINEERDATE FILMED

CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719


PLANS FOR THE CONSTRUCTION OF

BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

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SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

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HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

SITE BOUNDARY

YA

RD

MAIN

TE

NA

NC

EE

MP

LO

YE

EP

AR

KIN

G

SITE BOUNDARY

BIOSOLIDS ROAD

SC

ENIC

VIE

W

RO

AD

XX

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxx

xxxx

x

51

80

60

18

17

16

20

73

10

86

25

3

7

23

70

19

94

87

27

1 1

76

DIGESTED BIOSOLIDS STORAGE TANK

12

26

FUTURE COMPOSTING BIOSOLIDS FACILITY

MBC FACILITIES

51

18

1818

60

17 16

10

12

19

70

LEGEND

GENERAL PROJECT LOCATIONS

80

73

20

20

1 1

x x x x

x

x

x

x

x

xx x

XX

XX

X

XX

XX

X

X X X X

XX

X

XX

XX

XX

XX

X

X

X

X

X XX X

XX

X

X

XX

XX

XX

XX

XX

XX

XX

X

X

X X

XX

XX

XX

ROAD "F"

PIPE GALLERY

PIPE GALLERY

NG

I

VIS

ITOR PAR

K

PINE TREE RD

T-2

OPERATIONS BUILDING

RECEIVING TANK COMPLEX

BIOGAS FLARE FACILITY

CHEMICAL BUILDING

RAW SOLIDS RECEIVING TANK

CENTRIFUGE BUILDING

FUTURE BIOSOLIDS HEAT DRYING BUILDING

FUTURE DRIED BIOSOLIDS STORAGE

DIGESTER COMPLEX

ENERGY BUILDING

ELECTRIC YARD

TRUCK WASH FACILITY

DIGESTER

EMERGENCY STORAGE TANK

LIQUID WASTE RECEIVING STATION

ODOR CONTROL SYSTEM FOR W.W. P.S.

WASTEWATER PUMP STATION (W.W. P.P.)

BIOGAS HOLDING TANK AND COMPRESSORS

LIME STORAGE AND CONVEYANCE SYSTEM

DEWATERED BIOSOLIDS STORAGE BUILDING

LISTING OF DEFERRED SUBMITTALS:

TOTAL AREA OF DISTURBANCE:

LANDSCAPE AREA SQUARE FOOTAGE:

CONDITION OF SOIL (UNDISTURBED, COMPACT, OR LOSE FILL):

LEGAL DESCRIPTION:

ASSESSOR'S NUMBER

PROJECT DATA

OWNER

PROJECT TEAM

WORK TO BE DONE

356-011-08

SEC. 26-15-3W IN LOT 78

CC 000348, 296.64 AC.M/L IN

EXISTING / PROPOSED USE:

UTILITY (COOLING WATER SYSTEM FOR ENERGY BUILDING)

PE

PP

ER

VIE

W

RO

AD

TO CONVOY STREETC

87

94

26

25

86 76

27

23

3

HIL

LSID

E

RO

AD

MCAS MIRAMAR

A

SYSTEM CHILLER UPGRADE

LIMIT OF WORK FOR COOLING WATER

B

A

02

2

THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE

1.

2.

2012-0006-DWQ

PERMIT ORDER 2009-0009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND

AS AMENDED BY R9-2015-0001 AND R9-2015-0100 AND CONSTRUCTION GENERAL

THE PROJECT IS SUBJECT TO MUNICIPAL STORM WATER PERMIT NO. R9-2013-0001

LUP: RISK TYPE 1 2 3

TRADITIONAL: RISK LEVEL 1 2 3

3. CONSTRUCTION SITE PRIORITY

HIGH MEDIUM LOW

AS AMENDED BY R9-2015-0001 AND R9-2015-0100

THE PROJECT IS SUBJECT TO MUNICIPAL STORM WATER PERMIT NO. R9-2013-0001

WPCP

SWPPP

ASBS

HYDROLOGIC SUBAREA NAME & NO.

HYDROLOGIC UNIT/ WATERSHED

TOTAL SITE DISTURBANCE AREA (ACRES)

CONSTRUCTION STORM WATER PROTECTION NOTES

B

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

EXISTING ADA ACCESSIBILITYSITE PLAN &

(TYP OF 5)

ADA PARKING STALLS

AREA 70

C

C

TO PROJECT LOCATION

ADA ACCESS ROUTE

0.10

PENASQUITOS

LOS PENASQUITOS (906.1)

PROJECT MANAGER: IDALMIRO MANUEL DA ROSA

PHONE NUMBER 619-533-4629

SAN DIEGO, CA 92111

5240 CONVOY STREET

CITY OF SAN DIEGO - PUBLIC UTILITIES DEPARTMENT

COGENERATION FACILITY

CE

NT

ER

ST

PINE TREE RD

(SEE DRAWING 70-C-1A FOR LAYOUT)

CONSTRUCTION STAGING AREA

AREA OF WORK

GENERAL NOTE

FIELD INSPECTOR AND RESUBMITTED TO THE BUILDING DEVELOPMENT REVIEW DIVISION.

SITE PLAN, FLOOR PLANS, DETAILS, ETC.). THE PLANS MUST BE STAMPED BY THE

MEET CURRENT ACCESSIBILITY PROVISIONS AFFECTED BY THE REMODEL (INCLUDING

ALL EXISTING NON COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO

PROVISIONS, HE/SHE SHALL REQUIRE COMPLETE, DETAILED PLANS CLEARLY SHOWING

IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY ACCESSIBILITY

SUBHASH PATEL (858) 451-0374

STRUCTURAL ENGINEER: BEYAZ & PATEL, INC.

JOE MORAES (760) 431-7177

ELECTRICAL ENGINEER: MORAES/PHAM & ASSOCIATES

DON KING (760) 310-8544

MECHANICAL ENGINEER: DHK ENGINEERS, INC.

RICK KENNEDY (760) 231-1919

CIVIL ENGINEER: INFRASTRUCTURE ENGINEERING CORP ALL NECESSARY PIPING, MECHANICAL, ELECTRICAL, INSTRUMENTATION AND CONTROLS.

PADS WITHIN THE EXISTING CHILLER AREA TO ACCOMMODATE THE NEW EQUIPMENT AND

THE PROJECT ALSO INCLUDES THE REPLACEMENT OF ALL THE CONCRETE SLAB AND

SECONDARY WATER PUMPS AND ASSOCIATED VARIABLE FREQUENCY DRIVES (VFDs);

WITH NEW UNITS THAT MEET SPECIFICATIONS AND DCS REQUIREMENTS, AND TWO

CONTROL SYSTEM (DCS); ALL OF THE EXISTING VALVES AND VALVE ACTUATORS

VENDOR PROGRAMMABLE CONTROLS TIED DIRECTLY TO THE OVATION DISTRIBUTED

WITH FOUR NEW PUMPS; THE STAEFA PROCESS CONTROL UNIT WITH CHILLER

CHILLERS WITH THREE NEW 250-TON UNITS; THREE EXISTING PRIMARY WATER PUMPS

THE IMPROVEMENTS CONSIST OF THE REPLACEMENT OF TWO EXISTING 370-TON

ACCESS

ADA BLDG

87

C

C

REQUIREMENTS TO THE EXTENT REQUIRED BY LAW.

CONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT SITE ACCESSIBILITY

IDENTIFIED IN SHEET 40054-02-D AND DETERMINED THE NOTED EXISTING

STALLS (TYPICAL OF 5), ADA SIDEWALK ACCESS, ADA BUILDING ACCESS

TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE ADA PARKING

I AM THE OWNER REPRESENTATIVE IN RESPONSIBLE CHARGE OF THIS

DATESIGNATURE

PRINT NAME

DATESIGNATURE

PRINT NAME

ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW.

CONDITIONS OF THIS RESTROOM IS IN FULL COMPLIANCE WITH CURRENT SITE

RESTROOM IDENTIFIED IN SHEET 40054-02-D AND DETERMINED THAT EXISTING

TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE ADA ACCESSIBLE

I AM THE OWNER REPRESENTATIVE IN RESPONSIBLE CHARGE OF THIS

27332-0029-D

27332-0027-D

FOR ADDITIONAL INFORMATION SEE RECORD DRAWINGS:

GROUND FLOOR

ADA ACCESSIBLE RESTROOM

*

*

C

C

NORTHWARD

BOUNDARY EXTENDS

C

C

SOUTHWARD

BOUNDARY EXTENDS

C

CSOUTHWARD

BOUNDARY EXTENDS

C

0 300200100

SCALE 1"=100'

12/13/2018

C73039

G-1A

STANDARD ABBREVIATIONS

03

3

WTR WATER

MBC METROPOLITAN BIOSOLIDS CENTER

ABBR

ACP

APPROX

APVD

ABBREVIATIONS

ASPHALT CONCRETE PAVEMENT

APPROXIMATE

APPROVED

AVAR

B/W

B

BD

AIR VACUUM AND AIR RELEASE

BACK OF WALL

BORE

BOTTOM DRAIN

BOUNDARY

BEVEL END

BACK FLOW PREVENTER

BUILDING

BOLT

BDRY

BE

BFP

BLDG

BLT

BOP

C & G

BOTTOM OF PIPE

BOTTOM

CURB AND GUTTER

CATCH BASIN, CHALK BOARD, CUT BACK

CEMENT

CURB FACE

CLEAR

CB

CEM

CF

CONNECTION

CONSTRUCTION

CLR

CONC

CONN

CONST

CONT

COORD

C TO C

CTF

CTR

COORDINATE

CENTER TO CENTER

CUT TO FIT IN FIELD

CENTER

DET

DI

DIA

DIAG

DN

DR

DETAIL

DUCTILE IRON

DIAMETER

DIAGONAL

DOWN

DWG

E

EA

EGL

DRAWING

EAST

EACH

ENERGY GRADE LINE

EL

ENCLOSURE

ENTRANCE

EQUIPMENT

EASEMENT

EXCAVATION

EXISTING

ENCL

ENTR

EP

EQ

EQPT

ESMT

EXC

CONCRETE

CONTINUED OR CONTINUOUS

EDGE OF PAVEMENT

EQUAL

FBC

FG

FM

FT

FUT

FW

GA

GEN

GM

FURNISHED BY CITY

FINISHED GRADE

FIRE HYDRANT

FORCE MAIN

FUTURE

FIELD WELD

GAGE, GAUGE

GAS METER

GR

H/P

HDR

HGL

HGT

HORIZ

HV

ID

IF

IN

IRRG

J BOX

HIGH POINT

HEADER

HYDRAULIC GRADE LINE

HEIGHT

HORIZONTAL

INSIDE DIAMETER

INSIDE FACE

INCH

INVERT ELEVATION

IRRIGATION

JUNCTION BOX

HORIZONTAL AND VERTICAL

CONTROL POINT

L/P

L

LDG

LONG

LT

LTG

LTS

LVL

MATL

MAX

MDM

MECH

MET

MFR

MH

MIN

MISC

LOW POINT

LITER, LENGTH, LEFT

LANDING

LONGITUDINAL

LIGHTING

LIGHTS

LEVEL

MATERIAL

MAXIMUM

MEDIUM

MECHANICAL

METAL

MULT

N

NG

NIC

NOS

NTS

OD

OPNG

OPP

FHY

FEET, FOOT

GENERAL

GRADE

PAVMT

PC

PI

PL

PP

QTY

R/W

RC

RCP

REF

REINF

REQD

REV

S/W

S

SCHD

RND

RO

RR

FE FINAL EFFLUENT

AHD AHEAD

BC BEGINNING OF CURVE

BK BACK

BLVD BOULEVARD

CAST IRON PIPECIP

CI CAST IRON

CML CEMENT MORTAR LINED

DRAIN

ELEVATION

EC END OF CURVE

HP HIGH PRESSURE

ABND

AC

ABANDONED

ASPHALT CONCRETE,

ALTERNATING CURRENT

CP CATHODIC PROTECTION

CTRL

CTS

CONTROL

CORROSION TEST STATION

MON

OC

PT

PLRCP

PW

LF LINEAL FEET

CL CENTER LINE

CCP CONCRETE CYLINDER PIPE

GV GATE VALVE

Q

CFS CUBIC FEET PER SECOND

PVC

%

NO

CSP CORRUGATED STEEL PIPE

CORRUGATED METAL PIPECMP

CTB CEMENT TREATED BASE

PCC

PCR

(R)

DELTA

R

SBBM

NAD 83

IE

LIGHT, LEFT

ML

PERF

PHO TEN

PIN TOR

RHU LAN

ESC RUB ESCALLONIA RUBRA

BO BLOWOFF

CLEANOUTCO

DSL DIGESTED SLUDGE

FL FUEL LINE

FPW FIRE PROTECION WATER

RW

BOT -- BTM

D DETERGENT

IP INJECTION PUMP

POC

MANUFACTURER

MANHOLE

MISCELLANEOUS

MULTIPLE

NORTH

NOT IN CONTRACT

NUMBERS

NOT TO SCALE

OUTSIDE DIAMETER, OVERALL

OPENING

OPPOSITE

MINIMUM

PAVEMENT

POINT OF INTERSECTION,

QUANTITY

RIGHT OF WAY

SECT

SH

SL

SPECS

REINFORCED CONCRETE

REINFORCED CONCRETE PIPE

REFERENCE

REINFORCEMENT

REQUIRED

REVISION

SQ

STA

STD

STL

SYM

SYS

POINT OF CURVATURE

PROPERTY LINE

POWER POLE

T

TC

TEL

THK

TP

TRNSN

TSB

TW

TYP

UGC

UGND

VB

VC

VERT

VOL

W/

W/O

W

WT

XSEC

TBM

MONUMENT

NATURAL GAS

ON CENTER

REINFORCED CONCRETE PIPE

POLYETHELENE LINED

POINT

POTABLE WATER

TRAV

VCP

WSPSTORM FLOW (100 YEARS)

SDSD

POLYVINYL CHLORIDE

PERCENT

NUMBER

(409.1)

POINT OF COMPOUND CURVE

POINT OF CURVE RETURNTPOB

RADIAL BEARING

RANGE, RADIUS

NORTH AMERICAN DATUM 83

MAINLINE

PERFORATED

PHORMIUM TENAX

PINUS TORREYANA

RHUS LANCEA

SWR

POINT OF CONNECTION

SLG

WWD

SHC

ROUND

ROUGH OPENING

RAILROAD

SIDEWALK

SCHEDULE

SOUTH, SLOPE

SAN BERNARDINO BASE MERIDIAN

RECLAIMED WATER (RECOVERED WATER)

SECTION

SPECIFICATIONS

SQUARE

STATION

STANDARD

STEEL

SYMBOL

SYSTEM

SHEET

SLOPE LENGTH

TELEPHONE

THICK, THICKNESS

TRANSITION

TOP SET BASE

TYPICAL

UNDERGROUND CONDUIT

UNDERGROUND

VALVE BOX

VERTICAL CURVE

VERTICAL

VOLUME

WITHOUT

WEIGHT

CROSS SECTION

TEMPORARY BENCH MARK

WITH

TOP OF CURB

TOP OF WALL

WEST

TRAVERSE

VITRIFIED CLAY PIPE

WELDED STEEL PIPE

EXISTING ELEVATION

TRUE POINT OF BEGINNING

TOP, TOWNSHIP

SEWER

SLUDGE

WASHED WATER DRAIN

SODIUM HYPO CHLORITE

TELEGRAPH POLE

TELEPHONE POLE OR

ABBREVIATION MEANING ABBREVIATION MEANING ABBREVIATION MEANING ABBREVIATION MEANING

EXIST

SDR STORM DRAIN

CITY OF SAN DIEGO STANDARD DRAWING

SS SANITARY SEWER

DEPT DEPARTMENT

SIM SIMILAR

PERM PERMANENT

USED IN THIS CONTRACT.

NOTE: SOME ABBREVIATIONS MAY NOT BE

INST INSTRUMENT



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

LIST OF DRAWINGS

LD-1

04

4

cooling water system chiller upgrade

general drawings

DEMOLITION drawings

STRUCTURAL drawings

40054-24-D

40054-23-D

ELECTRICAL drawings

HVAC drawings

PLUMBING drawings

R-83A

R-82A

R-81A

R-73A

R-72A

R-71A

R-61A

R-51A

R-41A

R-32A

R-31A

R-11A

R-1A

LD-1

G-1A

T-2

T-1

40054-17-D

40054-16-D

40054-15-D

40054-14-D

40054-13-D

40054-12-D

40054-11-D

40054-10-D

40054-09-D

40054-08-D

40054-07-D

40054-06-D

40054-05-D

40054-04-D

40054-03-D

40054-02-D

40054-01-D

70-C-1A CONSTRUCTION STAGING AREA & TEMPORARY EQUIPMENT LOCATIONS 40054-18-D

CIVIL drawings

DESCRIPTIONDRAWING NO. SHEET N0. REVISION DESCRIPTIONDRAWING NO. SHEET N0. REVISION

DEMOLITION PLAN - STRUCTURAL

DEMOLITION PLAN - STRUCTURAL

DEMOLITION PLAN - PLUMBING

DEMOLITION PLAN - MECHANICAL

70-S-401A

70-S-101A

STRUCTURAL SECTION AND DETAILS

STRUCTURAL CHILLER AREA PLAN

STANDARD DETAILS

70-D-4

70-D-3

70-D-2

70-D-1

40054-22-D

40054-21-D

40054-20-D

40054-19-D

70-P-502A

70-P-501A

70-P-203

70-P-112A

70-P-111A

40054-29-D

40054-28-D

40054-27-D

40054-26-D

40054-25-D

PLUMBING SCHEDULE - 2


PLUMBING SECTIONS

GROUND FLOOR PLAN - PART 1

PLUMBING GROUND FLOOR PIPING PLAN - GENERAL

70-H-502A

70-H-501A

70-H-306E

70-H-306D

70-H-306C

70-H-306B

70-H-306A

70-H-204

70-H-203

70-H-202B

70-H-202A

70-H-112C

70-H-112B

70-H-112A

70-H-111A

70-H-1A

HVAC SCHEDULE - 2

HVAC SCHEDULE - 1

CAC-3 COMMUNICATION DIAGRAMS

HVAC CHILLER P&ID SHEET 4




HVAC PIPING SECTIONS


HVAC PIPING SECTION

HVAC PIPING SECTION

HVAC PIPING PLAN - CHILLER ANCILLARY EQUIPMENT AREA

HVAC PIPING PLAN - CHILLER AREA

HVAC GROUND FLOOR PIPING PLAN - PART 1

HVAC GROUND FLOOR PIPING PLAN - GENERAL

CHILLED WATER FLOW SYSTEM SCHEMATIC

40054-45-D

40054-44-D

40054-43-D

40054-42-D

40054-41-D

40054-40-D

40054-39-D

40054-38-D

40054-37-D

40054-36-D

40054-35-D

40054-34-D

40054-33-D

40054-32-D

40054-31-D

40054-30-D

70-E-530A

70-E-503A

70-E-502A

70-E-501A

70-E-313A

70-E-311A

70-E-150A

70-E-140A

70-E-122A

70-E-112A

70-E-102D

70-E-102C

70-E-102B

70-E-102A

70-E-14A

70-E-13A

70-E-12A

70-E-11A

SI-E-24A

SI-E-23A

PANEL BOARD SCHEDULES

CONDUIT & WIRE SCHEDULE SHEET 3



WIRING DIAGRAMS SHEET 3

WIRING DIAGRAMS SHEET 1

ELECTRICAL ROOM PLAN SHEET 1

GROUNDNG PLAN

GROUND FLOOR SYSTEMS PLAN SHEET 1

GROUND FLOOR LIGHTING PLAN SHEET 1

ELECTRICAL SECTION

ELECTRICAL POWER PLAN - CHILLER ANCILLARY EQUIPMENT AREA

HVAC GROUND FLOOR ELECTRICAL PLAN - PART 1

GROUND FLOOR POWER PLAN (DEMO)

SINGLE LINE DIAGRAM 70MCC7004




ELECTRICAL SUBSTATION 70USS SINGLE LINE DIAGRAM SHEET 2

ELECTRICAL SUBSTATION 70USS SINGLE LINE DIAGRAM SHEET 1

40054-65-D

40054-64-D

40054-63-D

40054-62-D

40054-61-D

40054-60-D

40054-59-D

40054-58-D

40054-57-D

40054-56-D

40054-55-D

40054-54-D

40054-53-D

40054-52-D

40054-51-D

40054-50-D

40054-49-D

40054-48-D

40054-47-D

40054-46-D

D-506

D-505

D-424

D-423

D-218

HVAC DETAILS - 2

HVAC DETAILS - 1

PLUMBING DETAILS - 2


STRUCTURAL DETAILS - 8

40054-70-D

40054-69-D

40054-68-D

40054-67-D

40054-66-D

INSTRUMENTATION GENERAL NOTES, SYMBOLS, LEGEND AND ABBREVIATIONS - 3



GENERAL ELECTRICAL NOTES

GENERAL ELECTRICAL LEGEND SHEET 2

GENERAL ELECTRICAL LEGEND SHEET 1

HVAC GENERAL NOTES, SYMBOLS, LEGEND AND ABBR

PLUMBING GENERAL NOTES, SYMBOLS, LEGEND AND ABBR

MECHANICAL GENERAL NOTES, SYMBOLS LEGEND AND ABBR

STRUCTURAL NOTES

STRUCTURAL ABBREVIATIONS

CIVIL LEGEND

GENERAL LEGEND

LIST OF DRAWINGS

STANDARD ABBREVIATIONS

SITE PLAN & EXISTING ADA ACCESSIBILITY

TITLE SHEET

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

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SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

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SSEFORPD

NOI

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LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

R-1A

05

5

SECTION NUMBER

DETAIL LETTER

G-2 DRAWING UPON

WHICH SECTION

APPEARS

G-2OR

WHICH SECTION

WAS TAKEN

G-1

DRAWING UPON

WHICH DETAILAPPEARS

DETAIL LETTER

DRAWING FROM

G-2

2 2

2SECTION

SECTION NUMBER

DETAILA A

SECTION CUT ON DRAWING G-1:

SECTION AS APPEARS ON DRAWING G-2:

DETAIL CALLED OUT ON DRAWING G-1: DETAIL AS APPEARS ON DRAWING G-2:

DRAWING WHERE

DETAIL IS

CALLED OUT

G-1

SECTION AND DETAIL IDENTIFICATION

WHICH DETAILIS SHOWN

M-6

DETAIL

M-6

ON DRAWING M-6 AS:

STANDARD DETAIL IS IDENTIFIED

NUMBER

STANDARD DETAIL

DRAWING ON

M-101

NUMBER

STANDARD DETAIL

M-101

SDSD

NUMBER

STANDARD DRAWING

OUT ON PLAN OR SECTION:

STANDARD DETAIL IS CALLED

CITY OF SAN DIEGO

G-16" CURB

DETAIL TYPE

GENERAL LEGEND

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

CC

ON FEBRUARY 25, 2016

NUMBER PWP1070116-03, FILED

(SDSD) DOCUMENT

STANDARD DRAWINGS

THE CITY OF SAN DIEGO

INDICATES DETAIL IS IN

OPERATIONS OR WORK PERFORMED BY OTHERS.

BE EXECUTED IN A MANNER THAT DOES NOT INTERFERE WITH SCHEDULED

DEFINED IN THESE CONTRACT DOCUMENTS. THE WORK DEFINED HEREIN SHALL

OPERATIONS AND WORK TO BE DONE BY OTHERS THAT COULD IMPACT WORK

THE CONTRACTOR SHALL REVIEW WITH THE OWNER ALL SCHEDULED PLANT

MAKING ELECTRICAL CONNECTIONS AFFECTED BY SAID EQUIPMENT.

PRIOR TO CONTRACTOR INSTALLING PLATFORMS, HOISTS AND DUCTS, AND

WITH ADEQUATE ACCURATE DIMENSIONS MUST BE SUBMITTED AND REVIEWED

REQUIREMENTS FOR THE ACTUAL EQUIPMENT BEING FURNISHED. SHOP DRAWINGS

FROM STRUCTURAL, CIVIL, MECHANICAL AND ELECTRICAL, OR SIMILAR

THE PRECISE DIMENSIONS AND LOCATIONS OF EQUIPMENT SHALL BE DETERMINED

DETAILS FROM DRAWINGS CONTAINED HEREIN.

WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR

EQUIPMENT DUE TO FABRICATION TOLERANCES AND INSTALLATION TOLERANCES.

CONTRACTOR SHALL ALLOW FOR ADJUSTMENTS TO CONNECTIONS TO

EQUIPMENT DELIVERED TO THE PROJECT OR AS-BUILT CONDITIONS.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS WITH ACTUAL FABRICATED

INCONSISTENCIES PRIOR TO ANY FABRICATION.

CONSTRUCTION MANAGER MUST BE NOTIFIED OF ANY DISCREPANCIES OR

COORDINATED BEFORE CONTRACTOR PROCEEDS WITH CONSTRUCTION. THE

STRUCTURAL, MECHANICAL, OR ELECTRICAL REQUIREMENTS MUST BE

OPENINGS, AND FRAMING, VARIATIONS IN SLAB ELEVATIONS AND OTHER CIVIL,

DRAWINGS HEREIN AND EQUIPMENT SHOP DRAWINGS. FLOOR AND WALL

AT THE SITE AND CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON ALL

TAKEN FROM RECORD DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS

CONTRACTOR SHALL FIELD VERIFY ALL DRAWING DIMENSIONS AND THOSE

IN KIND AS APPROVED BY THE OWNER AND AT NO COST TO THE OWNER.

TO THE WORK. ANY FACILITIES DAMAGED SHALL BE REPAIRED OR REPLACED

REMAIN OPERATIONAL AT ALL TIMES EXCEPT FOR SHUT-DOWNS AS RELATED

INTERRUPT EXISTING FACILITIES OPERATION. EXISTING FACILITIES SHALL

CONTRACTOR SHALL PROTECT EXISTING FACILITIES IN PLACE AND NOT

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

GENERAL PROJECT NOTES

DAY ARE REQUIRED.

TEMPORARY STEEL COVER PLATES OVER TRENCHES AT THE END OF EACH

PROVIDE NECESSARY TEMPORARY SIGNS, WARNING DEVICES AND BARRICADES.

RESPONSIBLE FOR LEAVING THE WORK AREA FREE OF HAZARDS AND SHALL

UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL BE

OF 7:00 A.M. TO 3:30 P.M. MONDAY TO FRIDAY.

ACCESS AND WORK HOURS AT THE SITE SHALL BE LIMITED TO THE HOURS

ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER.

WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION

DEFEND, INDEMNIFY, AND HOLD THE CITY AND THE ENGINEER OF WORK

BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL

PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE

BIDDING PHASE.

CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE

STANDARDS, LAWS AND REGULATIONS.

FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH

AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE

MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT

NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY

OUT ON PLAN OR SECTION:

STANDARD DETAIL IS CALLED

CITY OF SAN DIEGO

GUIDELINES

CITY OF SAN DIEGO

INDICATES DETAIL IS IN

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

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LA

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RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

4" SD

8" RW

EXISTING RECLAIMED WATER

EXISTING SEWER LATERAL

14" DSL

EXISTING DIGESTED SLUDGE

EXISTING LANDFILL GAS LINE

TRAFFIC CONTROL SIGN

EROSION CONTROL DEVICE

SURVEY MONUMENT

LIMIT OF LANDFILL LINE

16" RSL

4" HPNG

EXISTING RAW SOLIDS

EXISTING STORM DRAIN CLEANOUT

4" HIGH PRESSURE NATURAL GAS (BY SDG&E)

CONTRACTOR LAY DOWN AREA

LIMIT OF WORK LINE/

EXISTING HEADWALL

CENTERLINE

TRAFFIC STRIPE

COORDINATE POINT

STORM DRAIN

405

CL

12" SDR

CUT\FILL LINE

FENCE

AREA DRAIN

405 CONTOUR LINE, EXISTING GRADE

CONTOUR LINE, PROPOSED FINISH GRADE

E 4,834.38

N 5,021.50

W

16" BG

4" PW

20" FM

3" GAS

12" FPW

36" CN

4" AVAR

2" BO

24" LFG

EXISTING BIOGAS LINE

EXISTING CENTRATE

EXISTING POTABLE WATER

EXISTING FIRE HYDRANT

EXISTING GATE VALVE

EXISTING WATER METER

EXISTING BLOWOFF

EXISTING PLUG VALVE

EXISTING FIRE PROTECTION WATER

EXISTING GAS LINE

EXISTING FORCE MAIN

EXISTING AIR AND VACUUM VALVE

EXISTING DRAINAGE INLET / CURB INLET

EXISTING CATHODIC PROTECTION STATIONC

6" FM

6" FPW

8" RW

FORCE MAIN

FIRE PROTECTION

EXISTING ELECTRICAL VAULT

EXISTING TELEPHONE/DATA VAULT

LANDFILL GAS (BY OTHERS)

RECLAIMED WATER

SITE BOUNDARY

EXISTING FENCE

8" SWR

EXISTING SEWER CLEANOUT

EXISTING SEWER MANHOLE

EXISTING SEWER

CATHODIC PROTECTION TEST STATION

EXISTING SPOT ELEVATION

EXISTING ROCK DISSIPATOR

48" SDR

EXISTING STORM DRAIN

EXISTING DISSIPATOR

EXISTING CONCRETE DITCH

402.7

06

6

R-11A

CIVIL LEGEND

NOTE: NOT ALL SYMBOLS ARE USED IN THIS CONTRACT.

I

EXISTING PEDESTRIAN RAMP

EXISTING CONCRETE CURB

EXISTING SIDEWALK

EXISTING CONCRETE CURB AND GUTTER

EXISTING DRIVEWAY

PIPE GALLERY

CONCRETE DITCH

PROPOSED BUILDING/EQUIPMENT

EXISTING STREET LIGHT

EXISTING TREE

EXISTING IRRIGATION BOX

12/13/2018

C73039

7

R-31A

ABBREVIATIONS

STRUCTURAL

ABBREVIATIONS

GRTG

GB

GALV

GA

FTG

FT

FRP

FL

FIN

FF

FDN

FD

FB

EXT

EXP

EXIST

EW, T&B

EW

ES

EQUIP

EQ

ENCL

EMB

ELEC

EL

EJ

EF

EA

E

DWL

DWG

DP

DO

DN

DIM

DIAG

DIA

DET

GRATING

GRADE BEAM

GALVANIZE

GAUGE

FOOTING

FOOT

FIBERGLASS REINF PLASTIC

FLOOR

FINISH

FIN FLOOR, FAR FACE

FOUNDATION

FLOOR DRAIN

FLOOR BEAM

EXTERIOR

EXPANSION

EXISTING

EACH WAY TOP & BOTTOM

EACH WAY

EACH SIDE

EQUIPMENT

EQUAL

ENCLOSURE

EMBEDMENT

ELECTRICAL

ELEVATION

EXPANSION JOINT

EACH FACE

EACH

EAST

DOWEL

DRAWING

DEEP

DITTO

DOWN

DIMENSION

DIAGONAL

DIAMETER

DETAIL

ABBREVIATION: MEANING:

BEARING

BOTTOM

BEAM

BLOCK

BUILDING

BETWEEN

BALANCE

ARCHITECTURAL

APPROXIMATE

ALTERNATE

ALUMINUM

ADDITIONAL

ANCHOR BOLT

LW

LP

LOC

LL

LB

L

KO

JT

INV

IF

ID

LONG WAY

LOW POINT

LOCATION

LIVE LOAD

POUND

ANGLE, STR SHAPE

KNOCK OUT

JOINT

INVERT

INSIDE FACE

INSIDE DIAMETER

OPPOSITE

OPENING

OUTSIDE FACE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NUMBER

NEAR FACE

NORTH

MINIMUM

MIDDLE

MANHOLE

MANUFACTURER

MECHANICAL

MAXIMUM

MASONRY

SYMM

STR

STL

STIR

STD

SS

SQ

SPEC

SP

SL

SIM

SHT

SECT

S

SYMMETRICAL

STRUCTURAL

STEEL

STIRRUP

STANDARD

STAINLESS STEEL

SQUARE

SPECIFICATION

SPIRAL

SLOPE

SIMILAR

SHEET

SECTION

SOUTH

w/

W

VERT

UON

TYP

T/

THK

TOC

T&B

T

WITH

WIDTH, WEST

WIDE FLANGE STR SHAPE,

VERTICAL

UNLESS OTHERWISE NOTED

TYPICAL

TOP OF

THICK

TOP OF CONCRETE

TOP AND BOTTOM

TREAD

ABBREVIATION: MEANING:

OPP

OPNG

OF

OD

OC

NTS

NO

NF

N

MIN

MID

MH

MFR

MECH

MAX

MAS

RO

RM

REQD

REINF

RD

R

PVC

PSI

PSF

PL

ROUGH OPENING

ROOM

REQUIRED

REINFORCEMENT

ROOF DRAIN

RADIUS, RISER

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PLATE

HVAC

HSS

HS

HP

HORIZ

HGT

H

& AIR CONDITIONING

HEATING, VENTILATING

HOLLOW STRUCTURAL SECTION

HIGH STRENGTH

HIGH POINT

HORIZONTAL

HEIGHT

HIGH

BRG

BOT

BM

BLK

BLDG

BETW

BAL

ARCH

APPROX

AL

AL

ADDL

AB

CTR

CSTG

CONT

CONST

CONN

CONC

COMP

COL

CMU

CLR

CL

CJ

C

CENTER

CASTING

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPRESSIBLE

COLUMN

CONCRETE MASONRY UNIT

CLEAR

CENTERLINE

CONSTRUCTION JOINT

CHANNEL STR SHAPE

07

6-30-19

12-13-18

D

CE

UAT

FO

ST

STR

Exp.

TURN

LCA IFORAL AI

E

No. 4233

ERS

ER

IGE

T

PROF

EN

ER

ENGI

OSSIL

NA

S LE

TAP

ARDNAHCHSAHB

U

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

B&PBeyaz & Patel Inc.

www.beyazpatel.com

(858) 451-0374

SAN DIEGO, CALIFORNIA 92127

10920 VIA FRONTERA, STE 210

12/13/2018

C73039

8

REGISTERED IN THE STATE OF CALIFORNIA.

THAT HAVE BEEN STAMPED AND SIGNED BY A CIVIL ENGINEER

DRAWINGS AND CALCULATIONS FOR EQUIPMENT ANCHORAGES

INSTALLATION THE CONTRACTOR SHALL SUBMIT SHOP

CALIFORNIA BUILDING CODE. PRIOR TO FABRICATION AND

ALL EQUIPMENT ANCHORAGES SHALL BE PER THE 2016 5.

EQUIPMENT.

AND SHOP DRAWINGS PROVIDED BY MANUFACTURERS OF

WITH MECHANICAL, ELECTRICAL, ARCHITECTURAL, CIVIL DRAWINGS

STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION 4.

CONCRETE.

CONTRACT DRAWINGS SHALL BE PROVIDED PRIOR TO PLACING

ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY OTHER

ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN

MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, 3.

BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED

STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED 2.

SPECIFIC LOCATIONS OR IN SPECIFIC DRAWINGS.

MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT

TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS ARE

CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE

1. UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE,

FOLLOWING NOTES ARE MORE RESTRICTIVE.

EXCEPT WHERE OTHER APPLICABLE CODES OR THE

CALIFORNIA BUILDING CODE AND ITS LATEST SUPPLEMENTS,

1. DESIGN IN ACCORDANCE WITH THE 2016 EDITION OF THE

CEXPOSURE:

CSURFACE ROUGHNESS:

(3-SECOND GUST): 115 mph

ULTIMATE DESIGN WIND SPEED

b. WIND:

Ip = 1.5

= 1.5 eI

IVRISK CATEGORY:

= 0.463D1S

= 0.803DSS

Fv = 1.55

Fa = 1.03

SITE CLASS:

S1 = 0.448

Ss = 1.165

LATITUDE/LONGITUDE:

a. SEISMIC:

2. LATERAL:

EQUIPMENT LOADS

a. FLOOR LIVE LOAD: 300 psf OR

1. GRAVITY:

DESIGN LOADS:

SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:

10. REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL

LENGTH.

THAN ONE-HALF OF THE BARS ARE LAP SPLICED WITHIN A LAP

LAPS WHERE NOTED ON THE DRAWINGS OR WHERE NO MORE

GIVEN IN THE TABLE FOR CLASS "B" LAPS. PROVIDE CLASS "A"

9. THE MINIMUM LENGTH OF LAPS FOR SPLICES SHALL BE AS

WITH THE SPECIFICATIONS.

8. CONCRETE CURING COMPOUND SHALL BE IN ACCORDANCE

SHALL BE PROVIDED AT ALL TIMES.

EMBEDDED IN CONCRETE. A MINIMUM OF 2 INCHES CLEARANCE

CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PARTS

7. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN

ACCORDANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

6. BAR SUPPORTS AND SPACERS SHALL BE PROVIDED IN

OF PLUS OR MINUS 1/4" OF POSITIONS SPECIFIED.

D. REINFORCEMENT SHALL BE PLACED WITHIN A TOLERANCE

WATER AFTER FORM REMOVAL....................................... 2"

C. SURFACES EXPOSED TO GROUND, WEATHER OR

B. CONCRETE PLACED DIRECTLY AGAINST GROUND.............. 3"

AFTER FORM REMOVAL................................................. 1 1/2"

WEATHER, WATER CONDENSATION OR WATER

A. SURFACES NOT EXPOSED DIRECTLY TO GROUND,

FOLLOWS:

5. CONCRETE COVER AND REINFORCEMENT SHALL BE AS

60.

CONCRETE REINFORCEMENT, ASTM DESIGNATION A-615, GRADE

SPECIFICATIONS FOR DEFORMED BILLET-STEEL BARS FOR

CONFORMING IN QUALITY TO THE REQUIREMENT OF THE

4. REINFORCEMENT STEEL SHALL BE DEFORMED BARS

THOROUGHLY CLEANED FOR BOND.

CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE

SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER.

3. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE AS

REINFORCED CONCRETE STRUCTURES A.C.I.-315, LATEST EDITION.

WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING

BARS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE

2. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING

STRUCTURES" (A.C.I. 350-06).

REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE

BENDING OF BARS, SHALL COMPLY WITH A.C.I. CODE

OTHERWISE NOTED, ALL CONCRETE CONSTRUCTION, INCLUDING

COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DAYS. UNLESS

1. ALL STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM

BAR SIZE:

LAP SPLICE LENGTH:

#4 #5 #6 #7 #8 #9

90"80"70"48"40"32"

GRADE 60 REINFORCING STEEL

CONCRETE DESIGN STRENGTH = 4,000 PSI

SHALL CONFORM TO ASTM A-240, TYPE 316.

ASTM A-360. STAINLESS STEEL FASTENERS AND FITTINGS

1. STAINLESS STEEL SHEET AND PLATE SHALL CONFORM TO

OTHERWISE INDICATED.

CONFORMANCE WITH A.W.S. D1.1 USING E70 ELECTRODES UNLESS

6. WELDING SHALL BE DONE BY A.W.S. QUALIFIED WELDERS IN

5. BURNING OF HOLES FOR BOLTS SHALL NOT BE PERMITTED.

NOTED.

4. BOLT HOLES SHALL BE 1/16" OVERSIZE, UNLESS OTHERWISE

NOTED ON THE DRAWINGS.

3. BOLTS SHALL CONFORM TO ASTM A325 UNLESS OTHERWISE

DRAWINGS.

CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED ON THE

2. CHANNELS, ANGLES, RODS, PLATES AND BARS SHALL

STEEL CONSTRUCTION MANUAL.

ACCORDANCE WITH THE AISC FOURTEENTH EDITION OF THE

FABRICATION AND ERECTION SHALL BE PERFORMED IN

1. EXCEPT AS OTHERWISE INDICATED, ALL STRUCTURAL STEEL

WITH HEAVY ALKALI-RESISTANT BITUMINOUS PAINT.

MASONRY SURFACES, CONTACT SURFACES SHALL BE COATED

1. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE OR

AND BEARING STRATA.

B. FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH

WITH THE SOIL INVESTIGATION REPORT.

A. SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE

3. THE SOILS ENGINEER SHALL VERIFY THAT:

SUBMITTED TO THE FIELD INSPECTION DIVISION.

REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND

2. CERTIFICATE OF SATISFACTORY COMPLETION OF WORK

D. HIGH STRENGTH BOLTING

C. BOLTS INSTALLED IN CONCRETE

B. REINFORCING STEEL

A. 4000 PSI CONCRETE

CBC, 2016 EDITION, SECTION 1704, FOR THE FOLLOWING WORK:

1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH THE

GENERAL NOTES

STRUCTURAL

R-32A

GENERAL STRUCTURAL NOTES

B. FOUNDATION DESIGN

A. GENERAL

C. STRUCTURAL DESIGN

D. CONCRETE E. STRUCTURAL STEEL

F. STAINLESS STEEL

H. TESTING AND SPECIAL INSPECTION

G. ALUMINUM

08

J. DEFERRED SUBMITTALS:

DATE: SIGNED:

REGISTERED DESIGN PROFESSIONAL MAY BE REQUIRED.

BUILDING AREA, A GEOTECHNICAL REPORT PREPARED BY A

EXPANSIVE SOILS ARE PRESENT IN FOOTPRINT OF THE

OBSERVES OR SUSPECTS THAT FILL MATERIALS OR

UNDERSIGNED UNDERSTANDS THAT IF BUILDING INSPECTOR

ARE IMBEDDED IN NON-EXPANSIVE NATURAL GROUND. THE

ALLOWED FOR FOUNDATION DESIGN WHERE FOUNDATIONS

PRESUMPTIVE LOAD-BEARING VALUE OF 1,500 PSF IS

THE UNDERSIGNED ACKNOWLEDGES THAT THE 2.

CALIFORNIA , PROJECT NO. 3678.

REPORT PREPARED BY GEOTECHNICAL CONSULTANTS INC,

1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL

AND/OR CALCULATIONS FOR THOSE DEFERRED ITEMS.

BE AUTHORIZED AFTER SUBMITTAL AND APPROVAL OF PLANS

3. SPECIAL INSPECTION OF PROPOSED DEFERRED ITEMS SHALL

TO THE APPROVAL OF THE SUBMITTAL ITEMS.

TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR

RELEATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED

BUSINESS DAYS PRIOR TO INSTALLATION. ALL COMMENTS

SUBMITTED IN A TIMELY MANNER BUT NOT LESS THAN 30

2. PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE

A. ANCHORAGE OF EQUIPMENTS.

1. LIST OF EQUIPMENT REQUIRING DEFERRED SUBMITTALS:

12/13/18

6-30-19

12-13-18

D

CE

UAT

FO

ST

STR

Exp.

TURN

LCA IFORAL AI

E

No. 4233

ERS

ER

IGE

T

PROF

EN

ER

ENGI

OSSIL

NA

S LE

TAP

ARDNAHCHSAHB

U

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407


www.beyazpatel.com

(858) 451-0374



12/13/2018

C73039

A

FLOW STREAM SYMBOLS

FLOW STREAM ABBREVIATIONS

PRESSURE CONTROL VALVE

MAGNETIC FLOW METER

MECHANICAL LEGEND AND NOTES

GENERAL PIPING NOTES

SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO

POINTS.

WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE

CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.

APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE

NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY

LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS

LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION

ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS

SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN

SHALL BE FOLLOWED THROUGHOUT THE PLANS, WHEREVER

ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE

THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.

INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE

2.

7.

6.

5.

4.

3.

1.

ARE NECESSARILY USED IN THE PROJECT.

APPLICABLE. NOT ALL OF THE VARIOUS PIPING COMPONENTS

UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE

ADEQUATE FOR TEST PRESSURES SPECIFIED.

DESIGN PIPING SUPPORT SYSTEMS IN ACCORDANCE WITH THE

SHOWN IS ONLY APPROXIMATE. THE CONTRACTOR SHALL

LATERAL UP

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

UNION

TEE DOWN

CAP

ANCHOR

ELBOW, 90 DEGREE

CROSS

PIPING DESIGNATION

PIPE AND FITTING END PATTERNS

RAS

EXAMPLE:

PIPE USE IDENTIFICATION LEGEND

16"

B BELL

SPIGOTS

F FLANGE

PE

GE

MJ MECHANICAL JOINT

GROOVED END

PLAIN END

EXAMPLE:F

PEMJ

PIPE AND FITTING SYMBOLS

DOUBLE LINE SINGLE LINE

WELDED JOINT

GROOVED END JOINT

DIAPHRAGM VALVE

PLUG VALVE

CHECK VALVE

ELBOW UP

ELBOW DOWN

TEE UP

DOUBLE LINE SINGLE LINE

SHALL BE PROVIDED WITH THRUST TIES, RESTRAINTS, OR ANCHORS,

16 - RAS - (11)

PIPING MATERIAL

PIPING SIZEFLANGED JOINT

PRESSURE RELIEF VALVE

CHILLED WATER RETURN

FPW

PRW

CA COMPRESSED AIR

CWR

CWS CHILLED WATER SUPPLY

PD PLANT DRAIN

PROCESS WATER

PD/OF PLANT DRAIN OVERFLOW

FIRE PROTECTION WATER

SA SERVICE AIR

FLGD FLANGED

MATER MATERIAL

NOZ NOZZLE

SS SANITARY SEWER

NPT NATIONAL PIPE TYROAD

TEE

ELBOW, 45 DEGREE

LATERAL

NOTES:

1.

2.

GATE VALVE

CONTROL VALVE

CHARACTERIZED BALL

BALL VALVE

MIXING VALVE

GLOBE TYPE

V V

GLOBE VALVE

IN LINE STRAINER

CENTRIFUGAL PUMP

SPECIFICATIONS.

RIGID JOINT TYPE, UNLESS OTHERWISE SPECIFIED.

'Y' STRAINER

METAL BRAIDED FLEX CONNECTION

PRESSURE INDICATOR



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

09

9

R-41A

SYMBOLS, LEGEND & ABBRMECHANICAL GENERAL NOTES,

MM

(WAFER TYP W/O FLANGES)

BUTTERFLY VALVE

CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.

ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END

SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC

DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.

WELDED JOINTS, ARE SHOWN SIMILARLY ON THE CONSTRUCTION

LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS, SUCH AS

ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

POTABLE COLD WATER

SANITARY SEWER

SANITARY VENT

DRAIN

TRAP PRIMER

PROCESS WATER

PLANT AIR

PW

SS

SV

D

TP

PRW

PA

CPVC

W/

LB POUNDS

PSIG POUNDS PER SQUARE INCH

MANUF MANUFACTURER

WITH

DN DOWN

THRU THROUGH

RW

SWR

FPW

SEWER

FIRE PROTECTION WATER

RECLAIMED WATER

ABBREVIATIONSYMBOL

PLUMBING ABBREVIATIONS

DESIGNATION

EXAMPLE:

EQUIPMENT IDENTIFICATION

NUMBER, AS SHOWN ON

DRAWINGS AND INSPECIFICATIONS.

(SEE ABOVE LIST)

AREA NUMBER

EQUIPMENT TYPE

INDIVIDUAL UNIT NUMBER

XX-WC-01

PW

SS

SV

D

TP

PRW

PA

SWR

FPW

RW

PLUMBING EQUIPMENT IDENTIFICATION

AD

FD

AREA DRAIN

ES/EW EMERGENCY SHOWER/EMERGENCY EYEWASH

FLOOR DRAIN

TP

HB

PA

PUMP

TRAP PRIMER

HOSE VALVE

PLANT AIR

SLOPE & DIRECTION OF FALL

DIRECTION OF FLOW

TRAP PRIMERT.P.

F.D. FLOOR DRAIN

CAPPED LINEC.L.

HOSE VALVEH.B.

DOWN OR DROP

UP OR RISEUP

DESCRIPTIONABBR.SYMBOL

POINT OF CONNECTIONP.O.C.

FCO FLOOR CLEAN OUTFCO

P TRAP

GV GATE VALVE

BALL VALVE

BUTTERFLY VALVE

GLOBE VALVE

CHECK VALVE

BV

BV

CV

GLV

P.A. PLANT AIR STATION

PLUMBING PIPING IDENTIFICATION

LINE SIZE

SYSTEM DESIGNATION

MATERIAL GROUP NUMBER

2"-SS-(12)

PLUMBING GENERAL NOTES

MOST STRINGENT SHALL PREVAIL.

CONFLICTS WITH CODE, DRAWINGS OR SPECIFICATIONS, THE

ALL WORK SHALL CONFORM TO CODE. IN CASE OF

9 MIL POLYETHYLENE SLEEVE.

ALL BURIED METALLIC PIPING SHALL BE INSTALLED WITHIN A

NOTES, ETC. ARE NOT NECESSARILY USED

THIS IS A GENERAL LEGEND: ALL SYMBOLS, ABBREVIATIONS,

1.

2.

3.

5.

6.

SYMBOLS, LEGEND & ABBRPLUMBING GENERAL NOTES,

R-51A

P

PLUMBING LEGEND

7.

8.

ALL SAW CUTTING AND CORE DRILLING.

AND PATCHING OF WALLS & FOOTINGS INCLUDING

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING

IMMEDIATELY OF ANY DISCREPANCIES.

CONNECTION PRIOR TO INSTALLATION. NOTIFY ENGINEER

OF CONNECTION & INVERT ELEVATIONS OF ALL POINTS OF

COORDINATE & VERIFY EXACT LOCATIONS, SIZES, POINTS

ACCESSIBLE.

ALL VALVES SHALL BE LOCATED SO AS TO BE READILY

4.

WHEREVER JOINTING DISSIMILAR METALS.

PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS

EQUIPMENT WITH FLOOR DRAINS PRIOR TO INSTALLATION.

COORDINATE LOCATION OF DRAIN CONNECTIONS ON MECH.

T TANK

CHLORINATED POLYVINYL CHLORIDE

P.G. PRESSURE GAUGE WITH GAUGE COCK

"TEE" BRANCH

VALVE ON RISE OR DROP

THERMOMETER

UNIONU

TH

DN

REDUCER

BFP BACK FLOW PREVENTER

M METER

10

10

PRV PRESSURE REDUCING VALVE

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

11

11

R-61A

SYMBOLS, LEGEND & ABBRHVAC GENERAL NOTES,

HVAC EQUIPMENT IDENTIFICATION

AS

EXAMPLE:

EQUIPMENT IDENTIFICATION

NUMBER, AS SHOWN ON

DRAWINGS AND IN

SPECIFICATIONS.

AREA NUMBER

INDIVIDUAL UNIT NUMBER

HVAC GENERAL NOTES

ENERGY CONSERVATION STANDARDS AND ALL OTHER APPLICABLE CODES.

ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, STATE OF CALIFORNIA

DAMAGED AS A RESULT OF ANY DEMOLITION AND/OR NEW WORK.

ADJACENT EXISTING SURFACES, EQUIPMENT, AREAS AND PROPERTY THAT MAY BE

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND PROVIDE REPAIR OF

UNLESS NOTED OTHERWISE

ACCESS DOOR

ACCESS PANEL

HAND - OFF - AUTOMATIC

NORMALLY CLOSED

NORMALLY OPEN

DESCRIPTIONABBR.

CONTINUATION

PRESSURE DROP

SHT SHEET

TYP TYPICAL

W/ WITH

AIR SEPARATORS

T TANKS

V VALVES

CV CONTROL VALVE

WATER CHILLERSWC

P PUMPS

ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION.

START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES

BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL,

DO NOT SCALE DRAWINGS - ALL DIMENSIONS AND JOB SITE CONDITIONS SHALL

UNO

AD

AP

HOA

NC

NO

CONT

PD

(SEE ABOVE LIST)

EQUIPMENT TYPE

XX-AHU-1

1.

2.

3.

4.

5.

10.

CFM CUBIC FEET PER MINUTE

EWT ENTERING WATER TEMPERATURE

oDEGREES, FAHRENHEITF

FT2

SQUARE FEET

FT/HD FEET/HEAD

FLA FULL LOAD AMPS

GPM GALLONS PER MINUTE

LWT LEAVING WATER TEMPERATURE

MBH BTU/HR (THOUSANDS)

MOCP

MCA MINIMUM CIRCUIT AMPS

MAXIMUM OVER CURRENT PROTECTION

NPSH NET POSITIVE SUCTION HEAD

RPM REVOLUTIONS PER MINUTE

X-LINE ACROSS-THE-LINE

WPD WATER PRESSURE DROP

PRV PRESSURE RELIEF VALVE

WITH ELECTRICAL, STRUCTURAL, PLUMBING AND ALL OTHER TRADES.

CONTRACTOR SHALL COORDINATE ALL PIPE AND EQUIPMENT LOCATIONS

6.

7.

8.

9.

ACCU AIR COOLED CONDENSING UNIT

OF SPECIFICATIONS.

ALL PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS

ALL H.V.A.C. SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS OF SPECIFICATIONS.

SPECIFICATIONS.

ALL H.V.A.C. EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS OF

SPECIFICATIONS.

INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER

OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER.

CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS

PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY

OF CONSTRUCTION SO THAT A CLARIFICATION MAY BE ISSUED. ANY WORK

BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START

PLUMBING AND ELECTRICAL. ANY DISCREPANCIES THAT OCCUR SHALL BE

OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING STRUCTURAL,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION

ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS.

OF THE CITY AND STATE.

CODES AND GOVERNING REGULATIONS AND SHALL MEET WITH THE APPROVAL

ALL MATERIALS AND WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE

TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK.

THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT,

ARV AIR RELEASE VACUUM VALVE

12/13/2018

C73039

R-71A

SHEET 1GENERAL ELECTRICAL LEGEND

12

12

G

CONDUIT EXPOSED

FLEXIBLE LIQUID-TIGHT CONDUIT CONNECTION

PANELBOARD DESCRIPTION

FACILITY NUMBER

DP=DISTRIBUTION PANEL

LP=LIGHTING PANEL

PANEL 76DP1

2=ADDITIONAL PANELS

3=ADDITIONAL PANELS

4=ADDITIONAL PANELS

FACILITY NUMBER

80MCC8001

MOTOR CONTROL CENTER

UNIT SUBSTATION (USS)

2=ADDITIONAL MCC UNITS



76XLP1

FACILITY

X=TRANSFORMER

EQUIPMENT BEING SERVED

TRANSFORMER DESCRIPTION

51LP1-1,3

CONDUIT BENDS TOWARD OBSERVER (UP)

CONDUIT BENDS AWAY FROM OBSERVER (DOWN)

TRANSFORMER

TYPICAL CONDUIT WITH CIRCUIT AS INDICATED ON PLANS

J SS

FS

SS-START/STOP

LOS-LOCKOUT/STOP

OSC-OPEN/STOP/CLOSE

SLOS-START/LOCKOUT/STOP

SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION

MOTOR CONTROL CENTER DESCRIPTION

G G

JUNCTION BOX

EXOTHERMIC WELD

GROUND CONNECTION - BOLTED TYPE

I

ISCP INTERCOM SYSTEM CONTROL PANEL

W

INDICATES RACEWAY, SEE CONDUIT AND WIRE SCHEDULE

CONTRACT LIMIT

DCP=125VDC PANEL

IP=INSTRUMENTATION PANEL

RP=RECEPTACLE PANEL

CONDUIT SIZE

DUCT BANK

GROUND TEST WELL WITH 3/4" x 10'-0" GROUND ROD

BARE COPPER GROUND

PP=POWER PANEL

EB

PS

OUTDOOR PAGING SPEAKER/HORN

YP

70MCC7001-1

FLOW SWITCH OR PRESSURE SWITCH

NONFUSED DISCONNECT SWITCH

MOTOR

FOR LEGEND

SEE DRAWING R-81A AND R-82A

INSTRUMENTATION SYMBOL

J

1 NO. 10 GND.

1"C., 2 NO. 10,

1 NO. 12 GROUND

NOT INDENTIFIED SHALL BE 3/4 "C MINIMUM WITH 2 NO. 12,

SHALL BE NO. 12 UNLESS OTHERWISE NOTED. CONDUIT SIZES

NEUTRAL. "G" INDICATES GROUND CONDUCTOR. CONDUCTORS

INDICATE NUMBER OF CONDUCTORS. LONGER MARK INDICATES

HOME RUN TO PANEL 51LP1 CIRCUITS 1,3. CROSS MARKS

ABOVE SUSPENDED CEILING

CONDUIT CONCEALED IN WALLS, BELOW FLOOR SLAB OR

1355

60250

E=EMPTY, ECT.

CONDUIT NUMBER OR USAGE

PUSH-BUTTON REQUIRED:

PUSH-BUTTON STATION, SEE CONTROL DIAGRAMS FOR TYPE

W = WALL, D = DESK

INTERCOM STATION

GROUND CONNECTION-EXOTHERMIC WELD

GROUND ROD 3/4 " x 10'-0" (UNLESS OTHERWISE NOTED)

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

R-72A

SHEET 2GENERAL ELECTRICAL LEGEND

13

13

SINGLE POLE TOGGLE SWITCH ("ON-OFF", ETC.)

OVERLOAD RELAY CONTACTS (MAGNETIC)

A=AMBER

G=GREEN

R=RED

INDICATING LIGHT PUSH-TO-TEST, COLOR SHOWN

CONTROL RELAY OR COIL

EXAMPLE

IN STARTER NO. MAIN COIL

CR1 CONTROL RELAY

TD2 TIME DELAY RELAY NO. 2

NORMALLY OPEN (N.O.) CONTACT

NORMALLY CLOSED (N.C.) CONTACT

SOLENOID VALVE

*

R

OL'S

ON OFF

52

PT480/120V

(2)

CT

100/5 (3)

K

RV

TERMINAL POINT

SURGE ARRESTOR

KEY INTERLOCK

ELECTRICAL ENCLOSURE OUTLINE

DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

2SP 2W=TWO SPEED, TWO WINDING

AUTO-TRANSFORMER

RV-REDUCED VOLTAGE

REV-REVERSING

GROUND

*

FDR

FVNR

HH

HOA

HS

HVAC

HZ

FEEDER

FULL VOLTAGE NON-REVERSING

HANDHOLE

HAND-OFF-AUTOMATIC

HORSEPOWER

HAND SWITCH

HEATING, VENTILATING AND AIR CONDITIONING

HERTZ

JUNCTION BOX

V VOLT

SYMBOL DESCRIPTION

5

800AF

800AT

150L

15

3

MCPL

CLFFUSE, CLF INDICATES CURRENT LIMITING

25

OVERLOAD RELAYOL

CS CONTROL SWITCH

INDICATES DRAW OUT EQUIPMENT

INSTRUMENTATION, IONIZATION

INSTRUMENTATION & CONTROL

SHORT CIRCUIT CURRENT (AMP)

I

I & C

ISCX, XFMR TRANSFORMER

OPERATED, STORED ENERGY TYPE

MEDIUM OR HIGH VOLTAGE DRAWOUT BREAKER ELECTRICALLY

FRAME SIZE, LOWER SIZE INDICATES TRIP SETTING

DEVICES AND GROUND SENSOR. UPPER NUMERAL INDICATES

MANUALLY OR ELECTRICALLY OPERATED WITH STATIC TRIP

LOW VOLTAGE POWER CIRCUIT BREAKER, DRAWOUT TYPE

FUSES.

CURRENT RATING, MCPL INDICATES WITH CURRENT LIMITING

MOTOR CIRCUIT PROTECTOR, NUMERAL INDICATES CONTINUOUS

L - DENOTES CURRENT LIMITING.

FRAME SIZE, LOWER NUMERAL INDICATES TRIP SETTING,

3 POLE UNLESS OTHERWISE NOTED. UPPER NUMERAL INDICATES

MOLDED CASE CIRCUIT BREAKER, THERMAL MAGNETIC TRIP,

WYE CONNECTED GROUNDED SECONDARY (LOW VOLTAGE)

TRANSFORMER SIZE AS NOTED, DELTA CONNECTED PRIMARY -

AS NOTED

ISOLATION TRANSFORMER, KVA SIZE AND VOLTAGE RATIO

AS NOTED

POTENTIAL TRANSFORMER, RATIO AND NUMBER OF PT'S

AS NOTED

CURRENT TRANSFORMER, RATIO AND NUMBER OF CT'S

STARTER SIZE

OVERLOAD PROTECTION. ROMAN NUMERAL INDICATES NEMA

ACROSS-THE-LINE, NON-REVERSING MAGNETIC STARTER WITH

NORMALLY OPEN PUSH BUTTON, MOMENTARY CLOSE

NORMALLY CLOSED PUSH BUTTON, MOMENTARY OPEN

INTERLOCK

N.O./N.C. MAINTAINED PUSHBUTTON WITH MECHANICAL

R-REMOTE, L-LOCAL, A-AUTOMATIC, O-OFF

TWO POSITION SELECTOR SWITCH, H-HAND, M-MANUAL,

CONTACT SWITCH ("LATCH-UNLATCH", "ON-OFF", ETC.)

THREE-POSITION SPRING RETURN-TO-CENTER MOMENTARY

MANUAL MOTOR STARTER WITH OVERLOAD PROTECTION

SYMBOL DESCRIPTION DESCRIPTION DESCRIPTIONABBREVIATIONS ABBREVIATIONS

ELECTRIC INTERLOCK

DEVICE DESIGNATION

25 - SYNCHROCHECK RELAY

27 - UNDERVOLTAGE RELAY

43 - TRANSFER DEVICE

62 - TIME DELAY RELAY

67 - DIRECTIONAL OVERCURRENT

74 - ALARM RELAY

83 - TRANSFER RELAY

86 - LOCKOUT RELAY, HAND RESET

63 - PRESSURE SWITCH

71 - LEVEL SWITCH

51 - TIME OVERCURRENT RELAY

47 - PHASE SEQUENCE RELAY

64F - FAULT PRESSURE SWITCH

KILOWATT OR HORSEPOWER RATING.

AND ALL NECESSARY CONTROLS. NUMERAL INDICATES

PREWIRED PACKAGE MOTOR, COMPLETE WITH MOTOR STARTER

5 MOTOR, SQUIRREL CAGE INDUCTION-HORSEPOWER INDICATED

VFD VARIABLE FREQUENCY DRIVE

AXFMR

AWG

ATS

AT

AMP

AHU

AFF

AF

AC

A

AUTO-TRANSFORMER

AMERICAN WIRE GAGE

AUTOMATIC TRANSFER SWITCH

AMPERE TRIP

AMPERE

AIR HANDLING UNITS

ABOVE FINISHED FLOOR

AMPERE FRAME

ALTERNATING CURRENT

AMMETER, AMPERE, AMBER

THREE-POSITION SELECTOR SWITCH

H COFF

OFF

HAND - OFF - COMPUTER USS

UPS

UNIT SUBSTATION

UNINTERRUPTABLE POWER SUPPLY

RVNR

RSC

RP

RCWY

RCPT

REDUCED VOLTAGE NON-REVERSING

GALVANIZED RIGID STEEL CONDUIT

RECEPTACLE PANEL

RACEWAY

RECEPTACLE

MV

MTD

MT

MEDIUM VOLTAGE

MOUNTED

MOUNT

BRKR

BC

BREAKER

BARE COPPER

CU

CTB

CT

CRS

CR

CPT

CO

CKT

CB

C

CONDENSING UNIT

CURRENT TEST BLOCK

CURRENT TRANSFORMER

COATED RIGID STEEL

CONTROL RELAY

CONTROL POWER TRANSFORMER

CONDUIT ONLY

CIRCUIT

CIRCUIT BREAKER

CONDUIT

ETM ELAPSED TIME METER

HP

HOC

LP

LOS

LMS

LIGHTING PANEL

LOCK-OUT STOP PUSH BUTTON

LOCAL MOTOR STARTER

MS

MH

MCC

MA

M

MOTOR STARTER

MANHOLE

MOTOR CONTROL CENTER

MILLIAMP

METER, MAGNETIC CONTACTOR COIL

GALV

GRS

GFI

G, GND

GALVANIZED

GALVANIZED RIGID STEEL

GROUND FAULT INTERRUPTER

GROUND

J BOX

J, JB

KWH

KW

K

KILOWATT HOUR

KILOWATT

KEY INTERLOCK

NTS

NP

N.O.

NO.

N.I.C.

NC

NA

N

NOT TO SCALE

NAMEPLATE

NORMALLY OPEN

NUMBER

NOT IN CONTRACT

NORMALLY CLOSED

NON-AUTOMATIC

NEUTRAL

PVC

PNLBD

PNL

PH

PCM

PBX

PB

P

POLYVINYL CHLORIDE

PANELBOARD

PANEL

PHASE

PROCESS CONTROL MODULES

PULLBOX

PUSHBUTTON

PUMP

TYP

TST

TSP

TYPICAL

TWISTED SHIELDED TRIAD

TWISTED SHIELDED PAIR

WP

WC

WEATHERPROOF

WATER CHILLER

SWGR

SWBD

SW

SV

STP

SSH

SST

SWITCHGEAR

SWITCHBOARD

SWITCH

SOLENOID

SHIELDED TWISTED PAIR

SAFETY SHOWER

STAINLESS STEEL

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

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C73039

R-73A

ELECTRICAL NOTESGENERAL

14

14

2.

GROUND CLAMPS SHALL BE IN ACCESSIBLE LOCATIONS.

OF THE NATIONAL ELECTRICAL CODE. THE POINTS OF ATTACHMENT OF THE

ON DRAWINGS. SIZE BONDING JUMPERS IN ACCORDANCE WITH TABLE 250-94

JUMPERS, CONDUIT CLAMPS AND POINTS OF ATTACHMENT ARE NOT SHOWN

THE GROUNDING SYSTEM IN EACH FACILITY OR EACH BUILDING. BONDING

FACILITY OR BUILDING WITH GROUND CLAMPS THAT ARE CONNECTED TO

CODE AND APPLICABLE LOCAL CODES. GROUND WATER PIPES, IN EACH

ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL

ALL CONDUIT AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN

3.

4.

5.

TO MOTORS AND OTHER EQUIPMENT

CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTIONS

NO. 12 A.W.G. SHALL BE USED UNLESS OTHERWISE NOTED.

NO CONDUIT SMALLER THAN ƒ" PIPE SIZE NOR WIRE SMALLER THAN

SPECIFICATIONS.

CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR

EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF

THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE

COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS ACCEPTABLE TO

REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD

THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT

ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.

OFFICES OR AREAS WITH SUSPENDED CEILINGS SHALL BE MOUNTED 1'-6"

FINISHED FLOOR UNLESS OTHERWISE NOTED, EXCEPT RECEPTACLES IN

OTHERWISE NOTED. RECEPTACLES SHALL BE MOUNTED 4'-0" ABOVE

SWITCHES SHALL BE MOUNTED 4'-6" ABOVE FINISHED FLOOR UNLESS6.

7.

B. NO. 14 CU. WIRE SEE SPECS.

A ‚" AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.

THE EXTERIOR WALLS SHALL BE MOUNTED SO AS TO MAINTAIN

ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INSIDE OF

NO. OF WIRES AS REQUIRED

A. ƒ" (MIN.) RIGID GALVANIZED STEEL CONDUIT

OTHER TRADES.

PARALLEL TO BEAMS AND WALLS. COORDINATE EXACT LOCATIONS WITH

STRUCTURAL CONDITIONS . EXPOSED CONDUITS SHALL BE INSTALLED

BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND

CONDUIT INSTALLATIONS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL

1.

GENERAL NOTES

8.

9.

10.

1 1.

12.

13.

14.

15. FOR ROOF PENETRATIONS DETAIL SEE ARCHITECTURAL DRAWINGS.

16.

UNDER DIVISION 11 AND 15 OF SPECIFICATIONS AND SHALL BE:

AND MISCELLANEOUS DEVICES SHALL BE FURNISHED AND INSTALLED

CONDUIT AND WIRE (NOT SHOWN) FOR THE HVAC CONTROL EQUIPMENT

DRAWINGS, SEE INSTRUMENTATION LEGEND.

FOR EXPLANATION OF INSTRUMENTATION SYMBOLS SHOWN ON ELECTRICAL

AREA DRAWING.

WITH NEMA ENCLOSURE AS INDICATED IN SPECIFICATION AND HAZARDOUS

OUTLET, SWITCH, JUNCTION, PULL AND TERMINAL BOXES SHALL BE PROVIDED

DRAWINGS.

REQUIRED. FOR EXACT LOCATIONS OF EXPANSION JOINTS SEE STRUCTURAL

HAVE EXPANSION OR EXPANSION AND DEFLECTION TYPE FITTINGS AS

ALL CONDUIT RUNS AND CABLE TRAYS CROSSING EXPANSION JOINTS SHALL

MOTOR HEATERS, INDICATING LIGHTS, ETC.

ADDITION TO THE STARTER COIL, IT SHALL INCLUDE RELAYS, TIMERS,

ELECTRICAL DEVICES ASSOCIATED WITH CONTROL OF THE MOTOR; IN

PROVIDE SUFFICIENT VOLT-AMPERE CAPACITY FOR OPERATING ALL

ALL MOTOR STARTER CONTROL TRANSFORMERS SHALL BE SIZED TO

TO THE CONDUIT IN THE BUILDING ONLY.

BUILDING, THE CONDUIT SIZE GIVEN IN THE CONDUIT SCHEDULE APPLIES

THE SAME CONDUIT NUMBER IS USED BOTH IN THE DUCTLINE AND IN A

DUCTLINE CONDUIT SIZES ARE GIVEN IN THE DUCTLINE SECTIONS. WHERE

MOTORS, TRANSFORMERS, INSTRUMENTS AND VALVES.

CONNECTIONS TO ALL EQUIPMENT SUBJECT TO VIBRATION INCLUDING

LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL

BE PVC COATED RIGID STEEL CONDUIT.

(PCM) SIGNAL AND MOTOR FEEDERS FROM ADJUSTABLE SPEED DRIVES SHALL

CONDUITS IN DUCT BANKS OR EMBEDDED FOR FIRE ALARM, DATA HIGHWAY,

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

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C

CO

OLIN

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YSTE

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CHIL

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12/12/2018

12/13/2018

C73039

R-81A

LEGEND, & ABBREVIATIONS - 1

INSTRUMENTATION, GENERAL NOTES, SYMBOLS,

15

15

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

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C

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OLIN

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YSTE

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MPAExp. 6/30/19

No. E11023

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12/12/2018

CONNECTING LINES

LINE LEGEND

NON-CONNECTING LINES

FIRST LETTER(S)

LETTER

PROCESS OR

MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER

A

B

C

D

E

F

G

H

J

K

CONDUCTIVITY

DENSITY (S.G)

VOLTAGE

FLOW RATE

GAUGE

POWER

ALARM

DIFFERENTIAL

CONTROL

GATE

HIGH

INDICATE

SCAN

CONTROL STATION

INSTRUMENT SOCIETY OF AMERICA TABLE

INITIATING VARIABLE

SUCCEEDING LETTERS

ANALYSIS (+)

I

READOUT OR

OF CHANGE

TIME RATE

L

M

N

O

P

Q

R

S

T

U

LEVEL

MOTOR

TEMPERATURE

LOW

SAFETY SWITCH

TRANSMIT

POINT (TEST) CONNECTION)

MOMENTARY

V VIBRATION,

MECANICAL ANALYSIS

X

WELL

UNCLASSIFIED (+) UNCLASSIFIED (+)UNCLASSIFIED (+) UNCLASSIFIED (+)X AXIS

W

Y Y AXIS

WHEN USED, EXPLANATION IS SHOWN ADJACENT TO

INSTRUMENT SYMBOL. SEE ABBREVIATIONS ANDLETTER SYMBOLS.

DRIVER, ACTUATOR,

UNCLASSIFIED FINAL

CONTROL ELEMENT

EVENT, STATE, OR

PRESENCE

Z AXIS

P-1

P-2

REMARK

REMARK

= DESTINATION DRAWING NO.

= SOURCE DRAWING NO.

= CONNECTION NUMBER= CONNECTION NUMBER

P-1

P-2

EXAMPLE:

TRANSDUCERS

VOLTAGE

FREQUENCY

CURRENT

PNEUMATIC

A

D

E

F

P

PF

PD

PULSE FREQUENCY

PULSE DURATION

DIGITAL

ANALOG

CURRENT TO PNEUMATIC

TRANSDUCER (BACK OF

PANEL, IN A FLOW LOOP)

R RESISTANCEH HYDRAULIC

I

Z

(+)

EXAMPLE SYMBOLS

INSTRUMENT IDENTIFICATION

HAND SWITCHES

I/P

TORQUE

ANALOG INPUT

ANALOG OUTPUT

DISCRETE OUTPUT

DISCRETE INPUT

PACKAGE SYSTEMS BREAK

P-2

REMARK

P-1

REMARK

LOOP NUMBER

PRIMARY PROCESS (CLOSED CONDUIT)

SECONDARY PROCESS (CLOSED CONDUIT)

PROCESS:

SIGNAL:

(OFF PAGE CONNECTORS)

DIGITAL

SYSTEM

INTERFACES

FIRST LETTER(S)

SUCCEEDING LETTERS(S)

UNIT LETTER (USED WHEN THERE ARE

LOOP NUMBER)

FIT

C = COMPRESSOR

EM

F

H = HEAT EXCHANGER

HC

MCC

P = PUMP

AA

EQUIPMENT TAG NUMBERS

ASD

TYPE

AREA NUMBER

AA

AA FY

AA HS

0211

0211

0211

0211

= ADJUSTABLE SPEED DRIVE

DESC

= AREA NUMBER

0211

AREA BREAK

= MOTORS

= FAN BLOWERS

= MOTOR CONTROL CENTER

BURNER, COMBUSTION

RATIO (FRACTION)

MULTIPLE DEVICES WITH THE SAME

HAND

CURRENT (ELECTRICAL)

TIME, TIME SCHEDULE

USERS CHOICE (++)

PRESSURE, VACUUM

SPEED, FREQUENCY

WEIGHT, FORCE

POSITION, DIMENSION

INTEGRATE, TOTALIZE

USERS CHOICE (++)

SENSOR (PRIMARY ELEMENT)

GLASS, VIEWING DEVICE

LIGHT

USERS CHOICE (++)

ORIFICE, RESTRICTION

RECORD

USERS CHOICE (++)

MIDDLE, INTERMEDIATE

USERS CHOICE (++)USERS CHOICE (++)

MULTIFUNCTIONMULTIFUNCTION MULTIFUNCTIONMULTIVARIABLE

VALVE, DAMPER, LOUVER

RELAY, COMPUTE,

CONVERT (+)

(++) UNUSED FOR THIS PROJECT

BB

CLARIFYING ABBREVIATIONS

CLOSED

OPENEDELECTRICAL SIGNAL

(4 TO 20 mAdc, STATUS, ETC.)

AADESCXXXX = VALVE DESCRIPTION

= SEQUENTIAL NUMBER

AA-DESC-XXX

DESC:

9999A

USERS CHOICE (++)

QUANTITY, STATE

READY

INTERFACE

SYMBOLS

(REFERENCE TO DWG P-I)

(REFERENCE FROM DWG P-2)

0000-0999

1000-1999

3000-8999

9000-9999

= NOT USED

MECHANICAL EQUIPMENT OR PACKAGES

= HAND VALVES (NO CONTROL)

= VALVES WITH DCS MONITORING

AND/OR CONTROL

= SPECIAL VALVES TO BE SUPPLIED WITH

VALVE AND RELIEF DEVICE TAG NUMBERS

HV = HAND VALVE

MV = MOTORIZED VALVE

SV

HD

MD

= SOLENOID VALVE

PCV = PRESSURE CONTROL VALVE

TCV = TEMPERATURE CONTROL VALVE

= MOTORIZED DAMPER

= HAND DAMPER

DESC:

XXXX

SEQUENTIAL NUMBERS:

AA

DESC

= AREA NUMBER

= VALVE DESCRIPTION

= SEQUENTIAL NUMBERXXXX

= HEATING COIL

PD

XX

LINE NUMBERS

FLUID CODE

= LINE SIZE (IN INCHES)

= FLUID CARRIED IN THE CONDUITXX-FLUID CODE

FLUID CODE:

CWR

CWS

= CHILLED WATER RETURN

= CHILLED WATER SUPPLY

= PROCESS DRAIN

LINE THEN ALL COMPONENTS ARE LISTED SEPARATED BY SLASHES

NOTE: IF MORE THAN ONE FLUID IS CARRIED IN A GIVEN PROCESS

2000-2499

2500-2999

= HVAC HOT WATER VALVES

= HVAC CHILLED WATER VALVES

SOFTWARE DATA LINK

PNL = CONTROL/MONITORING PANEL

REQUIRES 120VAC POWER

4-WIRE TRANDUCER

MG

HYG = HYDRAULIC GATE

HYV = HYDRAULIC VALVE

= MOTORIZED GATE

ARV = AIR RELEASE VALVE

PRV = PRESSURE RELIEF VALVE

VD = VOLUME DAMPER

LCP = LOCAL CONTROL PANEL

VFD = VARIABLE FREQUENCY DRIVE

GENERAL NOTES

1.

O/O =

S/S =

L/C =

ON-OFF MAINTAINED CONTACT SWITCH

TYPE:

LOCAL-COMPUTER MAINTAINED CONTACT SWITCH (IN LOCAL DEVICE

IS CONTROLLED BY FIELD MOUNTED OPERATOR STATIONS, IN COMPUTER

DEVICE CONTROLLED BY THE DCS SYSTEM).

DEVICE CONTROLLED BY THE DCS SYSTEM).

HAND-OFF-COMPUTER MAINTAINED CONTACT SWITCH (IN HAND DEVICE

WILL OPERATE, IN OFF DEVICE WILL NOT OPERATE, IN COMPUTER

HOC =

L/R = LOCAL-REMOTE MAINTAINED CONTACT SWITCH (IN LOCAL DEVICE

IS CONTROLLED BY FIELD MOUNTED OPERATOR STATIONS, IN REMOTE

DEVICE IS CONTROLLED BY LOCAL CONTROL PANEL LOGIC).

HOA = HAND-OFF-AUTO MAINTAINED CONTACT SWITCH (IN HAND DEVICE

WILL OPERATE, IN OFF DEVICE WILL NOT OPERATE, IN AUTO


FSOC =

RFOC =

THIS IS A STANDARD LEGEND. THEREFORE, SOME OF THIS INFORMATION

MAY NOT BE USED ON THIS PROJECT.

LOOP NUMBERS:

0000-0999 = LOOPS FOR MECHANICAL PROCESS EQUIPMENT

1000-1999 = LOOPS FOR VALVES

2000-2999 = LOOPS FOR INSTRUMENTS

3000-4999

9000-9999

= NOT USED

7000-7999

8000-8999

= HVAC EQUIPMENT MONITORED VIA DATA LINK

= ELECTRICAL EQUIPMENT MONITORED VIA DATA LINK

6000-6999 = MECHANICAL EQUIPMENT MONITORED VIA DATA LINK

VSD = VARIABLE SPEED DRIVE

STOP-START MOMENTARY CONTACT SWITCH

FAST-SLOW-OFF-COMPUTER MAINTAINED CONTACT SWITCH

REVERSE-FORWARD-OFF-COMPUTER MAINTAINED CONTACT SWITCH

= LOOPS FOR INSTRUMENTS

ANNULAR RINGS FOR PRESSURE DEVICES ARE TO BE FURNISHED AND INSTALLED

SHALL BE DERIVED AS FOLLOWS:

A. FOR ANNULAR SEALS WITH A SINGLE CONNECTED DEVICE (eg. 76PIT2100)

THE ANNULAR SEAL TAG NUMBER SHALL BE 76PE2100.

B. FOR ANNULAR SEALS WITH TWO CONNECTED DEVICES (eg. 76PIT2200 AND

76PSH2202) THE ANNULAR SEAL TAG NUMBER SHALL BE ASSIGNED BASED

ON THE TAG NUMBER OF THE PRESSURE TRANSMITTER 76PE2200.

L/A =

IS CONTROLLED BY PANEL MOUNTED MANUAL CONTROLS, IN AUTOMATIC


LOCAL-AUTOMATIC MAINTAINED CONTACT SWITCH (IN LOCAL DEVICE

5000-5999 = FIRE ALARM SYSTEM VIA DATA LINK

2.

BY THE CONTRACTOR. THE TAG NUMBERS FOR THE ANNULAR SEALS

CAC = CUSTOM APPLICATION CONTROLLER

12/13/2018

C73039

R-82A

16

16

INSTRUMENTATION, GENERAL NOTES, SYMBOLS,

LEGEND, & ABBREVIATIONS - 2

GATE

KNIFE GATE

BUTTERFLY

GLOBE

BALL

SLUICE

BUTTERFLY

FLAP

FABRICATED SLIDE

SHEAR

VALVE SYMBOLS MISCELLANEOUS SYMBOLS

GATE SYMBOLS

ACTUATOR SYMBOLS

ANNULAR DIAPHRAGM SEAL

CENTRIFUGAL PUMP

(DRY PIT)XX

BLOWER OR FAN

(CENTRIFUGAL)

COMPRESSOR (CENTRIFUGAL)

DIAPHRAGM

PINCH

NEEDLE

DIAPHRAGM SEAL

BLIND FLANGE

VENT TO ATMOSPHERE

V

SIGHT GLASS

PIG CATCH POINT

MIXER

AIR AND/OR VACUUM RELEASE

REGULATED SIDE

PRESSURE CONTROL

MULTI-PORT VALVES

(BALL VALVE SHOWN. FOR OTHER

VALVE TYPES, APPROPRIATE

VALVE SYMBOL SHOWN. )

ARROWS INDICATE FLOW PATTERN.

SEAT PORTS ARE IMPLIED BY

INDICATED FLOW PATTERN.

PRIMARY ELEMENT SYMBOLS

PARSHALL FLUME

WEIR

PITOT-STATIC

ROTAMETER LEVEL (ULTRASONIC)

DENSITY METER

ELECTROMAGNETIC

FLOWMETER

PROPELLER OR

ULTRASONIC

FLOWMETER

PNEUMATIC DIAPHRAM

SPRING-OPPOSED

PNEUMATIC CYLINDER

ACTUATED BY ONE INPUT

SINGLE OR DOUBLE ACTING

XX

XXM

LEVEL (BUBBLER TUBE)

SWING CHECK

PLUG

ECCENTRIC PLUG

BALL CHECK

CHEMICAL FEED PUMP

DIAPHRAGM PUMP

PISTON PUMP

CENTRIFUGAL WET PIT

PUMP OR TURBINE PUMP

GEAR PUMP OR BLOWER

(POSITIVE DISPLACEMENT)

V-BALL

SOLENOIDS

XX

M

XX

E/H

ELECTROHYDRAULIC

XX

ELECTRIC MOTOR

NOTE:

XX:

ON LOSS OF PRIMARY POWER

(PNEUMATIC, ELECTRICAL

OR HYDRAULIC) DE

LE

V

XX

HYDRAULIC

VENTURI

LEVEL (BALL FLOAT)

GENERIC

FILTER

CALIBRATION TUBE

FLEXIBLE COUPLING

PULSATION DAMPENER

SCREW CONVEYOR

Y STRAINER

MECHANICAL EQUIPMENT SYMBOLS

FO = FAIL OPEN

FC = FAIL CLOSED

FI = FAIL INDETERMINATE

IN-LINE STATIC MIXER

DUAL CHECK

LG

ORIFICE PLATE

PROGRESSING CAVITY PUMP

PIPE CAP

SWING CHECK

BALL CHECK

DUAL CHECK

LUBRICATED PLUG

CENTRIFUGE

TURBINE FLOWMETEROR

HOSE ADAPTOR

FBELT CONVEYOR

I

TEST TAP

S SAMPLE VALVE

FL = FAIL TO LAST POSITION

BACKFLOW

PREVENTOR

SPRAY NOZZLE

PRESSURE RELIEF

RUPTURE DISK (PRESSURE)

RUPTURE DISK (VACUUM)

MANUAL ACTUATOR

M

F/A

SD

M

AXIAL FLOW PUMP

CAKE PUMP

DEGRITTER

INTERLOCK

FLAME TRAP

DIVERTER GATE

SEDIMENT TRAP

FLAME ARRESTOR

DRIP TRAP

MIXING TEE

INJECTION SLIP RING

WASTE GAS BURNER

STACK

SPIRAL HEAT EXCHANGER

DIGESTER

HOPPER

CARBON ADSORBER

WET SCRUBBER

RECEIVING/STORAGE TANK

MIX/BLEND TANK

PUG MILL

STRAINER

DOUBLE BASKET

HEATING COIL

POSITIVE DISPLACEMENT PUMP

SLUDGE SCREEN

IN-LINE PRESSURE SENSOR

PRESSURE SENSOR DIAPHRAGM

DRAIN

XXX

XXX = FLUID CODE

REDUCER

VALVE CONTROL SYMBOLS

HS

= VALVE CONTROLLED ON THE 2-WIRE CONTROL LOOP

= VALVE SUPPLIED WITH A REMOTE HAND STATION

AIR RELEASE VALVE

GRIT DEWATERING UNIT

GRINDER

ROTARY FEEDER

ROTARY AIR LOCK

VD

VOLUME DAMPER

DAMPER

MUD VALVE

NEEDLE VALVEROLL-OFF CONTAINER

INLET VANE

H

ALARM HORN

MASTER STATION

AND A HAND STATION ON THE 2-WIRE CONTROL LOOP

= VALVE SUPPLIED WITH A REMOTE HAND STATION

PLUMBING DRAWINGS

FOR CONTINUATION SEE

POINT OF CONNECTION

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

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NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

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O

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L

TCEL

E

12/12/2018

12/13/2018

C73039

LEGEND, & ABBREVIATIONS - 3INSTRUMENTATION, GENERAL NOTES, SYMBOLS,

R-83A

17

17

INSTRUMENTS

DISCRETE

SHARED CONTROL

SHARED DISPLAY,

FUNCTION

COMPUTER

LOGIC CONTROL

PROGRAMMABLE

OPERATOR

ACCESSIBLE TO

***NORMALLY

LOCATION

PRIMARY

MOUNT

FIELD

OPERATOR

ACCESSIBLE TO

***NORMALLY

LOCATION

AUXILIARY

IP1**

SYMBOLS BUT WITH DASHED HORIZONTAL BARS, IE

OR FUNCTIONS ARE DEPICTED BY USING THE SAME

NORMALLY INACCESSIBLE OR BEHIND-THE-PANEL DEVICES

OR FUNCTION LOCATION

ETC, ARE USED WHEN NECESSARY TO SPECIFY INSTRUMENT

(INSTRUMENT CONSOLE #2), CC3 (COMPUTER CONSOLE #3),

ABBREVIATIONS SUCH AS IP1 (INSTRUMENT PANEL #1), IC2**

***

GENERAL INSTRUMENT OR FUNCTION SYMBOLS

DESCRIPTION IN SPECIFICATIONS

MODULE (PCM) XXX. SEE ASSOCIATED LOOP

CONTROL SYSTEM (DCS) AT PROCESS CONTROL

SOFTWARE OR LOGIC RESIDENT IN DISTRIBUTED

OR CONVERTING FUNCTION

INSTRUMENT PANEL MOUNTED WITH COMPUTING

CONVERT

COMPUTE

B

A

P

I

E

-

-

-

-

-

BINARY

ANALOG

PNEUMATIC

CURRENT

VOLTAGE

D

R

O

H

-

-

-

-

DIGITAL

RESISTANCE (ELECT)

ELECTROMAGNETIC, SONIC

HYDRAULIC

DERIVITIVE

PROPORTIONAL

EXTRACTION

ROOT

DIVIDING

MULTIPLYING

SUBTRACTOR

SUMMING

n

P

R

n

INTEGRAL

LOW SELECTING

HIGH SELECTING

DIFFERENCE

RATIO

AVERAGING*

**

FY

*

(XXX)

SYMBOLS

TSL

FIC

PIR PSH

F

I

MULTIPLEXER LOOP

A

HAVING MULTIPLE FUNCTIONS

SINGLE INSTRUMENT OR OTHER COMPONENT

IN THE FUTURE

FURNISHED AND INSTALLED BY OTHERS

INSTRUMENT OR OTHER COMPONENT TO BE

COMPUTER INTERFACE

FURNISHED WITH EQUIPMENT

CABLE (MULTICONDUCTER OR COAXIAL)

R-RED G-GREEN A-AMBER

STATUS OR PILOT LIGHT

AITXXXX

TRANSMITTER

ANALYSIS INDICATING

-

-

-

-

-

-

-

-

-

-

-

=

MOUNTED IN THE FIELD

INSTRUMENT OR OTHER COMPONENT TO BELIT

TURBIDITY

ULTRAVIOLET

DISSOLVED OXYGEN

CONDUCTIVITY

CONCENTRATION

HYDROGEN ION

POTENTIAL

OXIDATION/REDUCTION

CHLORINE CONCENTRATION

OZONE

SULFUR DIOXIDE

HYDROGEN SULFIDE

LOWER EXPLOSIVE LIMIT

TURB

UV

DO

CON

PH

ORP

CL

O

SO

H S

LEL

XXXX

2

2

3

2

SPECIFICATIONS

LOGIC-SEE ELECTRICAL SCHEMATICS OR

GENERALIZED FOR COMPLEX INTERLOCK

FIC

PANEL

INSTRUMENT MOUNTED ON LOCAL CONTROL

3107

TE

HI

J2

J1

J5

46

47

48

DCS

OTHER PANEL AS MARKED

MOUNTED ON MCP FRONT PANEL OR


OTHER PANEL AS MARKED

MOUNTED INSIDE MAIN CONTROL PANEL OR


SAMPLE LOOP DIAGRAM ISA EXPANDED FORMAT

SYSTEMCONDITIONINGFROM FUELGAS SUPPLY

C TO A/C-2GAS SUPPLY

LOCOM

G

TT3107

DATA SHT: 15-4MDL: PR-12-2-100-1/4MFR: OMEGARTD

3"

DATA SHT: 15-6MDL: EO IOMFR: BAILEYTRANSMITTER

23

24

SC

TI

3107A

4 5

TR

6 7

L

N

G3107

LP-03,CKT#4FROM120 VAC

212223

A-15

T310

7-1

A-15

T310

7-2

A-15

T310

7-3

CONTROL J.B.

CTB-1

A-15LP01-1

335

336

337*-4

*-5

*-4

*-5

*-4

*-5

15

15

C

NOTE 1SEE

DATA SHT: 15-9MDL: KA/KX-241MFR: WSTG1-SINDICATOR

TBA

DATA SHT: 15-7MDL: MS-401CMFR: ESTERLINE ANGUSRECORDER

L1

L2

G

15 15

SLOT: #02MOD: AI-02RACK: #01PLC-2

TB1 TB1

(+)

(-)

C

NOTE 1SEE

A-15PCM05-1

*-5

*-6

*-4

*-7

(P.S. 3)PWR36 VDC

DWG # )(SEE WPCD15PCM05TO PCM

*-6

*-7

*-7

*-8

*-9

*-10

*-4

TBB

SKID 15E01 FIELD - FUEL GAS LOCAL PANEL 15LP01FIELD - FUEL GAS

* = A-15T3107

INSTRUMENTATION AND CONTROL LOOP DIAGRAM DEVICE SCHEDULE

DEVICE

TAG NO.

SERVICE

DESCRIPTION

DEVICE

TYPE

DEVICE

MANUFACTURER

DEVICE

MODEL NO.

DEVICE

DATA SHT NO.

SIGNAL

LEVEL

DEVICE

RANGE/SCALE

PROCESS

SETPOINT DIAG NO.

LOOP NOTES AND

REMARKS

NOTE:

1. ALL SHIELDS SHALL BE WIRED TO AN ISOLATED GROUND.

DEPICTED DO NOT EXIST AS PART OF THIS CONTRACT)LEVEL OF DETAIL REQUIRED. THE LOOP COMPONENTS(THIS SAMPLE LOOP IS INCLUDED TO DEMONSTRATE

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xI

ENERGY BUILDING

CHILLER YARD

SU

BS

TA

TIO

N

PUMP STATION

WASTEWATER

ODOR CONTROL SYSTEM

COGENERATION FACILITIES

ELECTRIC YARD

PIPE GALLERY RAMP

ROAD "F"AREA

STAGING

TRUCK

TRUCK W

ASH

0 20 40

SCALE 1"=20'

60

TEMPORARY EQUIPMENT LOCATIONSCONSTRUCTION STAGING AREA &

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

DOWN AREA

CONTRACTOR LAY

C

SITE BOUNDARY

70-C-1A

TEMPORARY CHILLERS SYSTEM LOCATIONS

18

18

PINE

TREE RD

METER

GAS

C

C

PREVENTER

BACKFLOW

C

DEPT FOR ACCESS)

(COORDINATE W/FIRE

FIRE DEPT CONNECTION

C

C

C

21'

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE

PROJECT MANAGER

CHECKED BY:

RCE#


PRINT DCE NAME

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

CONSULTANT

CITY OF SAN DIEGO, CALIFORNIAPUBLIC WORKS DEPARTMENT WBS

12-13-2018

No. M18710

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

C

C

C

C

C1'-0"

TO REMAIN ON EAST SIDE

EXISTING FENCE AND FOOTINGS

ON WEST SIDE

FOOTINGS TO REMAIN

EXISTING FENCE AND

ON SOUTH SIDE

FOOTINGS TO REMAIN

EXISTING FENCE AND

C

C

FENCE CENTERLINE

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

DEMOLITION PLAN - MECHANICAL

NOTES:

SEE NOTE 8

C

C

SEE NOTE 9

SEE NOTE 3

SEE NOTE 2

SEE NOTE 4

C

SEE NOTE 5

C

C

C

SEE NOTE 7

SEE NOTES

AND PIPING WITHIN THE HATCHED AREA

REMOVE ALL MECHANICAL EQUIPMENT

C

SEE NOTE 6C

SEE NOTE 10

COORDINATE WITH ENGINEER AS WHERE TO STORE ON-SITE

DEMO EXISTING FENCE AND GATE ON NORTH SIDE,

C

C

TO REMAIN ON EAST SIDE

EXISTING FENCE END POST AND FOOTINGCREMAIN ON WEST SIDE

POST AND FOOTING TO

EXISTING FENCE END

19

19

C

SEE NOTE 13

C

SEE NOTE 11

PROTECT RECLAIMED WATER PIPING AND HOSE IN-PLACE.

PROTECT 3/4" DIA PW PIPING AND CONNECTIONS ALONG BUILDING WALL.

PROTECT LIGHTING AND ALARM SYSTEM IN-PLACE ON SOUTH WALL.

PROTECT FIRE SPRINKLER DRAIN TO FLOOR.

DEMO AS NECESSARY. ADD TEMPORARY CAP AS PART OF DEMO.

MODIFY PW PIPING AS SHOWN ON "H" DRAWINGS.

DEMO AS NECESSARY. ADD TEMPORARY CAP AS PART OF DEMO.

MODIFY PROCESS RECLAIMED WATER AS SHOWN ON "H" DRAWINGS.

PROTECT PLANT AIR SUPPLY SYSTEM IN-PLACE.

UNDER THE CANOPY RUNNING FROM THIS POINT TO THE EAST.

PROTECT EXISTING FIRE SUPPRESSION SPRINKLER SYSTEM IN-PLACE

COORDINATE WITH DEMO SHEETS OF ALL OTHER DISCIPLINES.

9.

8.

7.

6.

5.

4.

3.

2.

1.

13.

12.

11.

10.

NOTES (CONTINUED):

TO BE REMOVED

EXISTING FOUNDATION

-

1

-

2

CC

C

SCALE: NOT TO SCALE

SECTION

PIPE-STOP

LOCATION OF

DOWNSTREAM PIPING

CAP AND REMOVE

WELD ON PIPE

CUT PIPE HERE

C

C

C

C

C

SCALE: NOT TO SCALE

SECTION

C

70-D-1

BOTH SIDES

CONCRETE FINISH ON

TO MATCH EXIST

WITH GROUT. TROWEL

WALL PENETRATION

FILL EXISTING

IN STEEL CANOPY, SEE NOTE 11

REMOVE BYPASS AND REPAIR PENETRATION

INSTALL LINE-STOP HERE AND WELD CAP. SEE

ADD A PIPE CAP. SEE

LOOKING UP FROM GROUND FLOOR

WITH STEEL SHEET OF MATCHING GAUGE AND PAINT. SEE

REMOVE EXISTING BYPASS. REPAIR PENETRATION THRU STEEL CANOPY

REMOVAL ON NORTH SIDE OF FENCE.

SEE ELECTRICAL DRAWINGS FOR LIGHTING AND ALARM SYSTEM

C

-

2

-

1

-

1AND

SEE NOTE 12

OF BOILER ROOM

NORTH WALL

C

-

1

-

2

-

1

12/13/2018

C73039

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

NOTES:

SEE NOTE 7

C

AREA TO BE DEMOED

SEE NOTE 4C

SEE NOTE 6

C

C

SEE NOTE 8 SEE NOTE 7

C

SEE NOTE 9

C

C

CS

EE

NO

TE 5

SEE NOTE 2

C

SEE NOTE 4

C

PLANT OPERATIONS.

SEWER OUTAGES TO LESS THAN TWO (2) HOURS. COORDINATE WITH

PROVIDE SANITARY BYPASS AND PUMPING TO LIMIT AREA 70 TO

SEPARATOR PER 70-P-112A.

TEMPORARILY CAP NORTH OF WALL. RECONNECT TO NEW AIR

REMOVE EXIST RECLAIMED WATER TO THE EXIST AIR SEPARATOR.

NORTH OF WALL. RECONNECT TO NEW ES/EW PER 70-P-111A.

DEMO EXIST EMERGENCY SHOWER/EYEWASH AND TEMPORARILY CAP TO

CAP OFF UNTIL CONNECTION IS MADE TO NEW PIPE PER 70-P-112A.

DEMO COPPER TP PIPING WITHIN THE CONCRETE SLAB. TEMPORARILY

FIRST JOINT TO THE NORTH FOR RECONNECTION TO NEW SS.

PROTECT SS WHEN DEMOLISHING THE CONCRETE SLAB UP TO THE

CONNECT NEW PIPE PER 70-P-112A.

ABANDON EXISTING SS TO APPROXIMATELY 8-FT TO NEAREST JOINT.

PROTECT RECLAIMED WATER PIPING AND HOSE IN-PLACE.

PROTECT 3/4" DIA PW PIPING AND CONNECTION ALONG THE WALL.

WITH THE DEMOLITION OF THE CONCRETE SLAB.

WITHIN THIS AREA ARE TO BE DEMOED. MUCH OF THIS WILL OCCUR

SANITARY SEWER, VENTS, FLOOR DRAINS, CLEANOUTS, TRAP PRIMERS

COORDINATE WITH DEMO SHEETS OF ALL OTHER DISCIPLINES.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

20

20



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

TP

TP

TP

TP

TP

TP

TP

TP

TP

SSSS

SS

SS

SS

SS

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

70-D-2

DEMOLITION PLAN - PLUMBING

12/13/2018

C73039

21

NOTES:

CONDITIONS PRIOR TO STARTING WORK.

CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND 3.

SEE DRAWING R-32A FOR STRUCTURAL GENERAL NOTES.2.

SEE DRAWING R-31A FOR STRUCTURAL ABBREVIATIONS.1.

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

0 4 8 12

SCALE 1/4"=1'-0"

PL

AN

T

NO

RT

H

TR

UE N

ORT

H

70-D-3

STRUCTURAL CHILLER AREA PLAN

DEMOLITION

DEMOLITION PLAN

21

6-30-19

12-13-18

D

CE

UAT

FO

ST

STR

Exp.

TURN

LCA IFORAL AI

E

No. 4233

ERS

ER

IGE

T

PROF

EN

ER

ENGI

OSSIL

NA

S LE

TAP

ARDNAHCHSAHB

U

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

B&P

C

C

5'-0"C

C

5'-0"

PAD

CHILLER

PAD

EXIST

ELECTRICAL

ROOM

EXIST

BOILER

ROOM

EXIST

PUMP

ROOM

CL F

EN

CE P

OS

T

CL F

EN

CE P

OS

T

TO REMAIN

EXIST FENCE

C

TO REMAIN

EXIST FENCE

C

C9 1/2 "

EXIST SLAB

SAWCUT

EXIST BACKFLOW

PREVENTER SLAB

TO REMAIN

TO REMAIN

SIDEWALK

EXIST

C

C

C

TO REMAIN

EXIST SIDEWALK

C

CHILLER

PAD

C

C45'-

6"+/-,

EX

TE

NT

OF

EXIS

T

FE

NC

E

TO

RE

MAIN

C

C

EXIST 63'-3"+/-

C

C

AREA, TYP

SHOWN IN HATCHED

& CONC PADS AS

SLAB ON GRADE

DEMO EXIST

C

TO REMAIN

EXIST SIDEWALK

C

C

C5'-

9"+/-

C

C

8'-

1"+/-

@ NORTH END

FENCE, TYP

REMOVE EXIST

C

C

C

C

TO REMAIN

EXIST FENCE

C

C

C

5'-0"+/-

TYP

C

C5'-

9"+/-

C

C

53'-3"+/-, EXTENT OF EXIST FENCE TO DEMO

C

CE

XIS

T

FE

NC

E

TO

RE

MAIN

70-D-4

1

70-D-4

1

70-D-4

2

Beyaz & Patel Inc.

www.beyazpatel.com

(858) 451-0374



12/13/2018

C73039

22

DETAIL 1

SCALE: 3/8" = 1'-0"70-D-3

70-D-4

STRUCTURAL SECTIONS AND DETAILS

DEMOLITION

2

SCALE: 3/4" = 1'-0"

SECTION

70-D-3

22

6-30-19

12-13-18

D

CE

UAT

FO

ST

STR

Exp.

TURN

LCA IFORAL AI

E

No. 4233

ERS

ER

IGE

T

PROF

EN

ER

ENGI

OSSIL

NA

S LE

TAP

ARDNAHCHSAHB

U

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407


www.beyazpatel.com

(858) 451-0374



C

C

TYP

POST TO REMAIN,

EXIST FENCE

TO REMAIN

POST FOOTING

EXIST FENCE

EXISTING SLAB DEMOLITION AT EXISTING FENCE

FENCE & FENCE POSTS

CARE NOT TO DAMAGE EXIST

TO TOP OF EXIST FTG, TAKE

DEMOLISH EXIST CONC SLAB

C

C

C

CSLOPE

EXIS

T

1'-

5 1/2"+/-

C

C

EXIST

C

C

2'-0" DIA

C

TO REMAIN

EXIST POST FTG

C

C

REMOVE EXIST SLABC

C

EXIST TO REMAIN

CL EXIST FENCE POST & FTG C

C

SAWCUT EXIST CONCREMOVE EXIST CONC

SLAB & REINF

C

EXIST SLAB TO REMAIN

C

EXIST HSS 6x6 POST

& BASE PL TO REMAIN

12/13/2018

C73039

23

70-S-101A

CHILLER AREA PLAN

STRUCTURAL

NOTES:

PLAN

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

0 4 8 12

SCALE 1/4"=1'-0"

PL

AN

T

NO

RT

H

TR

UE N

ORT

H

23

GENERAL NOTE A.5 ON DRAWING R-32A.

4. FOR EQUIPMENT ANCHORAGE TO CONCRETE PAD SEE

ELEVATIONS PRIOR TO STARTING WORK.

CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND 3.

SEE DRAWING R-32A FOR STRUCTURAL GENERAL NOTES.2.

SEE DRAWING R-31A FOR STRUCTURAL ABBREVIATIONS.1.

6-30-19

12-13-18

D

CE

UAT

FO

ST

STR

Exp.

TURN

LCA IFORAL AI

E

No. 4233

ERS

ER

IGE

T

PROF

EN

ER

ENGI

OSSIL

NA

S LE

TAP

ARDNAHCHSAHB

U

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

B&P

C

C

64'-3"

C

C5'-

0"

C

C

11'-

3"

C

SIDEWALK

EXIST

C

C51'-

3"

C

C

8'-3"

C

C

8'-3"C

C

5'-6"

C

C

5'-9"

C

C16'-

3"

C

C

5'-

0"

C

C12'-

6 1/2 "

SL

CS

L

C

C

C

C

SL

C

SL

C

SL

CS

L

C

SL

CS

L

C

SLC

SL

C

C

C

EQ

C

C

EQ

SL

C

C

TO REMAIN

EXIST FENCE

EXIST

ELECTRICAL

ROOM

SL

C

CSL

SL

C

CSL

CSL

CL F

EN

CE P

OS

T

CL F

EN

CE P

OS

T

SLC

C

C

TO REMAIN

EXIST FENCE

C

C

5'-6"

C

C

TO REMAIN

EXIST FENCE

C SL

C

CSL

SL

CSL

C

SL

C FD

CSLC

C

CSL CSLSLC

CSL

SLC

CSL CSLSLC

SLC

SLC

SLC

CSLSLC

SL

C

SL

C

C

CSLSLC

SL

C

CSL

C

FD

C

FD

CSL

C

C9"1/2" EJ

EXIST BACKFLOW

PREVENTER SLAB

TO REMAIN

C

C

8'-6" PADC

C

8'-6" PADC

C

8'-6" PAD

C

C

TO REMAIN

SIDEWALK

EXIST

SL

OP

E

C

1/2" EJ

C

C9"

SLC C

C9"

C

FD

1/2" EJ, TYP

AT EXIST BLDG

C

C

C

TO REMAIN

EXIST SIDEWALK

C

C33'-

8 1/2 " P

AD

C

1/2" EJ

C

C

C

5'-0" EXIST

PAD, TYP

ALL AROUND

1" EJ

C

C PAD, TYP

ALL AROUND

1" EJ

C

C

PAD, TYP

ALL AROUND

1" EJ

C

C

EW, T&B, TYP

W/ #5 @ 12"

6" MIN SLAB

C

PAD

EL 413'-0"

CHILLER

PAD

EL 413'-0"

CHILLER

PAD

EL 413'-0"

CHILLER

PAD

EL 413'-0"

EXIST

BOILER ROOM

EXIST

PUMP ROOM

C

C7'-

7"

PA

D C

C

43'-4" PAD

EL412'-6"

TYP HP

EL 412'-4"

TYP LP

FD

C

FD

CC

FD

C

FD

C

FD

C

FD

C

FD

EL 412'-

4"

TY

P

LP

EL 412'-6"

TYP HP

TO

MA

TC

H

EXIS

T

HP

EL 412'-

6"

EL 412'-6"

TYP HP

EL 412'-5"

TYP LP

C

C

LP

EL 412'-

5"

TO

MA

TC

H

EXIS

T

LP

EL 412'-

5"

TO MATCH

EXIST

SIDEWALK

C

C

5'-6"+/-

TO MATCH

EXIST

SIDEWALK

C

C

5'-6"+/-

A

70-S-401A

Beyaz & Patel Inc.

www.beyazpatel.com

(858) 451-0374



12/13/2018

C73039

24

70-S-401A

SECTIONS AND DETAILS

STRUCTURAL

A

S-101A

SECTION

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

DETAIL 1

-SCALE: 3/4" = 1'-0"

DETAIL 2

-SCALE: 3/4" = 1'-0"

DETAIL 3

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

24

6-30-19

12-13-18

D

CE

UAT

FO

ST

STR

Exp.

TURN

LCA IFORAL AI

E

No. 4233

ERS

ER

IGE

T

PROF

EN

ER

ENGI

OSSIL

NA

S LE

TAP

ARDNAHCHSAHB

U

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407


www.beyazpatel.com

(858) 451-0374



C

C

6"

C

C

2'-

0"

C

C

2"

CL

R

C

C

C

C

CSLOPE

C

C

C3"

CL

R

C

C

C

SLOPEC

C

C

C

C

CL EXIST FENCE POST & FTG

SLOPEC C

EXIS

T

1'-

5 1/2"+/-

EXIST

C

C

2'-0" DIA

W/ #5 @ 12" EW

6" MIN SLAB, TYP

EW, T&B

#6 @ 12"

w/ #5 @ 12" EW

6" MIN SLAB

TO REMAIN

EXIST FENCE FTG

C

C

FILLER, TYP

1" JT

C

TO REMAIN

EXIST CONC SLAB

C

C

1/2" EJ

TO REMAIN

FENCE POST

EXIST HSS 6x6

SUPPLIER, TYP

ANCHOR BOLT BY EQUIP

3 TYP

-

C

6" MIN, TYP

ALL AROUND

C

1" EJ, TYP

C

JOINT SEALANT, TYP

C

TOOLED EDGE

1/2" RADIUS

DESIGN BY EQUIP MFR

EQUIP & ANCHORAGE

TYP

EMBED,

12" MIN

C

C

C

C

C

C

C

C

C

C

6"

MINC

C

C

PAD

C

PAD

C

PAD

C

C6"

MIN

C

1

-

TYP

2

-

TYP

SL SL SL SL SL SLSLSL

POST FOOTING

EXIST

C

EXIST WALL

1/2" EJ1" EJ

C

1" EJ

C

1" EJ

C

1" EJ

C

1" EJ

C

1" EJ

C

1/2" EJ

C EXIST FENCE &

FENCE POST

C

SIDEWALK SLAB

EXIST

C

UNITS & PUMPS

GROUT UNDER CHILLER

1 1/2" NON-SHRINK

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

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

PLAN

SHEET 70-P-112A

MATCHLINE - SEE

SHEET 70-P-113

MATCHLINE - SEE

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

NOTES:

SEE NOTE 1

C

FOR ENLARGED VIEW, SEE 70-P-112A.1.

70-P-111A

PIPING PLAN - GENERALPLUMBING GROUND FLOOR

25

25

SS SS

TP

SS

SS

SS

SS

SS

SS

SS

TP

TP

TP

TP

TP

SS

SS

TP

TP

TPT

PT

P

TP

SV

SV

SV S

V

SV

SV

SV

SV SV

SV

SV

SV

SV

SV

PA

TP

TP

PRWPA

PAPRW

PA

PA

PR

W

TP

PA

PR

W

FCOFCO

PW

SS

TP

SS

SS

SS

UWLPPA

TP

D

D

SS

BG

D

D

C 1%

TP

TP

TP

TP

PW

TP

PW

PW

TP

BG

PW PW

SD

R

SDR

SD

R

TP

TP

FCO

PRWPRW

TP

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

2"-SV-(12)

C

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

PLAN

ROOM

ELECTRICAL

C

EXISTING SIDEWALK

C

WEST SIDE

REMAINS ON

EXISTING FENCE ON EAST SIDE

EXISTING FENCE REMAINS

70-P-112ABOILER ROOM

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

C

2"-SV-(12)

4" COTG

C

CHILLER PAD CHILLER PAD CHILLER PAD

C C

2"-SV-(12)

FCO

FCO

FCO

•"-TP-(24)

•"-TP-(24)

CCC

C

C

17'-0"C

C

C

C

12'-0"C

C

C

C

4'-5‚" 15'-8ƒ" 3'-7"

C

C

2"-SV-(12)

C

2"-SV-(12)

C

2"-SV-(12)

C

2"-SV-(12)

TO 10'-0" AFF

2"-SV-(12)

C

(TYP)

•"-TP-(24)

70-ES-01

(TYP.)70-TP-01

•"-PRW-(24)

C

C

2"-SV-(12)

C

70-TP-01

C

1‚"-PW-(24)

C

C

CHO

US

EK

EE

PIN

G

PA

D

4

•"-PRW-(24)

C

•"-PA-(1)

GROUND FLOOR PLAN - PART 1

PVC 6" SS

EXISTING

ABANDON

C

(TYP)C

C

2

70-P-203

5

(TYP)

70-P-203

1

C

70-FD-02

D-423

D-423

2

D-424

3

D-424

C

C

C

ENCASEMENT

END OF CONC

2'-0"

1

D-423

FCO

NOTES:C

2%

C

2%

C

2%

C

2%

C 1%

C

C

SEE NOTE 2 (TYP)

407.50

APPROX I.E.

TO DI COUPLING

JOINT W/ PVC

AT CLOSEST

EXISTING 6" SS

CONNECT TO

C

C

6"-SS-(11)

C C

26

26

6"-SS-(11) 6"-SS-(11)

4"-SS-(11)

4"-SS-(11) 6"-SS-(11) 4"-SS-(11)

(TYP)

4"-SS-(11)

4"-SS-(11)

2

70-P-203

P.O.C.

C

SEE NOTE 1

P.O.C.

C

C

C

SEE NOTE 3

P.O.C.

SEE NOTE 3

P.O.C.

P.O.C.

C

70-P-203

3

4.

3.

2.

1.

4

D-424

2

D-505OR

UTILITY PIPING OFF THE SOUTH WALL SUPPORTED BY

SHOWN FROM BEHIND THE PUMPS.

MOVE EXIST UTILITY CONNECTION TO APPROX LOCATION

DOWNSTREAM CONNECTION POINTS.

EVENLY SLOPE SEWER LINES FROM FLOOR DRAINS TO

AT NORTHWEST EDGE OF CHILLER AREA. SEE

ADJACENT TO BOILER ROOM WALL TO THE CONNECTION POINT

MAIN SEWER LINE FROM CONNECTION POINT INVERT ELEVATION

CONNECT TO EXIST 6" SS AT APPROX I.E. 409.30. SLOPE

SS SS

TP

SS

SS

SS

SS

SS

SS

SS

TP

TP

TP

TP

TP

TP

TP

TPT

PT

P

TP

SV

SV

SV S

V

SV

SV

SV

SV SV

SV

SV

SV

SV

SV

SS

SS

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

VA

RIE

SC

C

C

6"-SS-(11)

•"-TP-(24)

C

C

C

C

12"

6"

C

YARD

CHILLER

ROOM

BOILER

C

C APPROX 4'-0"

C

C

3

D-505

5

D-218

5

D-218

2"-SV-(9)

C

C

C

C

C

C

2" NO-HUB COUPLINGS (TYP)

SECTION

SCALE: 1" = 1'-0"

1

70-P-112A

SECTION

SCALE: 1" = 1'-0"

2

70-P-112A

OR FENCE

EXIST WALL

C

6"

C

C

EXIST FOOTING

EXIST FOOTING

C

6"-SS-(12)

C

6"-SS-(11)

C

C

C

EXIST CI

I.E. 409.36

C

70-P-203

PLUMBING SECTIONS

PIPE SUPPORT

C

EXIST WALL

C

2"-SV-(12)

VENT 6' ABOVE BUILDING

C

27

27

CONNECT DI PIPE TO CI PIPE

4 FEET BEYOND THE BUILDING AND

LOCATE EXISTING SEWER PIPE JOINT

NOTE:

NEW DI

NO-HUB

NO-HUB COUPLING

CI TO STEEL TRANSITION

NEW CONC SLAB

12" MIN

SEE DETAIL

OF NEW DI SS

NEW CONC ENCASEMENT

C

NO-HUB COUPLING

BELL & SPIGOT CONNECTION OR

C

2"-SV-(12)

C

C

REINFORCEMENT.

OF CONCRETE AND PLACEMENT OF

2. SEE STRUCTURAL DWGS FOR GENERAL LIMITS

CHILLER AREA CONCRETE SLAB.

BE ENCASED EITHER WITHIN OR UNDER THE

HOW ALL DRAIN RELATED PLUMBING IS TO

1. THIS SECTION SERVES AS AN EXAMPLE OF

NOTES:

SIM.

BY CONTRACTOR.

TP LINE PLACED

NOTE:

C

SEE DETAIL

OF NEW DI SS

NEW CONC ENCASEMENT

SECTION 3

70-P-112ASCALE: NTS

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

11-

SERVICEREMARKS

11-

9-

24-

SS

SS

SV

LEGEND

SYSTEM DESIGN CONDITIONS

(DEG. F)

TEMP

NO.

GROUP

SECTION

SPEC.(PSI)

PRESSURE

OPER. MAX.OPER. MAX.

MATERIAL INSTALLATION

-

-

-

-

-

-

-

-

-

-

100 125 COPPER

BURIED

GRADE

ABOVE

GRADE

ABOVE

PIPING INSULATION

CLASS

SCH/LINING/COATING

WT.

SERVICE

-

-

-

-

TYPE

JOINT

SOLDERED

TYPE BALL(INS.)

THICKNESSCHECK BUTTERFLY

VALVING

-

-

-

-

-

-

-

-

-

-

-

X

-

-

-

X

-

-

-

X

TEST REQUIREMENTS

MEDIUM(MIN.)

DURATION

TEST

1"

1"

1"

60

60

60

60125

SMOKE

SMOKE

SMOKE

WATER

ABOVE GRADE

TP - - COPPER"L"

TYPESOLDERED 125 WATER 60 ABOVE GRADE

SEWER

SANITARY

SEWER

SANITARY

VENT

SANITARY

PRIMER

TRAP15410

GRADE

ABOVE- - - X X -

15410

15010

15410

15410

24125100

WATER

PROCESSPRW

12-SV - - -WT.

SERVICE- - - - - - 1" 60SMOKE

VENT

SANITARY15410

"K"

TYPE2•" AND SMALLER

STEEL

CARBON

ENCASEDENCASED

CONC

RW - - COPPER"L"

TYPESOLDERED 125 WATER 60 ABOVE GRADE15410

GRADE

ABOVE- - - X X -24125100

WATER

RECLAIMED

ENCASED

CONC

ALLOWANCE

LEAKAGE

ZERO

ZERO

ZERO

ZERO

ZERO

ZERO

ZERO

WELDED

IRON

DUCTILE

IRON

DUCTILE

IRON

CAST

350 PSI

350 PSI

SPIGOT

BELL &

NO-HUB

BURIED

ENCASED

PIPING SYSTEM OUTLINE SPECIFICATIONS AND REQUIREMENTS


70-P-501A

(PSI/IN. H20)

PRESSURE

MIN.

28

28

SPIGOT

BELL &

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018


70-P-502A

TYPEFIXTURENO.

FIXTUREP.W. P.H.W.SS. OR CD.

REMARKSSV. OR CV PA

-1‚- -

FLOOR DRAIN70-FD-02 FLOOR 4 -- -MEDIUM DUTY

CAST IRON

FREE STANDINGEYEWASH STATION

EMERGENCY SHOWER/-

2

PRW

-

-

NO.

SPEC.

15430

15080

70-TP-01 - - - -- • 15430TRAP PRIMER END OF LINE

DROP IN PRRESSURE SENSING

PLUMBING SCHEDULE

70-ES-01

SIZES (IN.)

29

29

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

A

TANK

EXPANSION

TYPE

DIAPHRAGM

CWS

CWR

VSD

VSD

TE

TE

TE

FEEDER

POT

CHEMICAL

A

PRW

AUTO AIR VENT

AUTO AIR VENT

AIR

SEPARATOR

CONDENSER

EVAPORATOR

CONDENSER

EVAPORATOR

SCHEMATIC - 2 SHT. 70-H-2

CHILLED WATER SYSTEM

SCHEMATIC - 2 SHT. 70-H-2

CHILLED WATER SYSTEM

70-AHU-03

70-TCV-123

2" (35 GPM)

70-AHU-02

70-TCV-122

70-AHU-01

70-TCV-121

70-TCV-131

70-FC-01

1 1/4" (14 GPM)

UNION (TYP.)

(TYP.)

CONNECTION

FLEXIBLE

(TYP.)

THERMOMETER

GAUGE (TYP.)

PRESSURE

REDUCER (TYP.)70-WC-03

70-ET-01

70-AS-01

TE-101

TE-105

CC

C

C

CC

C

C C

C

C

C

C

C

C C

8" C

6"

C

6"

C

6"

C

6"

6"

6"

CC

C

8"

C

2"

C

1"

C

8"

C

8"

C

8" C

6" 6"C

8"

C

8"

8"

CC

CC

8"

8"

C

8"

C

2"

C

C

C

C

8"

C

8"

C

2•"

2•" (60 GPM)

ƒ" (2.6 GPM)

BALL VALVE C

C

8"

8"

8"

PE

PE

C

TAPS. INSTALL NEW PRESSURE SENSORS.

UTILIZE EXISTING DIFFERENTIAL PRESSURE

P.O.C.

TAPS. INSTALL NEW PRESSURE SENSORS.

UTILIZE EXISTING DIFFERENTIAL PRESSURE

P.O.C.

C

C

C

(TYP.)

AIR VENT

(TYP.)

DRAIN

METER

CW FLOW

2201

70PIT

2202

70PIT

DPE

TE

CONDENSER

EVAPORATOR

70-WC-01

6"

C

C

70-MV-2300

M

70-WC-02

6"

C

6"

C

C

C

C

NEW EXISTING

NOTE: FOR INSTRUMENTATION DETAIL, SEE P&ID DRAWINGS 7-I-1A THRU 70-I-4A.

CHILLED WATER FLOW SYSTEM SCHEMATIC

C

M

CC

M

M

C

70-MV-2400

6"

C

6"

C

C

6"

C

70-MV-2500

30

30

TE-2301

70-FIT-2300

TE-2401

70-FIT-2400

TE-2501

70-FIT-2500

106

TE

TE-106

70-P-05

70-P-04

70-P-01

70-P-02

70-P-03

70-P-20

2201

70-DP

C

70-FIT-2201 70-H-1A

2201

70TT

TE-105

REPLACES

2201

70TT

TE-106

REPLACES

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

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

PLAN

70-H-111A

PIPING PLAN - GENERALHVAC GROUND FLOOR

SHEET 70-H-112A

MATCHLINE - SEE

SHEET 70-H-113

MATCHLINE - SEE

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

C

FOR ENLARGED VIEW OF THE CHILLER AREA

SEE 70-H-112A, 70-H-112B AND 70-H-112C

31

31

M

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

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

PLAN

YARD

CHILLER

ROOM

ELECTRICAL

ROOM

PUMP

ROOM

BOILER

C

EXISTING SIDEWALK

C

HOUSEKEEPING PAD

WEST SIDE

REMAINS ON

EXISTING FENCE

ON EAST SIDE

EXISTING FENCE REMAINS

C

SEE NOTE 2

C

SEE NOTE 1

C

70-H-112A

BACKFLOW PREVENTER

REDUCED PRESSURE

C

C

C

C

C

C

12'-

6•

"32'-

8•

"

CC

4'-

11•

"

C

C6"

(TY

P)

SEE DETAIL

PIPE SUPPORT (TYP)

C

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

C

C

C

C

C

C

9'-9"C

C

16'-9"16'-9"10'-0"

C

C

1'-4"

C

C

C

C

C

C

C

C

C

C

C

C

C

C

6'-0Ž" 7'-4…" 7'-4…" 7'-4…" 5'-9Ž"9'-4†"9'-4†" SEE NOTE 3

PIPING PLAN - PART 1HVAC GROUND FLOOR

8'-

6"

C

CC

C4'-

8‚

"

C

C6'-

8…

"

5

D-505

C

C 11'-10"C

CMATCH EXIST

PER EXIST C

C

43'-4" (FOR REF.)

32

32

(P.O.C) OF THE CWS & CWR.

4. SEE DRAWING 70-H-112C FOR LOCATION OF POINT OF CONNECTION

PLACING THE CHILLERS WEST TO EAST.

DIMENSIONS VARY ALSO. CENTERLINE DIMENSIONS ARE THE BASIS OF

3. CHILLER WIDTH DIMENSIONS VARY BY MANUFACTURER THUS SPACING

PUMPS, APPURTENANCES AND PIPING.

2. SEE DRAWING 70-H-112C FOR ENLARGED VIEW OF PRIMARY AND SECONDARY

1. SEE DRAWING 70-H-112B FOR ENLARGED VIEW OF CHILLER UNITS AND PIPING.

NOTES:

M

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

MATCHLINE - SEE SHEET 70-H-112C

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

PLAN

CONTROL PANEL

YARDCHILLER

70-H-112B

70-WC-01

C

70-WC-02

C

70-WC-03

C

CONTROL PANEL CONTROL PANEL

ROOMELECTRICAL

1

70-H-202A

8"-CWS-(9)

C

C

8"-CWR-(9)

C

C15'-

0" (T

YP)

SEE DETAIL

PIPE SUPPORT (TYP)

C

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

HVAC PIPING PLAN - CHILLER AREA

5

D-505

3

D-506

SEE DETAIL

ARV (TYP)

C

•"-V-(24)

C

C

C

6"

AFF (TYP)

VENT TO 6"

33

33

M

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

70-H-112C

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

ROOMELECTRICAL

ROOMPUMP

ROOMBOILER

YARDCHILLER

70-P-20

70-AS-01

70-H-202B

1

8"-CWR-(9)

8"-CWR-(9)

POT FEEDER

CHEMICAL

PLAN

7'-

7"

C

C

HO

US

EK

EE

PIN

G

PA

D

NE

W

C

C

70-ET-01

C

1"-CW-(9)3

8"-CWS-(9)

8"-CWR-(9)C

4'-

0"

C

CC

C

3'-

6"

70-P-05 70-P-04

SEE DETAIL

PIPE SUPPORT (TYP)

5

C

4'-0"CC

6'-6"CC

C

C

C

C

5'-3"C

C

3'-8"C 1'-9"C

C6'-0" 6'-0"

2

C

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

8"-CWS-(9)

2'-0"C

C

2'-0"C

C

4'-2"C

C

3'-1"C

C

C

C

3'-1"C

C

C

C

3'-1" 11'-11"

CC4'-3"

CC

C

1'-6"

C

C

C

70-ES-01

SHEET 70-H-112BMATCHLINE - SEE

70-H-203

2

70-H-203

C

1

70-H-203

5'-

5"

C

C1'-4"

C

C

C C

70-P-03

C

70-P-02

C

70-P-01

C

CANCILLARY EQUIPMENT AREA

HVAC PIPING PLAN - CHILLER

EXIS

T

6'-

4"

C

C

C

C

C

NEWC

C

EXIST

2"-RCL-(24)

C

C

4

70-H-204

5

70-H-204

D-505

D-505

C

(TYP)

ARV

34

34

SEE DETAIL

(TYP)

PIPE BRACKET

C

CW MAKEUP WATER

C

C

C

1'-6"C

C

11" C

C

SEE NOTE 2

C

BYPASS

NEWC

NOTE 3

SEE

C

(VERT)

HOT TAP

STOP

PIPE

C

3. HOT TAP FOR TEMP CHILLERS AND PERMANENT BYPASS.

2. 1" HOT TAP FOR 70TIT 2202 ON SIDE OF PIPE.

1. ARV's VENT 6" AFF.

NOTES:

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

70-H-202A

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

1

70-H-112B

HVAC PIPING SECTION

SECTION

8"-CWS-(9)

C

C

YARD

CHILLER

TO REMAIN

EXTERIOR FENCE

C

C

(TYP)

PIPE SUPPORT

70-WC-03

PAD (TYP)

6" HOUSEKEEPING

C TO REMAIN

EXTERIOR FENCE

C

C

8"-CWR-(9)

C

C

(TYP)

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

6'-3" 5'-8" 11'-1" 5'-8" 11'-1" 5'-8" 5'-3" 1'-3"10"

C

C

C

C

C

C

C

C

7'-0"C

C

C

C

C

C

3'-9" 9'-9" 7'-0" 9'-9" 9'-9" 3'-6"

5

2'-0"C

C

70PI

70TI

7'-

2" (T

YP)

70TIT

C

70-WC-02

C

70-WC-01

C

70FIT

C

70PI

70MV

C

1

(TYP)C

70FIT

C

70TIT

70MV

C

C

70PI

70FIT

C

70MV

C

C

70PI

D-505

D-506

2

(TYP)

D-506

C

70TI

C C

70TI

C

70TI

3

D-506

ARV (TYP)

1. ARVs VENT TO 6" AFF.

NOTE:

C

C

C

•"-V-(24)

C

C

70TI

70PI

C

(TYP)

C C

70TIT

70PI70TI

C

C

4

(TYP)

D-506

DRAIN

C

C

C

FITTING TO

FITTING (TYP)

35

35

2

(TYP)

D-506

2500

25002501

2500

2500

2501

2501

2401

2401

2400

2401

2400

2400

2400

23002300

2300

2301

2301

2300

2300

M

M

M

M

M

M

P P P

PPP

T

T

T

T

T

T

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

70-H-202B

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

C CC

70-P-01 70-P-02 70-P-0370-P-05

70-ET-01

70-AS-01

C

C C

70-P-04

1

70-H-112C

HVAC PIPING SECTION

SECTION

70-P-20

C

6"-CWR-(9)

(TYP FOR)

70-P-01

70-P-02

70-P-03

2"-CW-(9)

1"-CW-(9)

8"-CWR-(9)

POT FEEDER

CHEMICAL

1"-CW-(9)

8"-CWR-(9)

8"-CWS-(9)

8"-CWS-(9)

(TYP FOR)

70-P-04

PAD

6" HOUSEKEEPING

C

YARD

CHILLER

TO REMAIN

EXTERIOR FENCE

1"-CW-(9)

C

C

C

C

RELIEF VALVE

FLOW METER &

C

C

C

C

C

C7'-

6"

C

C6" (T

YP)

70-ES-01

C

C6" (T

YP)

PIPE SUPPORT (TYP)

2

ELBOW SUPPORT

C

70PI

70PI

70PI

70FS 70FS 70FS 70FS

70PI 70PI

70PI

70PI 70PI

C

C

C

C C

C C C

C C C

C

70PI

70PI

70PI

70PI

C

70FS

1

(TYP)

C

C

70FS

C

C

2201

C

C

D-506

D-505

5

D-505

4

D-505

C

D-506

3 ARV (TYP)

C

C

C

C

36

36

3

C

70-S-401A

0100

0101

0200

0100 0200 0300 1200

0201

0300

0301

1200

1201

PUMP EQUIPMENT MOUNTING (TYP)

C

0400

0400

0501

0500

0500

0401

70DPE

70-P-20

(TYP)

PIPE BRACKET

C

C

C

EXISTNEW

C

COUPLING (TYP)

TYPE W/HALF

THERMAL DISPERSION

C

INSTALL PIPE STOP

C C

BYPASS

REMOVAL OF EXIST

PENETRATION FROM

GROUT FILLED

C

2202

2

(SIM)

D-506

NOTE 3

SEEC

C

C

C

4. 1" HOT TAP W/WELDED HALF COUPLING.

ELEVATION FOR CLARITY.

3. EXIST RETURN SHOWN AT EXAGGERATED

2. STEEL CANOPY NOT SHOWN FOR CLARITY.

1. ARV's VENT 6" AFF.

NOTES:

NOTE 4

SEE

C

C

C

70TIT

& NEW PERM BYPASS

HOT TAP FOR TEMP CHILLERS

c

c c

ccc

P P P P

P

P PP P

PPP

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018


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

SECTION 3

8"-CWS-(9)

ROOM

BOILER

YARD

CHILLER

HANDLERS

TO AIR

C

4

70-H-112C

SEE DETAIL

ELBOW SUPPORT (TYP)

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

SECTION 1

70-H-112C SCALE: 1/2" = 1'-0"

SECTION 2

70-H-112C

YARD

CHILLER

YARD

CHILLER

ROOM

BOILER

ROOM

BOILER

70-H-203

C

C

6" HOUSEKEEPING PAD

8"-CWR-(9)

6"-CWR-(9)

C

70PI

70FS

1

(TYP)

C C

70PIC

C

6"-CWR-(9)

C

C

C

C

6" HOUSEKEEPING PAD

C

C

6" HOUSEKEEPING PAD

8"-CWS-(9)

8"-CWS-(9)

C

C

70PI

C

C

8"-CWS-(9)

3'-

6"

C

C

C

70FE

2201

2201

C

C

NEW

D-506

C

SUCTION DIFFUSER

1

(TYP)

D-506

STRAINER (TYP)

C

D-505

C

CA

PP

RO

X 6'-

0"

37

37

0102

0100

0100

0500

2

D-506

C

C

1'-0"

TEMP CONNECTION (TYP)

GATE VALVE FOR

SLEEVE W/FULL PORT

PROPOSED HOT TAP

4'-

6"

C

C

C

W/BALL VALVE

1" HALF COUPLING

C

2201

70DP

C

CW SUPPLY

VALVE USED FOR

PIPE STOP TAPPING

C

C

STAINLESS STL INST TUBING

C

EXIST

70TIT

P

c

P

P

M

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

SCALE: 3/4" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

YARD

CHILLER

ROOM

BOILER

4

70-H-112C

5

6" HOUSEKEEPING PAD

C

C

6" HOUSEKEEPING PAD

C

C

1 •"-RW-(24)

C

C

C

70-AS-01

1 ‚"-D-(24)

1 •"-RW-(24)

C

C

C

C

3'-

0"

2"-RW-(24)

PROTECT-IN-PLACE

EXIST •" TP

C


70-H-204

3

D-505

C

C

C

C

NEW

EXIST

C

REPLACE SOLDERED END ELBOW

INSTALLED DURING DEMO &

REMOVE TEMPORARY CAP

1 •"-RW-(24)C

SEE DETAIL

PIPE SUPPORT C

TO TOP OF 70-AS-01

TO DRAIN FROM 70-AS-01

C

1 •"-RW-(24)

C

STATION

MAKE-UP WATER

C

3'-

0"

C

CC

1 ‚"-RW-(24)

REPLACE SOLDERED END ELBOW

INSTALLED DURING DEMO &

REMOVE TEMPORARY CAP

PROTECT-IN-PLACE

PENETRATION

EXIST RW WALL

C

PROTECT-IN-PLACE

PENETRATION

EXIST RW WALL

C

VENT TO FLOOR

VALVE

AIR RELEASE

C

C

ON EXIST RISER

INSTALL NEW ELBOW

C

C TO DRAIN

C

5

70-H-204

C

1

D-424

(TYP)

PIPE HANGER

C

WALL PENETRATION

EXIST RW OUT OF

D-424

2DETAIL

SEE TRAP PRIMER

C

5

70-H-204

STATION SEE

MAKE-UP WATER

EXIST WALL

C

38

38

3

D-506

C

WALL PENETRATION HERE

TO EXIST PRIOR TO ENTERING

DURING DEMO ADD NEW ELBOW

REMOVE EXIST CAP INSTALLED

1

D-506 C

70-H-112C

SECTION - CWR MAKEUP WATER

PRV SEE SPECS

P

12/13/2018

C73039

70-H-306A

39

39

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

70-P-20

70-P-03

70-P-02

70PI

70-P-01

HOC

M


XX

B

HSXX

A

M

M

M

PRIMARY PUMP 1

PRIMARY PUMP 2

PRIMARY PUMP 3

PRIMARY PUMP 4

SEE TABLE

SEE TABLE

SEE TABLE

SEE NOTE 270PIXX

C 70FSXX

D

MCC

IN

CO

MP

UT

ER

ST

AR

T

ST

OP

RU

N

SEE NOTE 1

CUSTOM APPLICATION CONTROLLER

CHILL WATER SYSTEM

ETHERNET COM

PRIMARY CW

A

PUMP NO. 1

PUMP NO. 2

PUMP NO. 3

PUMP NO. 4

B C D E F G

TABLE

NOTES:

1.

70-P-20.

FOR PUMPS 70-P-02, 70-P-03, AND

DEVICES SHOWN FOR 70-P-01 TYPICAL

70-P-20.

TYPICAL FOR 70-P-02, 70-P-03 AND

LOOP CONTROLS SHOWN FOR 70-P-01,

2.

70-H-306B

70-PCM-01 (EXISTING)

FL

OW

SW.

70-H-306B

24VDC

M70

QIX

XX

X

(IN

CO

MP

UT

ER)

M70

MIX

XX

X

(RU

N)

M70

YA

XX

XX

(FAIL)E F G

70HS0100

70HS0200

70HS0300

70HS2000

70PI0100

70PI0200

70PI0300

70PI2000

70PI0101

70PI0201

70PI0301

70PI2001

70FS0100

70FS0200

70FS0300

70FS2000

70QI0100

70QI0200

70QI0300

70QI2000

70MI0100

70MI0200

70MI0300

70MI2000

70YA0100

70YA0200

70YA0300

70YA2000

DROP 27

CHR

PRIMARY

12/13/2018

C73039

70-H-306B

40

40

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

TANK

EXPANSION

TYPE

DIAPHRAGM

70-CP-01

POT

ADDITION

CHEMICAL70-ET-01

70-AS-01

SEPARATOR

AIR

AIRVENT

WATER MAKEUP


TO CHILLERS

PRIMARY CW

PRIMARY CW

PRIMARY CWR CWR

70-H-306A

70-H-306A

70-H-306C

70-H-306C


DROP 27

12/13/2018

C73039

70-H-306C

41

41

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018


IN

CO

MP

UT

ER

FL

OW


CHILL WATER SYSTEM

ETHERNET COM

CONDENSER

EVAPORATORM

70HS

70MV230070-CW-01

PO

SITIO

N

70PI

70PI

CONDENSER

EVAPORATORM

70HS

M

70MV2400

70FIT

70-CW-02

70FE2400

70PI

70PI

IN

CO

MP

UT

ER

PO

SITIO

N

CONDENSER

EVAPORATORM

70HS

M

70MV250070-CW-03

70PI

70FIT

70PI

IN

CO

MP

UT

ER

PO

SITIO

N

70TI

70TIT

70TI

70TI

FL

OW

FL

OW

BA

CN

ET

CO

MM

BA

CN

ET

CO

MM

BA

CN

ET

CO

MM

TO SECONDARY PUMPS

CWR

PRIMARY CW

OU

TL

ET

TE

MP

OU

TL

ET

TE

MP

OU

TL

ET

TE

MP

M

70FIT

70FE2300

70TIT

70TIT

70FE2500

70-H-306B

70-H-306B

70-H-306D

70-H-306D

120VAC

120VAC 120VAC

120VAC 120VAC

M7

0QI2

30

0

(IN

CO

MP

UT

ER)

M7

0F

T2

30

0

(FL

OW)

M7

0T

T2

30

1

(TE

MP)

M7

0QI2

40

0

(IN

CO

MP

UT

ER)

M7

0F

T2

40

0

(FL

OW)

M7

0T

T2

40

1

(TE

MP)

M7

0QI2

50

0

(IN

CO

MP

UT

ER)

M7

0F

T2

50

0

(FL

OW)

M7

0T

T2

50

1

(TE

MP)

M7

0H

S2

30

0

M7

0T

SP2

30

0

(RE

SE

T)

(SE

T

POIN

T)

M7

0H

S2

40

0

M7

0T

SP2

40

0

(RE

SE

T)

(SE

T

POIN

T)

M7

0H

S2

50

0

M7

0T

SP2

50

0

(RE

SE

T)

(SE

T

POIN

T)

2301

2300 2300

23002300

2301

24002400

2400 2400

2401 2401

25002500

2500 2500

2501 2501


M7

0RI2

30

0

(RE

AD

Y)

M7

0MI2

30

0

M7

0Y

A2

30

0

(RU

N)

(FAIL)

M7

0RI2

40

0

(RE

AD

Y)

M7

0MI2

40

0

M7

0Y

A2

40

0

(RU

N)

(FAIL)

M7

0RI2

50

0

(RE

AD

Y)

M7

0MI2

50

0

M7

0Y

A2

50

0

(RU

N)

(FAIL)

M7

0H

S2

60

0

(DU

TY

SE

LE

CT)

DROP 27

DE

MA

ND

DE

MA

ND

DE

MA

ND

TO PRIMARY PUMPS 2202

70TIT

CW

R

TE

MP

M7

0T

T1

06

(CW

R

TE

MP)

BY-PASS

12/13/2018

C73039

70-H-306D

42

42

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

M

70-P-05

M

70-P-04

LOS

M

70FE2201



CHILL WATER SYSTEM

ETHERNET COM

VFD

70HS

70PI 70FS

70PI

RU

N

SP

EE

D

VFD

70PI

LOS

70HS

RU

N

SP

EE

D

70PI 70FS70FIT

COOLING UNITS

TO CWS

70DP

SY

ST

EM

DP

FROM CHILLERS

CHR

CW

S

TE

MP

CW

R

TE

MP

}HARDWIRED I/O

DEMO EXISTING

IN

CO

MP

UT

ER

ST

AR

T/

ST

OP

IN

CO

MP

UT

ER

ST

AR

T/

ST

OP

UNITS

COOLING

FROM CWR

FL

OW

SW.

FL

OW

SW.

SY

ST

EM

FL

OW

70-H-306C

70-H-306C

FAIL

FAIL

24VDC

120VAC

M7

0QI0

40

0

(IN

CO

MP

UT

ER)

M7

0MI0

40

0

(RU

N)

M7

0Y

A0

40

0

(FAIL)

M7

0QI0

50

0

(IN

CO

MP

UT

ER)

M7

0MI0

50

0

(RU

N)

(FAIL)

(FL

OW)

M7

0F

T2

20

1

M7

0Y

A0

50

0

M7

0P

T2

20

1

M7

0P

T2

20

2

0400

0400

0401 0400

SECONDARY PUMP NO. 1

SECONDARY PUMP NO. 2

0500

0500

0501 05002201

2201

M7

0JI0

40

0

(PO

WE

R)

70-PCM-01 (EXSTING)

M7

0JI0

50

0

(PO

WE

R)

DROP 27

DE

MA

ND

DE

MA

ND

1.

NOTES:

MONITORED UTILIZING THE EXISTING TE-106 SIGNAL.

TEMPERATURE OF THE CWR WILL CONTINUE TO BE

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

2201

CW

S

TE

MP

M7

0T

T2

20

1

(CW

S

TE

MP)

70TIT

12/13/2018

C73039

70-H-306E

43

43

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

CAC-3 NEMA 12 ENCLOSURE

ETHERNET SWITCH

OIT

(DOOR MOUNTED)

CONTROLLER

(QTY AS REQUIRED)

I/O CARDS

EXISTING PCM-01

}PER P&ID'S

FIELD I/O

BACNET

ETHERNET

LCP

CHILLER 1

LCP

CHILLER 2

LCP

CHILLER 3

NTS

ANF

LED LIGHT

XFR

ISOLATION

PS

24VAC

CONTROLLER AND I/O CARDS

SWITCH

ETHERNET

OIT

PS

24VDC

INSTRUMENTS

ANALOG

PS

24VDC

NTS

20A/1P

20A/1P

120 VAC 70IP1-12

120 VAC 70IP1-14 N

CAC-3 COMMUNICATION DIAGRAMS

CAC-3 POWER DIAGRAM

120 VAC

FLOW SWITCHES (QTY 6)

(DROP 27)

COMMUNICATION BLOCK DIAGRAM

CUSTOM APPLICATION CONTROLLER)

CAC-3 (CHILLED WATER SYSTEM

70VFD3

70VFD4

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

REMARKS

(LBS.)

WT.

OPER.

& MODEL NO.

MANUFACTURER

NO.

UNIT LOCATION SERVICECAPACITY

(G.P.M.)

SIZE

DIA. x HT.

(IN.)

SPEC.

SECTION

AIR SEPARATORS

70-H-501A

MIN.

& MODEL NO.

MANUFACTURER

NO.

UNITOPER.

WT.

(LBS.)

TYPE G.P.M. FT. HD.

H.P.R.P.M.

REMARKS

MOTOR DATA

V./PH./HZ.

LOCATIONSERVICEEFF. %

N.P.S.H.

ACCEPTANCETANK

CAPACITY (GALS.)REMARKS

(LBS.)

WT.

OPER.

& MODEL NO.

MANUFACTURER

NO.

UNIT LOCATION SERVICE

SIZE

(IN.)

75

BLDG. 70

CHILLER YARD

BLDG. 70

CHILLER YARD

PRIMARY

PRIMARY

PRIMARY

SECONDARY

SECONDARY

BLDG. 70

CHILLER YARD

BLDG. 70

CHILLER YARD

BLDG. 70

CHILLER YARD

BLDG. 70

CHILLER YARD

BLDG. 70

CHILLER YARD

END SUCTION

FRAME MOUNT

END SUCTION

FRAME MOUNT

END SUCTION

FRAME MOUNT

1040

1750

1750

1750

460/3/60

460/3/60

460/3/60

460/3/60

460/3/60

400

400

400

1100

1100

70-AS-01

70-ET-01

70-P-01

70-P-02

70-P-03

70-P-04

70-P-05CW

CW

CW

CW

CW8

8

8

12

12

(FT.)

BELL & GOSSETTCW 24x54

CW

DIAMETER x HT.

SPEC.

SECTION

SPEC.

SECTION

VARIABLE FREQUENCY DRIVE CONTROL

VARIABLE FREQUENCY DRIVE CONTROLSPLIT CASE

HORIZONTAL

SPLIT CASE

HORIZONTAL1040 75

EXPANSION TANKS

PUMPS

HVAC SCHEDULE - 1

PRIMARY BLDG. 70

CHILLER YARD END SUCTION

FRAME MOUNT460/3/60 400

CW870-P-20

START

TYPE OFM.C.A.

REFR.)

(TONS OF

(LBS.)

WT.OPER.

VOLTAGE REMARKS

V. / PH. / HZ

MANUFACTURER

& MODEL NO.

UNIT

NO.

CAPACITY

G.P.M.P.D.E.W.T.L.W.T.

CHILLED WATER

(FT.HD.)

LOCATION

AMBIENT

AIR TEMP.

AIR COOLED CHILLERS

70-WC-01

70-WC-02

95.0 57.0 42.0 7.2 455 460/3/60 18,000

SPEC.

SECTION

11070

ELECTRICAL

POWER

UNITTOTAL

(KW)

261.4

M.O.P.

455

1 2 1 2

600 600VOLTAGE

FULL

( F.) ( F.)( F.)

70-WC-03

TYPE

TEFC

TEFC

TEFC

TEFC

TEFC

TEFC

BELL & GOSSETT

e-15104BD

BELL & GOSSETT

BELL & GOSSETT

BELL & GOSSETT

BELL & GOSSETT

BELL & GOSSETT

e-15104BD

e-15104BD

e-15104BD

VSC 4X6X17-1/2A

VSC 4X6X17-1/2A

450

650

450

650

450

650

450

650

180

180 74

74

81

81

81

81

45

37

45

37

45

37

45

37

10

10

10

101750

1780

1780

11071

11071

11071

11071

11072

11072

250

450

650

RATED

10.99

COOLING

EFFICIENCY

(AHRI)(EER)

BLDG. 70

CHILLER YARD

BLDG. 70

CHILLER YARD

BLDG. 70

CHILLER YARD

250 95.0

450

65057.0 42.0 7.2 455 455 600 600

VOLTAGE

FULL460/3/60 10.99 261.4 18,000 11070

250 95.0

450

65057.0 42.0 7.2 455 455 600 600

VOLTAGE

FULL460/3/60 10.99 261.4 18,000 11070

BELL & GOSSETT

B-3008080 24x51 1000 11075

110754201900ROLAIRTROL RL-8F

NOTE 1

NOTE 1

NOTE 1

44

44

NOTE 1: THIS COLUMN TO BE COMPLETED AS PART OF AS-BUILTS BY THE CONTRACTOR

12/13/2018

C73039



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

70-H-502A

HVAC SCHEDULE - 2

SERVICE REMARKS

80

80

PIPING SYSTEM OUTLINE SPECIFICATIONS AND REQUIREMENTS

LEGEND

SYSTEM DESIGN CONDITIONS

(DEG. F)

TEMP

NO.

GROUP

SECTION

SPEC.(PSI)

PRESSURE

OPER. MAX. OPER. MAX.

45

57 75

PIPING INSULATION

CLASS

SCH/

-

-

TYPE

JOINTTYPE

TEST REQUIREMENTS

MEDIUM

(MIN,)

DURATION

TEST

60

60

WATER

WATER

CWS

CWR

75 150

150

9 15062STEEL

CARBON

9 15062STEEL

CARBON

40

SCH

40

SCH

B

B

150

150

COATING

LINING/

(INS.)

THK

(PSI)

PRESS.

MIN.

C

C

GLASS

CELLULAR

GLASS

CELLULAR

ZERO LEAKAGE TEST

NOTES: B. 3" & LARGER BUTT WELDED SMALLER SCREWED C. VARIES, SEE SPECIFICATION

ZERO LEAKAGE TEST

MATERIAL INSULATION

METAL CLAD

METAL CLAD

SUPPLY

CHILLED WATER

RETURN

CHILLED WATER

45

45

12/13/2018

C73039

2.

3.

4.

5.

CLOSED.

BUS TIE BREAKER WHEN BOTH INCOMING LINE BREAKERS ARE

BOTH INCOMING LINE BREAKERS ARE CLOSED OR TO TRIP THE

INTERLOCKED TO PREVENT CLOSING THE BUS TIE BREAKER WHEN

INCOMING LINE AND BUS TIE BREAKERS SHALL BE ELECTRICALLY

7.

6.

BREAKER RACKED IN THE "TEST" POSITION.

SELECTOR SWITCH, DEVICE 43, IN "MANUAL" POSITION AND THE

BREAKER SHALL BE CAPABLE OF MANUAL OPERATION WITH

WHEN BOTH INCOMING LINE BREAKERS ARE CLOSED. BUS TIE

LINE BREAKERS INTERLOCKS SHALL TRIP THE TIE BREAKER

BY MANUALLY CLOSING THE INCOMING LINE BREAKER. INCOMING

VOLTAGE, THE NORMAL OPERATING MODE SHALL BE RESTORED

IN THE "AUTO" POSITION. UPON RESTORATION OF LINE

TO CLOSE IF TIE BREAKER SELECTOR SWITCH, DEVICE 43 IS

THE ASSOCIATED BREAKER TO TRIP AND THE TIE BREAKER

BREAKER OPEN. LOSS OF ONE INCOMING LINE SHALL CAUSE

BOTH INCOMING LINES BREAKERS CLOSED AND BUS TIE

NORMAL OPERATION OF DOUBLE ENDED SWITCHGEAR IS WITH

FOR EQUIPMENT FRONT VIEWS SEE DRAWING SI-E-45.

LEGEND

1

25


63 - TRANSFORMER PRESSURE SWITCH

71 - TRANSFORMER LOW LIQUID LEVEL

LT - LONG TIME DELAY

ST - SHORT TIME DELAY

GF - GROUND FAULT

26 - TRANSFORMER TEMPERATURE SWITCH

62 - TIMING RELAY

BREAKER TRIP DEVICE

63F- TRANSFORMER FAULT PRESSURE RELAY

RELAY

HI - TO START FANS & ALARM

HI-HI - TO TRIP MAIN BREAKER

25 - SYNCHRO-CHECK RELAY

I - INSTANTANEOUS

8. FOR LIMIT OF CONTRACT NOTES SEE DRAWING SI-E-103

INDICATES PCM SYSTEM INTERFACE

PRIMARY SWITCH UNLESS INCOMING LINE BREAKER IS OPEN.

KIRK KEY INTERLOCK SHALL PREVENT OPENING TRANSFORMER

SI-E-23A

SINGLE LINE DIAGRAM SHEET 1ELECTRICAL SUBSTATION 70USS

NEW

DEMO

EXISTING

2-4" C., 3 NO. 500 KCM & 1 NO. 1/0

DETAILED REQUIREMENTS.

COMPUTER SYSTEM INTERFACE. SEE SPECIFICATIONS 16310 FOR

TWISTED SHIELDED CABLE (ONE OR TWO PAIRS) TO A REMOTE

ALL DATA SHALL BE CAPABLE OF BEING TRANSMITTED VIA A

THE CIRCUIT MONITORS SHALL BE INTERNALLY LINKED.

9. RELABEL BREAKERS.

NOTES:

1.

CONTINUED ON DRAWING NO. SI-E-24A

R-72A & R-73A.

FOR LEGEND AND GENERAL NOTES, SEE DRAWINGS NO. R-71A,

999

FOR APPROVAL.

THE TEMPORARY CHILLERSAND POWER SUPPLY ARRANGEMENTS

THE CONTRACTOR SHALL SUBMIT POWER REQUIREMENTS OF

5

46

46

ATS

K

-127

CT

B

CT

B

CT

B

CS

43

-162

PTBCLF

CPT-1

480-120/240VCLF

480/120V

R A GCS

E

L1

(N.C.)

4000AF

4000AT

4000AF

4000AT (LT, ST, GF.)

EBT (N.O.)

R A G

CLF

480/120V

3

1600AF

1000AT

800AF

800AT

1600AF

1000AT (LT, ST, i, GF.) (LT, ST, i, GF.) (LT, ST, i, GF.)

1

1

1

1 1 1

PTB

K

175ECLF

CT

B

800AF

600AT (LT, ST, i, GF.)

1

1000/5

(3)

1200/5

(3)

1000/5

(3)

1200/5

(3)

(2)(3)(3)

(3)

(3)R A G R A GR A GR A G

FUTURESPARE

70MCC70O1

3A 2A 2B 2D 3D 2C 3C

4B

1B

-227X

FUTURE

CT

B

(3)

4000/5A

3B

-174

26 71

ALARM

1

63 63F

(1) (1)

(1) (1)

(1)

(2)

(1)

(1)

(3)

(3)

CT

B

800AF


1

1000/5

(3)

R A G

554

SIMV-111A2

SEE NOTE 4

YP

EB

PS3-4" C., 3 NO. 750 KCM & 1 NO. 2/0 GND.

CT

B

800AF


1

1000/5

(3)

R A G

554

YP

EB

PS

AMPS AMPS

(LT, ST, GF.)

ALARM

CLOSE BT BREAKER

TRIP BREAKER L1

TO

STATUS

TO

STATUS

TO

STATUS

600A.

LBS.

TO

STATUS

CIRCUIT CURRENT RATING: 65,000A SYMMETRICAL

3 PHASE, 3 WIRE, INTEGRATED SHORT

BUS SECTION A, 480 VOLT, 4000AMP.,

MANUAL

AUTO/

FOR SCHEDULE

SEE DRAWING SI-E-501

TO PANELBOARD

FUTURE LOAD: 0KVA

DEMAND LOAD: 1841KVA

CONNECTED LOAD: 2331KVA

TO

ALARM

AND

STATUS

FANS

START

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MOINTOR

3 PHASE, 4 WIRE, LIQUID FILLED, Z=5.75%

55/65/65C, 12KV-480V

2500/2800/3500 KVA, OA/OA/FA,

OUTDOOR TRANSFORMER A

TO

STATUS

70-WC-1A

CHILLER

FOR CONTINUATION SEE DRAWING SI-E-14.

6"C., 3 NO. 500KCM (15KV) & 1 NO. 1/0 GND (600V.) FROM SIMPS

ENERGY BUILDING

LOCATED IN

ENERGY BUILDING

LOCATED IN

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MONITOR

TO

STATUS

(SEE NOTE 6)

CIRCUIT MONITOR

70-WC-1B

CHILLER

600A

600A

600A

600A

506 AMPS

70-WC-1

CHILLER

506 AMPS

70-WC-3

CHILLER

CHILLER

TEMPORARY

CABLES

PORTABLE

TEMPORARY

2-4" C., 3 NO. 500 KCM & 1 NO. 1/0

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

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TCEL

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12/12/2018

12/13/2018

C73039

2.

3.

4.

5.

7.

6.

FOR EQUIPMENT FRONT VIEWS SEE DRAWING SI-E-45.

LEGEND

1

25


63 - TRANSFORMER PRESSURE SWITCH

71 - TRANSFORMER LOW LIQUID LEVEL

LT - LONG TIME DELAY

ST - SHORT TIME DELAY

GF - GROUND FAULT

26 - TRANSFORMER TEMPERATURE SWITCH

62 - TIMING RELAY

BREAKER TRIP DEVICE

63F- TRANSFORMER FAULT PRESSURE RELAY

RELAY

HI - TO START FANS & ALARM

HI-HI - TO TRIP MAIN BREAKER

25 - SYNCHRO-CHECK RELAY

I - INSTANTANEOUS

8. FOR LIMIT OF CONTRACT NOTES SEE DRAWING SI-E-103.

INDICATES PCM SYSTEM INTERFACE

CLOSED.

BUS TIE BREAKER WHEN BOTH INCOMING LINE BREAKERS ARE

BOTH INCOMING LINE BREAKERS ARE CLOSED OR TO TRIP THE

INTERLOCKED TO PREVENT CLOSING THE BUS TIE BREAKER WHEN

INCOMING LINE AND BUS TIE BREAKERS SHALL BE ELECTRICALLY

BREAKER RACKED IN THE "TEST" POSITION.

SELECTOR SWITCH, DEVICE 43, IN "MANUAL" POSITION AND THE

BREAKER SHALL BE CAPABLE OF MANUAL OPERATION WITH

WHEN BOTH INCOMING LINE BREAKERS ARE CLOSED. BUS TIE

LINE BREAKERS INTERLOCKS SHALL TRIP THE TIE BREAKER

BY MANUALLY CLOSING THE INCOMING LINE BREAKER. INCOMING

VOLTAGE, THE NORMAL OPERATING MODE SHALL BE RESTORED

IN THE "AUTO" POSITION. UPON RESTORATION OF LINE

TO CLOSE IF TIE BREAKER SELECTOR SWITCH, DEVICE 43 IS

THE ASSOCIATED BREAKER TO TRIP AND THE TIE BREAKER

BREAKER OPEN. LOSS OF ONE INCOMING LINE SHALL CAUSE

BOTH INCOMING LINES BREAKERS CLOSED AND BUS TIE

NORMAL OPERATION OF DOUBLE ENDED SWITCHGEAR IS WITH

DETAILED REQUIREMENTS.

COMPUTER SYSTEM INTERFACE. SEE SPECIFICATIONS 16310 FOR

TWISTED SHIELDED CABLE (ONE OR TWO PAIRS) TO A REMOTE

ALL DATA SHALL BE CAPABLE OF BEING TRANSMITTED VIA A

THE CIRCUIT MONITORS SHALL BE INTERNALLY LINKED.

PRIMARY SWITCH UNLESS INCOMING LINE BREAKER IS OPEN.

KIRK KEY INTERLOCK SHALL PREVENT OPENING TRANSFORMER

SI-E-24A

SINGLE LINE DIAGRAM SHEET 2ELECTRICAL SUBSTATION 70USS

NEW

DEMO

EXISTING

NEW

DEMO

EXISTING

NOTES:NOTES:NOTES:

1.

99 99

9. RELABEL BREAKERS.

R-72A & R-73A.

FOR LEGEND AND GENERAL NOTES, SEE DRAWINGS NO. R-71A,

SI-E-23A

DRAWING NO.

ON

CONTINUED

FOR APPROVAL.

THE TEMPORARY CHILLERS AND POWER SUPPLY ARRANGEMENTS

THE CONTRACTOR SHALL SUBMIT POWER REQUIREMENTS OF

5

47

47

CT

B

800AF


1

CT

B

1600AF

1000AT (LT, ST, i, GF.)

1

CT

B

800AF


1

CT

B

1600AF

1000AT (LT, ST, i, GF.)

SPARE

1200/5

1

(3)

1000/5

(3)

1200/5

(3)

1000/5

(3)

K

-227

-262

PTB

CLF

480/120V

4000AF

4000AT

L2

(N.C.)

E

CS

CLFCPT-2

480-120/240V

CLF

480/120V

3

1

1

PTB

K

CLF175E

(3)

(3)(2)

R A G

R A G R A G R A G R A G

(3)

(3)

FUTURE FUTURE

70MCC70O2 70MCC70O4

7B

5C 5B 6C 5A 5D 6D 6B 6A

CT

B

(3)

4000/5A

-227X

(2)

(1)

(1)

-174

26 71

ALARM

1

63 63F

(1) (1)

(1) (1)

(1)(3)

(3)

CT

B

800AF


1

1000/5

(3)

R A G

SIMV-111B2

SEE NOTE 4

YP

EB

PS

CT

B

800AF


1000/5

(3)

R A G1

3-4" C., 3 NO. 750 KCM & 1 NO. 2/0 GND.

YP

EB

PS

554 554AMPS AMPS

(LT, ST, GF.)

TO

STATUS

TO

STATUS

TO

STATUS

TO

STATUS

ALARM

CLOSE BT BREAKER

TRIP BREAKER L2

600A.

LBS

CIRCUIT CURRENT RATING: 65,000A SYMMETRICAL

3 PHASE, 3 WIRE, INTEGRATED SHORT

BUS SECTION B, 480 VOLT, 4000AMP

TO

ALARM

AND

STATUS

FANS

START

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MONITOR

(SEE NOTE 6)

CIRCUIT MONITOR

3 PHASE, 4 WIRE, LIQUID FILLED, Z=5.75%

55/65/65C, 12KV-480V

2500/2800/3500 KVA, OA/OA/FA,

OUTDOOR TRANSFORMER B

TO

STATUS

(SEE NOTE 6)

CIRCUIT MONITOR

FOR CONTINUATION SEE DRAWING SI-E-14.

6"C., 3 NO. 500KCM (15KV) & 1 NO. 1/0 GND (600V.) FROM SIMPS

ENERGY BUILDING

LOCATED IN

ENERGY BUILDING

LOCATED IN

(SEE NOTE 6)

CIRCUIT MONITOR

TO

STATUS

(SEE NOTE 6)

CIRCUIT MONITOR

70-WC-2A

CHILLER

70-WC-2B

CHILLER

600A

600A

600A

600A

CHILLER

70-WC-2

506 AMPS

(2)4"C.O.

CHILLER

TEMPORARY

CABLES

PORTABLE

TEMPORARY

2-4" C., 3 NO. 500 KCM & 1 NO. 1/0

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

70-E-11A

15

30

B

70-P-01

WA

TE

R

PU

MP

PRIM

AR

Y

CHIL

LE

D

1.

R-71, R-72, & R-73.

FOR LEGEND AND GENERAL NOTES SEE DRAWING

5.

70-E-501A, 70-E-502A AND 70-E-503A.

FOR CONDUIT AND WIRE SCHEDULES SEE DRAWINGS

A

TYPECONDUCTORS PER CONDUITCONDUIT

B

C

D

E

F

1

1

1

1

1

3

-

-

-

-

-

-

-

-

PHASEQTY SIZE NEUT GRD

SINGLE LINE FEEDER SCHEDULE (THIS DWG. ONLY)

FOR REFERENCE ONLY. SEE CONDUIT AND WIRE

SCHEDULE FOR COMPLETE SCHEDULE. CONDUIT

AND WIRE SCHEDULE TAKES PRECEDENCE.

-

3-12

3-10

3-6

3-750KCM

1-12

1-10

1-10

1-3

1-4

-

-

2/0

G 2 - 3-350KCM -

3-4/0 -

1

3-500KCM

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

48

48

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

I

15

MCPL

II II

K K

225L

600AF

600AT

N.O. 6A

480-120V

(3)

(3)1200/5

1A

1200AF

1000AT

SEE NOTE 2

30

SEE NOTE 2

NO SCALE

SP

AR

E

MCPL

30

MCPL 225

50

MCPL

30

MCPL 70

100L

100

100L

3A 2A 2B 2C 4A 4B

15

1234

A

A

B

A

CONCRETE PAD

56

BREAKER

CIRCUIT

TIE

BUS

(TYP)

C

A

B

D

A

B

AR

BR

DR

150

3D

400L

350

400

SP

AR

E

30

I

20

60

70VFD1

100L

70MCC7001 & 70MCC7002 FUTURE LOAD: 0A

70MCC7001 & 70MCC7002 DEMAND LOAD: 596A

70MCC7001 & 70MCC7002 CONNECTED LOAD: 884A

100L

20

MOTOR CONTROL CENTER 70MCC7001

ELEVATION - 70MCC7001

CR

NOTES:

4.

2.

MAIN CIRCUIT BREAKERS IS OPEN.

THE BUS TIE CIRCUIT BREAKER UNLESS ONE OF THE

KIRK KEY INTERLOCK SHALL PREVENT THE CLOSING OF

3.

CA

7•

70-

AH

U-01

AIR

HA

ND

LE

R

SP

AR

E

D

D

D

DB

C

70

FV

FD1

FIL

TE

R

HA

RM

ONIC

SP

AR

E

70-

B-01

BOIL

ER

AMPS

35

100L

50 70

SP

AR

E

G

70-

AD-01

AIR

DR

YE

R

C

CIRCUIT BREAKER 3C

TO SUBSTATION 70USS

100L

15

30

480V, 3 PHASE, 3 WIRE BUS AND GROUND BUS: 1200A

INTEGRATED SHORT CIRCUIT CURRENT RATING: 65,000A SYMMETRICAL

F

70-E-12

SEE DWG.

FOR CONT.

TO 70MCC7002225

E

PA

NE

L SID

P2

DIS

TRIB

UTIO

N

CABLE TAP BOX

PU

MP 70-P-12

PR

OC

ES

S

WA

TE

R

II

70-P-06

WA

TE

R

PU

MP

PRIM

AR

Y

HY

DR

ONIC

PU

MP 70-P-1 1

HY

DR

ONIC

WA

TE

R

SE

CO

ND

AR

Y

EQUIPMENT SHALL BE INSTALLED BY EBPS CONTRACTOR.

FROM YP/EBPS CONTRACT LIMITS TO APPROPRIATE

AND TESTED BY EBPS CONTRACTOR. ALL CONDUITS

BUILDING SHALL BE FURNISHED, INSTALLED, TERMINATED

ALL CABLES FROM SUBSTATION 70USS TO ENERGY

SP

AR

E

3B

SP

AR

E

3C

SP

AR

E

30

MCPL

15

MCPL

I II

5CR5CL5BR5BL5AR5AL

CIRCUIT MONITOR

METERING

AND

BREAKER

CIRCUIT

MAIN

C

AL

BL

DL

CL

(CDBS) CONTRACTOR.

BY THE CENTRIFUGE/DEWATERED BIOSOLIDS FACILITY

TEST MOTOR CONTROL CENTERS FURNISHED ON-SITE

(EBPS) CONTRACTOR SHALL UNLOAD, RIG, INSTALL AND

ENERGY BUILDING AND WASTEWATER PUMP STATION

AND INSTALLED BY OTHERS.

INDICATES EQUIPMENT FURNISHED

LEGEND

4C

* ******

225L

5D

15

MCPL

I **

LOCATED IN ENERGY BUILDING

***

*** - PROVIDE BUCKET WIRING PER TYPE 3 SPARE ON DRAWING 80-E-319

- PROVIDE BUCKET WIRING PER TYPE 2 SPARE ON DRAWING 80-E-319


1

45AT

60AF

UP

S (10

KV

A)

PO

WE

R

SU

PP

LY

UNIN

TE

RU

PT

AB

LE

B70XVFDI

480-480V

175KVA,3PH,3W 1.5KVA

15AF

30AF

30

480V

1O

1O

1 1'-8"

20"

7'6

" 3"

20"

30" 30"


12/13/2018

C73039

A


C

D

E

F

G

H

1

1

1

1

1

1

3

-

-

-

-

-

-

-

-






-

-

-

6-12

3-6

3-4

3-750KCM

1-12

1-10

1-8

1-3

1-6

2/0-

I 2 - 3-350KCM -

3-1/0 - 1-6

3-1 1-1

1

3-500KCM

70-E-12A


I

MCPL

5D

1.

5.

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

6.

B 1 1‚ -3-10 1-10

R-71A, R-72A, & R-73A.


70-E-501A, 70-E-502A AND 70-E-503A.


15

30

B

70-P-02

WA

TE

R

PU

MP

PRIM

AR

Y

CHIL

LE

D

ADD NEW STARTER BUCKET FOR 70-P-20.

49

49

30

MCPL

I I I II II

K

100L

480-120V

(3)

(3) 1200/5

1A

1200AF

1000AT

SEE NOTE 2

NO SCALE

2040

MCPL

50

MCPLMCPLMCPL

2C2A3A4C5AL

SP

AR

E

SP

AR

E

SP

AR

E

2B

SP

AR

E

50

3

MCPL

4B

15

MCPL

4A

150L 100L

3C

400L

300

400

II


70-E-1 1

SEE DWG.

FOR CONT.

TO 70MCC7001





50

70VFD2

60

7

2SP-2W

C

SP

AR

E

E

E

E

175KVA,3PH,3W

480-480V

70XVFD2

150

E

70

FV

FD2

FIL

TE

R

HA

RM

ONIC

III

D

AMPS

35

C

100L

50

70-

B-02

BOIL

ER

G

C

30KVA, 3PH, 4W

480-208/120V

70XIP1

70IP

1

INS

TR

UM

EN

T

PA

NE

L

70-

AD-02

AIR

DR

YE

R

70-

AH

U-02

AIR

HA

ND

LE

R

100L

15

CIRCUIT BREADER 5C

TO SUBSTATION 70USS

6543

A A

CONCRETE PAD

21

(TYP)

D

A

B

C

A

B

A

B

C C



2

30 6P

A

100

H

F

150

PA

NE

L 70

DP2

DIS

TRIB

UTIO

N

PU

MP 70-P-13

PR

OC

ES

S

WA

TE

R

PU

MP 70-P-10

HY

DR

ONIC

WA

TE

R

SE

CO

ND

AR

Y

70-P-07

WA

TE

R

PU

MP

PRIM

AR

Y

HY

RD

RO

NIC

NOTES:

4.

2.

3.

METERING

AND

BREAKER

CIRCUIT

MAIN

5BL 5BR 5CL

SP

AR

E

5CR

100L

15

CIRCUIT MONITOR

100

600AF

600AT

N.C. 6A

I

BREAKER

CIRCUIT

TIE

BUS

* * *

100L

5AR

30

SP

AR

E

3B

50




1

45AT

60AF

15AF

30AF

30

480V

1O

1.5KVA

1O

1 1'-8"

20"

7'6

" 3"

20"

30" 30"









(CDBS) CONTRACTOR.





70-E-501, 70-E-502 AND 70-E-503.


30

MCPL

5D

II

B

15

30

70-P-20

WA

TE

R

PU

MP

PRIM

AR

Y

CHIL

LE

D

SEE NOTE 6

SEE NOTE 6

1.

5.

15

30

B

70-P-02

WA

TE

R

PU

MP

PRIM

AR

Y

CHIL

LE

D

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

A


B

C

D

F

G

H

1

1

1

1

1

1

2

-

-

-

-

-

-



-

-

-

6-12

3-6

3-4

3-750KCM

1-12

1-10

1-8

1-6

-

- 2/0

I 3 - 3-350KCM -

3-8 1-10

3-1 1-1

1


70-E-13A

E 1 2• - 1-43-3/0

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING




1.

5.

6. EPLACE VFD/ENCLOSURE WITH NEW.R

1.1.1.

SEE NOTE 6

70VFD3

E

E

R-71A, R-72A, & R-73A.


5.

70-E-501A, 70-E-502A, AND 70-E-503A.


200

75

70-P-04

WA

TE

R

PU

MP

SE

CO

ND

AR

Y

CHIL

LE

D

15

30

B

70-P-03

WA

TE

R

PU

MP

PRIM

AR

Y

CHIL

LE

D

B 11111111 1‚ 3-10 - 1-10B

50

50

I

15

MCPL

I I

K

K

100L

600AF

600AT

N.O. 6A

480-120V

(3)

(3)1200/5

1A

1200AF

1000AT

SEE NOTE 2

SEE NOTE 2

NO SCALE

SP

AR

E

SP

AR

E

MCPL

30

MCPL MCPL MCPL MCPL MCPL

15

MCPL

100L 100L 100L

70

3A 3B 2A 2B 2C 3D 4B 4C 3C

50

20

60

30

MCPL

30

II

SP

AR

E

4A

225L

175


50

II

SP

AR

E



30KVA, 3PH, 4W

480-208/120V

70XRP1

50


C

2SP-2W

E

93KVA,3PH,3W

480-480V

70XVFD3

70-

AH

U-03

AIR

HA

ND

LE

R

70

FV

FD3

FIL

TE

R

HA

RM

ONIC

III

40

D

III

AMPS

35

D

25

70-

AC-01

AIR

CO

MP

RE

SS

OR

C

G

70

RP1

RE

CE

PT

AC

LE

PA

NE

L

50

DWG. 70-E-14

FOR CONT. SEE

TO 70MCC7004

SP

AR

E

6234

A

A

B

A

CONCRETE PAD

51

BREAKER

CIRCUIT

TIE

BUS

(TYP)

C

A

C

A

AR

BR

D

CR

C

B

B

CIRCUIT BREAKER 2C

TO SUBSTATION 70USS



5

30 6P

A

H

50

II

100 100

D

70-P-08

WA

TE

R

PU

MP

PRIM

AR

Y

HY

DR

ONIC

PU

MP 70-P-14

PR

OC

ES

S

WA

TE

R

(FU

TU

RE)

70-

B-03

BOIL

ER

NOTES:

4.

2.

3.

METERING

AND

BREAKER

CIRCUIT

MAIN

AL

BL

CL

CIRCUIT MONITOR

5BL 5BR 5AL 5AR

100L

15

SP

AR

E

5CL

100L

40

5CR

SP

AR

E

I

5D

7

MCPL

100 100


*********


***




45AT

60AF

SP

AR

E

II

SP

AR

E

1 1'-8"

20"

7'6

" 3"

20"

30" 30"









(CDBS) CONTRACTOR.





ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

A


B

C

D

F

1

1

1

1

3

-

-

-

-

-

-






-

-

3-12

3-6

3-4

3-750KCM

1-12

1-10

1-8

1-6

- 2/0

G 2 - 3-350KCM -

H 1 - - 1-103-8

3-1/0 2-1/0

1

70-E-14A


E 1 2• 3-3/0 - 1-4

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

6. EPLACE VFD/ENCLOSURE WITH NEW.R

1.

70VFD4

E

ESEE NOTE 6

5.

R-71A, R-72A, & R-73A.


70-E-501A, 70-E-502A AND 70-E-503A.


PU

MP 70-P-05

CHIL

LE

D

WA

TE

R

SE

CO

ND

AR

Y

75

200

51

51

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

15

MCPL

5

I II I II I

K

480-120V

(3)

(3) 1200/5

1A

1200AF

1000AT

SEE NOTE 2

30

NO SCALE

2025

MCPLMCPL

15

MCPLMCPL

30

MCPL

4A2B2A3C 3D

SP

AR

E

SP

AR

E


2C

SP

AR

E

15

MCPL10060

150L 100L 50100L

70

100L

II

60

40

100L

4D

225L

175150

SP

AR

E


SP

AR

E


AB

40

III

C C

SP

AR

E

70-

AC-02

AIR

CO

MP

RE

SS

OR

70-

AH

U-4

AIR

HA

ND

LE

R

E

93KVA,3PH,3W

480-480V

70XVFD4

70

FV

FD4

FIL

TE

R

HA

RM

ONIC

70

DP1

DIS

TRIB

UTIO

N

E

100L

50

70

LP1

LIG

HTIN

G

PA

NE

L

30KVA, 3PH, 4W

480-208/120V

70XLP1

D

G

DWG. 70-E-13

FOR CONT.SEE

TO 70MCC7003

1543

AR

A

BR

A

CONCRETE PAD

26

(TYP)

CR

DR

A

B

D

A

B

C D

C C

CIRCUIT BREAKER 6C

TO SUBSTATION 70USS



SP

AR

E

3A

40

100L

MCPL

I

100 100

F

A

B

PU

MP 70-P-15

PR

OC

ES

S

WA

TE

R

(FU

TU

RE)

70-P-09

WA

TE

R

PU

MP

PRIM

AR

Y

HY

DR

ONIC

NOTES:

4.

2.

3.

METERING

AND

BREAKER

CIRCUIT

MAIN

AL

BL

CL

DL

SP

AR

E

SP

AR

E

3B

MCPL

I

30

5CL 5AL 5AR 5BR 5CR 4C

SP

AR

E

5DR

100L

15

5DL

CIRCUIT MONITOR

B




15

100 100

600AF

600AT

N.C. 6A

BREAKER

CIRCUIT

TIE

BUS

** *** ** ** *

5BL

100L

50

4B

***




SP

AR

E

SP

AR

E

1 1'-8"

20"

7'6

" 3"

20"

30" 30"









(CDBS) CONTRACTOR.





A


B

C

D

F

1

1

1

1

3

-

-

-

-

-

-






-

-

3-12

3-6

3-4

3-750KCM

1-12

1-10

1-8

1-6

- 2/0

G 2 - 3-350KCM -

H 1 - - 1-103-8

3-1/0 2-1/0

1

51

51

12/13/2018

C73039

A

1

2

3

B C

1

2

3

MATCH LINE A-A (FOR CONTINUATION SEE DWG. 70-E-103)

NOTES:

3.

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

40

INDICATES EQUIPMENT FURNSHED BY OTHERS.

LEGEND

CHILLER MODULE.

AT 450 AMP DUAL ELEMENT FOR EACH AIR COOLED

PROVIDE 600 AMP WEATHERPROOF DISCONNECT FUSED

1

3 2

NO SCALE

SECTION

3 2

E

2

2

E

3 3

E E

3

70-E-102

PAGE / PARTY

70USS-S2

70USS-C2

SUBSTATION SIUSSA)

(INSTALL CABLES TO

SUBSTATION SIUSSA)

(INSTALL CABLES TO

FIRE

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

70-E-102A

APPLICATION CONTROLLER

CHILLED WATER SYSTEM CUSTOM

NEW

DEMO

EXISTING

NEW

DEMO

EXISTING

NEW

DEMO

EXISTING

NEW

DEMO

EXISTING

SHEET 1GROUND FLOOR POWER PLAN (DEMO)4.

5.

6.

TO NEW CHILLERS. SEE DRAWING 70-E-102B.

REMOVE CONDUCTORS. SAWCUT CONDUITS FOR EXTENSION

CONDUITS PRIOR TO SLAB DEMO.

FIELD LOCATE AND PROTECT ALL BELOW SLAB

YARD PAD TO BE DEMOLISHED PER CIVIL SHEETS.

YARD AREA (SEE NOTE 5)

1" C., 12 NO. 14 TO

1" C., 12 NO. 14 TO

1" C., 12 NO. 14 TO

70MCC7001

70MCC7002

70MCC7004

FOR

FOR

FOR 70-P-3

70-P-2

70-P-1

1" C., 3 NO. 10 TO 70IP1, CKT 2

SEE NOTE 6

SEE NOTE 4 (TYP OF 14)

1.

2.

70VFD3

R-72A & R-73A.

FOR LEGEND AND GENERAL NOTES SEE DRAWINGS R-71A,

70-E-501A THRU 70-E-503A.


7

7

7. PROTECT DUCT BANK IN PLACE.

REPLACE VFD/ENCLOSURE. SEE DRAWING 70-E-102C.

52

52

40

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxx

xxxx

x

KEY PLAN

PT

A

ENERGY BUILDING - ELECTRIC ROOM

PB PB PBPB

70FVFD4

J J J

HOCHOCHOC

J J

S/LOS/LO

J

FJ

J

WP

J

FJ

J

WP

70VFD2

70MCC7001

70MCC7003

70MCC7004

70VFD1

70-P-03 70-P-02 70-P-01

WPWP WPWPWP

70-P-0470-P-05

ON ROOFUP TO 70-AHU-03

3/4"C., 3 NO. 10 & 1 NO. 10 GND.

70-WC-02A70-WC-02B

70-WC-01B70-WC-01A

70MCC7003-2

ROOM

ELECTRICAL

SEE NOTE 3

CHILLER YARD

3/4"C., 2 NO. 10 & 1 NO. 10 GND.

75

UPS

70IP1-9, 1 1

70PCM01 70PCM02

SEE DWG. 70-E-150

FOR CONTINUATION

1

70-E-102

EBPS YP

5'-0"

Y.P. CONTRACTOR

INSTALLED BY

DUCT BANK

CONDUIT TO

TRANSFORMER

UPS ISOLATION

UPS BATTERY RACK

KCM & 1 NO. 1

2-3"C., 3 NO. 250

FJWP

J FWP

SEE NOTE 3

KCM & 1 NO. 1

2-3"C., 3 NO. 250

1

1"C., 4 NO. 10 & 1 NO. 10 GND.

70RP1-13

70RP1-3

1"C., 4 NO. 10 & 1 NO. 10 GND.

70USS-5A

70USS-5B

70USS-6A

70USS-6B

70VFD4

70MCC7003-3

70MCC7001-3

70MCC7002-1

ASEE DWG. 70-E-150

CONTINUATION

TO 70USS FOR

SEE DWG. 70-E-150A

CONTINUATION

TO 70USS FOR

70IP1

70VFD3

70USS-7A

70USS-7B

70USS-8B

70USS-8A

70MCC7002

70MCC7004-6D

70MCC7004-6E

70MCC7003-10D

70MCC7003-10E

J

70S-08

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

53

53

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

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

PLAN

YARD

CHILLER

ROOM

ELECTRICAL

ROOM

PUMP

ROOM

BOILER

HOUSEKEEPING PAD

70-E-102B

BACKFLOW PREVENTER

REDUCED PRESSURE

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

C

C

C

C

C

C

C

C

1

2

3

1

4

3

2

4

J-BOX DETAIL (TYP)

ELECTRICAL PLAN - PART 1HVAC GROUND FLOOR

5

6

7

7

7

7

C

C

C

C

C

C

BOND TO NEW PAD REBAR.

LOCATE AND EXTEND EXISTING 4/0 BARE COPPER TO CHILLER SKIDS.

SEE 70-E-150A FOR HOMERUN PANEL LOCATIONS.

FOR CONDUIT AND WIRE SCHEDULES SEE DRAWINGS 70-E-501A THROUGH 70-E-503A.

FOR LEGEND AND GENERAL NOTES SEE DRAWINGS R-71A, R-72A, AND R-73A.

CHILLED WATER SYSTEM CUSTOM APPLICATION CONTROLLER.

COORDINATE STUB UP LOCATIONS WITH APPROVED EQUIPMENT SUBMITTALS.

STUB AND CAP 6 FEET EAST OF PAD BELOW GRADE.

INTERCEPT AND EXTEND EXISTING CONDUITS (TYP). SEE 70-E-102A.

NOTES:

8

9

G

G

G

GG

8

C

C

9

PLAN 70-E-140A

SEE EXISTING GROUNDING

C

C

BARE COPPER GROUND CABLE

EXISTING 500 KCMIL

M

39

J J

41

39

J J

41

35

J J

37

70-WC-02 LCP370-WC-01 LCP1 70-WC-03 LCP9

J

70USS-6B

70USS-6A

70USS-5B

70USS-5A

70USS-7B

70USS-7A

70USS-8B

70USS-8A

TYP

1"C-(2)#10 & (1)#10G (TYP)

FOR THIS AREA

SEE 70-E-102C

CAC-3

70RP1-1,3,9

1"C-(6)#10 & (1)#10G

(SEE 70-E-150A)

70S-06

70IP1-39,41

1"C-(4)#10 & (1)#10G

70RP1-35,37,39,41

1"C-(8)#10 & (1)#10G

SEE J-BOX DETAIL (TYP)

JJ

NO SCALE

MV

XX

TIT FIT

XX

XX - 120VAC CKT NO.

120VAC

1"C-(4)#10 & (1)#10GND

EXISTING

NEW

1•"C-4#16 STP & (2)#14

24VDC

MS

MS

70MV2300 70FIT2300

70TIT2301

70MJ2400

70MV2500

ISOLATION VALVE

70FIT2401

70TIT2401

70TIT2501

TRANSMITTER

TEMPERATURE

70FIT2500

FLOWMETER

70WC03)

70RPI (70WC01 &

70IP1 (70WC02)

12/13/2018

C73039

54

54

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

4

4

70-E-102C

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

ROOMPUMP

ROOMBOILER

PLAN

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

EXISTING

NEW

ANCILLARY EQUIPMENT AREAELECTRICAL POWER PLAN - CHILLER

NOTES:

1

2 REPLACE EXISTING VFD/ENCLOSURE WITH NEW VFD/ENCLOSURE.

SEE 70-E-102D FOR ELEVATION PLAN.

3 UTILIZE EXISTING SHOWER FLOW SWITCH ALARM CIRCUIT.

SEE 70-E-150A FOR HOME RUN PANEL LOCATIONS.4

5 3/4"C - CAT6 CABLE TO 70PCM01.

ROOMELECTRICAL

YARDCHILLER

1

POT FEEDER

CHEMICAL

SHEET 70-E-102BMATCHLINE - SEE

C

70-E-102D

70-P-20

C C

70-P-03

C

70-P-02

C

70-P-01

J

FS

HOC

J

HOC

FS

JHOC

FS

HOC

FS

J

LOS

FS

FS

3

70MCC7002-11

70MCC7001-370MCC7002-1

70MCC7003-3

LOS

FS

J

70S-03

70MCC7003-10E 70MCC7003-10D

70VFD3C

70MCC7004-6E

70MCC7004-6D

70C-02 70IP1-12,14

CAC-3C

70S-05

70C-04

70C-05

70C-06

70C-07

70C-08

70C-09

70C-10

(SEE 70-E-102A)

70S-04

70C-03

70VFD4C

J

70S-01

70S-02

70IP1-11

70MCC7003-10E

70MCC7002

70MCC7002-11

70C-01

70FIT-2201

J

70S-07

C

C

(20)#14

(16)#14

(12)#14 (8)#14 (4)#14 (TYP TO FS)

2

4

4

2

70-TIT-2202

70DPIT-2201

J

5

70S-08

5

C

70-P-05

C

70-P-04

-2201

70-TT

12/13/2018

C73039

55

55

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

70-E-102D

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

1SECTION

YARD

CHILLER

SW (TYP)

SAFETY

NF

C

70-P-05

&

70-P-04

FOR

(TYP)

LOS

J

70S-02

J

}TO CAC-3

70C-01

J

FS

3

70-E-102C

JJJ

SW (TYP)

SAFETY

NF

C

70-P-20

THROUGH

70-P-01

FOR

(TYP)

HOA

C

(TYP)

FLOW SWITCH

C

NEW LOCATION

ENCLOSURE

STROBE NOTIFICATION

C

(TYP OF 2)

BEACONC

EXISTING LOCATION

ENCLOSURE

STROBE NOTIFICATION

C

ELECTRICAL SECTION

1

1

2

C

60A

70S-01

EXISTING

NEW

NOTES:

RELOCATE ENCLOSURE & INTERCEPT, RE=ALIGN CONDUITS.

FROM FENCE MOUNT PAGING JUNCTION BOX.

RE-USE EXISTING SHOWER FLOW SWITCH CIRCUIT

FOR NEW SHOWER FLOW SWITCH.

RELOCATE

J

70S-07

70IP1-1170-DPT-2201

70-FIT-2201

70-TT-2201

70-TIT-2202

1

2

3

c

c c

ccc

P P P P

P

P PP P

PPP

12/13/2018

C73039

A

1

2

3

B C

1

2

3

MATCH LINE A-A (FOR CONTINUATION SEE DWG. 70-E-1 1 3)

NOTES:

2. FOR LIGHTING FIXTURE SCHEDULE SEE DWG. 70-E-521.

INDICATES EQUIPMENT FURNSHED BY OTHERS.

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

40

LEGEND

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

70-E-112A

SHEET 1GROUND FLOOR LIGHTING PLAN

DEMO

EXISTING

DEMO

EXISTING

DEMO

EXISTING

DEMO

EXISTING

1.

3. ALVAGE LIGHT FIXTURES TO CITY.S

R-72A & R-73A.


33

56

56

40

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxx

xxxx

x

KEY PLAN

PT

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

PB PB PBPB

70FVFD4

3

a

5

b

3

a

5

b

3

a

5

b

3 5

ba

3

a

5

b5 b

4

3 3

H5

E1

2

35

S S3b

2/7.2

3

4

c

4

c

H5

935

4/3213

70LP1-4

S3a S3b

70LP1 5

CPT

e

J

J

J

4 c 4 c 4

G

G

G

G

22/3.6

E3

G

G

C

4 C1

C

6 C2

70LP1-11

G

70LP1-16

G

70LP1-10,14

CS

TO "C1"

F8

CONTACTOR "C2"

LIGHTING

CONTACTOR "CI"

LIGHTING

G

G

G

ELECTRICAL ROOM

CHILLER YARD

A.F.F. (TYP.)

MTD. 10'-0"

G

G

G

C

C3

3

G

70LP1-15

TO 70PCM01

3/4"C., 4 NO. 14

1 NO. 8 GND.

1"C., 3 NO. 8 &

70-E-316

SEE WIRING DIAGRAM DRAWING

SITE LIGHTING CONTACTOR C3

PROVIDE CONTROL PANEL FOR

1 NO. 8 GND.

1"C., 3 NO. 8 &

70DP2

CONTRACTOR

AND SEALED FOR EXTENSION BY FG

CONTRACTOR FOR SITE LIGHTING, CAPPED

2"C., EMPTY WITH PULL LINE BY EBPS

10'-

0"

J

J

c

4

c

G

4

c

G

4 c G

4 c

J

G

MTD. 10'-0" A.F.F. (TYP. FOR 9)

G

G

5 b

3 a

G

G

70PCM02

S3a

70LP1-3, 5

G

G

G

JG

70PCM01

12/13/2018

C73039

A

1

2

3

B C

1

2

3

MATCH LINE A-A (FOR CONTINUATION SEE DWG. 70-E-123)

NOTES:

2.

D-701 THRU D-709 AND ARCHITECTURAL DRAWINGS.

FOR DEVICE MOUNTING HEIGHTS AND DETAILS SEE DRAWINGS

3.

CONTROL PANEL

FIRE ALARM G

70RP1-14

G

70RP1-23

CONTROL PANEL

AIR COMPRESSOR

F

5.

COMNET PROVIDER.

TESTING SHALL BE FURNISHED AND INSTALLED BY THE

ALL DEVICES, CONTROL PANELS, WIRING, TERMINATIONS AND

SYSTEM. PULL LINES SHALL BE INSTALLED IN ALL CONDUITS.

BOXES AS REQUIRED TO INTERCONNECT EACH INDIVIDUAL

BOXES, PULL BOXES, JUNCTION BOXES AND DEVICE BACK

SHALL FURNISH AND INSTALL ALL CONDUITS, TERMINAL

ENERGY BUILDING/PUMP STATION (EBPS) CONTRACTOR

CCTV, PAGE/PARTY AND CARD ACCESS SYSTEMS. THE

DEVICES AND EQUIPMENT FOR THE FIRE ALARM, DATA,

SYSTEM DRAWINGS INDICATE LOCATIONS OF SYSTEM

FURNISHED AND INSTALLED BY SAN DIEGO DATA PROCESSING.

PANELS, WIRING, TERMINATIONS AND TESTING SHALL BE

SHALL BE INSTALLED IN ALL CONDUITS. ALL DEVICES, CONTROL

REQUIRED TO INTERCONNECT TELEPHONE SYSTEM. PULL LINES

BOXES, JUNCTION BOXES AND DEVICE BACK BOXES AS

FURNISH AND INSTALL ALL CONDUITS, TERMINAL BOXES, PULL

THE ENERGY BUILDING/PUMP STATION CONTRACTOR SHALL

DEVICES AND EQUIPMENT FOR THE TELEPHONE SYSTEM.

SYSTEM DRAWINGS INDICATE LOCATIONS OF TELEPHONE4.

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

40

CCTV SYSTEM

PULL BOX FOR

DATA/TELEPHONE SYSTEM

PULL BOX FOR

LEGEND

INDICATES EQUIPMENT FURNSHED BY OTHERS.CONTROL PANEL

CLEAN AGENT

LEXAN GLOBE.

CATALOG NO. 400ST-350-400HMK WITH RED

SHALL BE EQUAL TO FEDERAL SIGNAL CORP.

(HORN AND LIGHT ARE INDIVIDUALLY WIRED)

METHANE (M) WARNING HORN AND LIGHT UNITS

PULL BOX

CARD ACCESS

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

70-E-122A

CC TV SYSTEM- 70-CC-1

ACCESS CONTROL SYSTEM- 1-70-AC-2

FIRE ALARM SYSTEM- 1.70-F-2

PAGE/PARTY SYSTEM- 70-E-122

FOLLOWING REFERENCED SYSTEM AS-BUILT SHOP DRAWINGS:

6. FOR DETAILED SYSTEM AS-BUILT INFORMATION SEE THE

NEW

DEMO

EXISTING

NEW

DEMO

EXISTING

NEW

DEMO

EXISTING

NEW

DEMO

EXISTING

7.

TO BUILDING WALL.

ENCE TO BE DEMOLISHED. RELOCATE SYSTEMSF

1.

I

w

PAGE/PARTY SYSTEM

PULL BOX FOR

SHEET 1GROUND FLOOR SYSTEMS PLAN

R-72A & R-73A.


SEE NOTE 7SEE NOTE 8

8. REMOVE CONDUITS TO BELOW GRADE.

57

57

40

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxx

xxxx

x

KEY PLAN

PT

PB PB PBPB

70FVFD4

DSCR

WP

Iw

WP

WP

CRDS

F

F

D

I

W

D

WP

I

w

F

DD

RIPS

w

IWP

F WP

D

WP

2 2

G

G

2

6

70RP1

28

28

28

28

G

G

G

28

6

10

70RP1-15

G

70RP1-11

ROOM

ELECTRICAL

YARD

CHILLER

PULL LINE

3" C., EMPTY WITH

70-AHU-03

SMOKE DETECTOR

DUCT MTD.

70MCC7001

70PCM01

FACP60A

60A

TC

G

JG

G

I

w

1" C., 3 NO. 4 & 1 NO. 8 TO 70DP1-1

M

M J

2100B

70AAH

2100B

70ALHSEE NOTE 5

2100A

70AAH

2100A

70ALHSEE NOTE 5

3/4"C., 4 NO. 12

70MCC7001-7

2100A

70AE

70-AC-2100.LCP

SEE DWG. 70-E-123

3/4"C., 1-3/C NO. 16 SHLD TO

J

M

2100E

70AAH

2100E

70ALH

SEE NOTE 5

3/4"C., 4 NO. 12

TC

70RP1-2

70TC3

70TC1

J

CCC

70RP1-20

MTD. 12'-0" A.F.F.

CAMERA NO. 62

UPS

70BCU-1

3/4"C., 6 NO. 14

1 1/4"C., EMPTY

J

G

FOR DOOR HARDWARE (TYP.)

120/24 VOLT TRANSFORMER

JG

70RP1-15

G

70RP1-15

PARTY

PAGE

G

70RP1-4,6,32

G

G

3/4"C., 4 NO. 12 TO

70-AC-2100.LCP

SEE DWG. 70-E-123

70PCM02

TRANSFORMER

UPS ISOLATION

RACK

UPS BATTERY

70IP1 (8)

J

TS

LOCATION SEE DWG. 70-P-1

INDICATOR VALVE FOR EXACT

TAMPER SWITCH ON POST

1"C., WITH PULL LINE

TO FIRE ALARM PANEL

1"C., WITH PULL LINE

TS PS

CE

CE

CE

SEE DRAWING 70-P-1

FOR EXACT LOCATION

BACKFLOW PREVENTER

TAMPER SWITCHES ON

TS TS

C.W.S.

3/4"C., 3 NO. 10

CAP CONDUITS

DOOR 70-107

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

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PL

AN

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NO

RT

H

TR

UE

NO

RT

H

40

A B C

1

3

2

3

2

1

4

5

4

5

LEGEND:

INDICATES EQUIPMENT FURNISHED BY OTHERS.

2. FOR LIGHTNING PROTECTION PLAN SEE DRAWING 70-E-145

GAS/WATER METERING GROUNDING PLAN

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

70-E-140A

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

GROUNDING PLAN

EMOVE BOND (TYP) FOR ENCLOSURES TO BE DEMOLISHEDR

BOND TO NEW CHILLER LOCATIONS (TYP)

BOND TO NEW PAD REBAR (TYP)

R-72A & R-73A.


1.

1.

1.

SEE 70-E-102B

DEMO

EXISTING

DEMO

EXISTING

58

58

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxx

xxxx

x

40

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxx

xxxx

x

KEY PLAN

PT

G

G

G

G

G

G

E-301(TYP.) SEE DETAIL

3/4" x 10'-0" LONG ROD

G

G

G

G

G

G

G

G

G G

G

G

G

G

G

E-302

GGG

G

G

G

G

G

G

G

G

GROUNDING LOOP

CONNECT TO SUBSTATION

PROVIDED UNDER "YP" CONTRACT

SUBSTATION GROUNDING LOOP

GROUNDING LOOP

CONNECT TO SUBSTATION

D-702

D-702

FOR CONTINUATION.

REFER TO DRAWING 70-E-151

ELECTRICAL ROOM GROUNDING

G

G G G G

G

G

G

GG

G

G

G

G

GG G

G

G

G

METAL ENCLOSURE (TYP.)

BOND TO COLOR COATED

G

BOND TO CHILLER (TYP.)

G

G

G

GROUND LOOP (TYP.)

500 KCM BARE COPPER

G GGGROUNDING CABLE (TYP.)

500 KCM BARE COPPER

WALL (TYP.)

STEEL IN FOUNDATION

CONCRETE REINFORCING

EXOTHERMIC WELD TO

G G G GGG

BRACKET (TYP. FOR 3)

PROVIDE PIPE STRAP GROUNDING

PIPES

ENCLOSURE (TYP.)

CORR. METAL STAIR

BOND TO COLOR COATED

G

GSEE DWG. 94-E-160

GROUND WIRE TO BUILDING 94

500 KCM BARE COPPER

G

70USS

G

SEE DWG. 94-E-160

GROUND WIRE TO BUILDING 94

500 KCM BARE COPPER

G WELD.

CONNECT BY EXOTHERMIC

APPROXIMATELY 150'.

FENCE GROUND LOOP

NO. 4/0 EXTEND TO SITE

CHILLER

CHILLER

CHILLER YARD

ELECTRICAL ROOM

PUMP ROOM

BOILER ROOM

G

LOCATIONS.

PROVIDE PVC GUARD (TYP FOR 7

AWNING - SECURE EVERY 3'-0".

CONDUCTOR UP TO AND BOND TO

NO. 2 BARE COPPER GROUNDING

EVERY 3'-0"

AWNING PROVIDE PVC GUARD

CONDUCTOR UP TO AND BOND TO

NO. 2 BARE COPPER GROUNDING

G

G

G

A B C

1

3

2

3

2

1

4

5

4

5

GROUND CABLE (TYP.)

4/0 BARE COPPER

GROUND CABLE (TYP.)

4/0 BARE COPPER

GROUNDING BRACKET (TYP.)

PROVIDE PIPE STRAP

MECHANICAL LOUVER

1" PVC CONDUIT 1 NO. 2 TO

DRAWING 70-E-145 (TYP.)

FOR CONTINUATION SEE

PROTECTION SYSTEM.

UP TO LIGHTNING

(TYP. FOR 4)

BY EXOTHERMIC WELD

ROOF FRAMING. CONNECTION

1" PVC CONDUIT 1 NO. 2 TO

(TYP.)

STEEL IN FLOOR SLAB


EXOTHERMIC WELD TO

PIPES

SEE DETAIL

WELL (TYP.)

GROUND TEST

B

C

1

GROUND CABLE (TYP.)

500KCM BARE COPPER

(TYP.)

GAS PIPING GROUNDING

GROUND CABLE FOR

NO. 4/0 BARE COPPER

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

G

STEEL (TYP.)


EXOTHERMIC WELD TO

EQUIPMENT PAD

GAS METERING

EQUIPMENT PAD

WATER METERING

GROUNDING (TYP.)

FOR WATER PIPING

COPPER GROUND CABLE

NO. 4/0 BARE

CONNECTION BY EXOTHERMIC WELD

TO BUILDING 70 GROUND LOOP.

BUILDING 70

SEE DETAIL

GROUNDING (TYP.)

FOR FENCE & GATE

E-305

D-702

(TYP.)

GROUNDING BRACKET

PROVIDE PIPE STRAP

BA

PB PB PBPB

70FVFD4

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

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OLIN

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UP

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1

4

NO SCALE

SECTION70-E-150

2NO SCALE

SECTION70-E-150

3

4

NO SCALE

SECTION 4NO SCALE

SECTION

4

70-E-150 70-E-150

5NO SCALE

SECTION

E

4 3

4 2

3 2

2 2

E

70-E-150

PAGE/PARTY

FIRE

FIRE

4 4 4 4 4

4 4 4 4 4 4

NOTES:

2.

3.

4.

E

LEGEND:

INDICATES EQUIPMENT FURNISHED BY OTHERS.

70USS-6A

70USS-6B

70USS-8A

70USS-8B

70USS-2A

70USS-2B

70USS-4A

70USS-4B

70USS-1A

70USS-1B

70USS-3A

70USS-3B

70USS-5A

70USS-5B

70USS-4C70USS-2C

70USS-1C 70USS-3C

70USS-7A

70USS-7B

4 4

4 4

4 4

PL

AN

T

NO

RT

H

TR

UE

NO

RT

H

40

70USS-C1

70USS-S1

6.

BUILDING.

SUBSTATION 70USS TO ELECTRICAL ROOM IN ENERGY

AND TEST ALL PAGE/PARTY AND FIRE ALARM CABLES FROM

COMNET CONTRACTOR SHALL FURNISH, INSTALL, TERMINATE

BUILDING.

SUBSTATION 70USS TO ELECTRICAL ROOM IN ENERGY

TEST ALL POWER, CONTROL AND SIGNAL CABLES FROM

EBPS CONTRACTOR SHALL FURNISH, INSTALL, TERMINATE AND

DESCRIBED IN SECTION 01010.

COMMISION SUBSTATION 70USS WITHIN THE TIME PERIODS

THIS CONTRACT TO INSTALL DUCTBANK, CABLES AND

ROOM. EBPS CONTRACTOR SHALL COMPLETE WORK UNDER

FROM LIMIT OF CONTRACT TO ENERGY BUILDING ELECTRICAL

AS INDICATED. EBPS CONTRACTOR SHALL EXTEND CONDUITS

CONDUITS FROM SUBSTATION 70USS TO LIMIT OF CONTRACT

CONTRACTOR. YP CONTRACTOR SHALL INSTALL ALL

EBPS CONTRACTOR SHALL COORDINATE HIS WORK WITH YP

FLOOR.

HOUSEKEEPING CURBS SHALL BE 3 INCHES ABOVE FINISHED

FURNISH CONCRETE HOUSEKEEPING CURBS FOR PCM'S.

FIRE ALARM SYSTEM- 1.70-F-4

FOLLOWING REFERENCED SYSTEM AS-BUILT SHOP DRAWINGS:

7. FOR DETAILED SYSTEM AS-BUILT INFORMATION SEE THE

70-E-150A

SCALE: 1/4"=1'-0" SHEET 1ELECTRICAL ROOM PLAN

EE NOTE 9S

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

1.

5.

8.

9. RELABEL BREAKERS PER SINGLE LINE DIAGRAM.

70-E-102 FOR CONTINUATION

70-WC-02 SEE DWG.

TO CHILLER 70-WC-01 &


STUB OUT SEE DWG.

TO CHILLER 70-WC-03 &

SEE NOTE 8

R-72A & R-73A.


70-E-501A THRU 70-E-503A.


FOR THIS AREA

SEE 70-E-102C

1 1

1 1

10

ADD MOTOR STARTER PER SINGLE LINE DIAGRAM.10.

1 1. ADD BREAKERS PER PANEL SCHEDULES.

FOR APPROVAL.

CHILLERS AND POWER SUPPLY ARRANGEMENTS

POWER REQUIREMENTS OF THE TEMPORARY

CHILLER SKID. THE CONTRACTOR SHALL SUBMIT

TEMPORARY PORTABLE CABLES TO TEMPORARY

59

59

40

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxx

xxxx

x

KEY PLAN

PT

PB PB PBPB

70FVFD4

BA

4

70-E-150

2

70-E-150

1

70-E-150

3

70-E-150

5

70-E-150

CE

CE

CE

CE

CE

CE

CE

CE

CE

CE

1

A

CABLE VAULT BELOW

2

3'-0"

70VFD1

70VFD2

70VFD3

70XVFD1

70XVFD2

70XVFD3

70XVFD4

70MCC7001

70MCC7003

70MCC7004

70XRP1

70DP1

70DP2

70FVFD2

70FVFD3

70XLP1

70LP1

70FVFD1

70XIP1

UPS BATTERY RACK

6" A.F.F. AND CAP

EMPTY STUB UP

70MCC7003-1B

TOP OF CONCRETE EL. 412.50

E 3092.51

N 5381.63

CENTER COORDINATES:

N 5372.0418, 3104.8890

DUCT BANK COORDINATE:

N 5376.2500, 3104.8890


N 5384.7500, 3104.8890


N 5391.0418, 3104.8890


N 5399.2563, 3104.8890


BANKS EL. 407.50

TOP OF DUCT

70MCC7003-1A70MCC7001-1B

70MCC7001-1A


70-WC-01B SEE DWG.

TO CHILLER 70-WC-01A &

CONTROL PANEL

FIRE ALARMBOX

SYSTEM PULL

PAGE/PARTY

ELECTRICAL ROOM

YP EBPS

YP EBPS

70USS-C1

70USS-S1

70PCM02

2" C., FOR PAGE / PARTY

SEE DWG. 70-E-102

FOR CONTINUATION

6" AFF. AND CAP

EMPTY STUB UP

1 1/2" C., FOR FIRE ALARM

NO. 16 SHLD.

1 1/2"C., 2-2/C

UPS

TRANSFORMER

UPS ISOLATION

F

I

O

F

F

PE

PE

W

70LP1

70MCC700170IPI

70XLP1

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

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M

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UP

GR

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SHEET OF 70 SHEETS

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1886444-6280407

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No. E11023

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NOTES:

70-E-311A

SHEET 1WIRING DIAGRAMS

NEW

EXISTING

NEW

EXISTING

1.

R-72A & R-73A.


60

60

ALL COMPONENTS LOCATED AT MCC UNLESS OTHERWISE NOTED

1 LOCATED AT MOTOR CONTROL CENTER

3

4A

5

LOCATED AT OR NEAR DRIVEN EQUIPMENT

LOCATED AT OR NEAR PUMP

LOCATED AT 70PCM01

M

H C

G

M

R13

7

R

M

7

2

OFF

OFF

1

2

120 V.A.C.

8

9

CPT

70MCC7001 480 V.A.C.

R1

4

5

4

70RS

70HS6

M

70MS

7,1 1,12

0X0

00X

X00

00X

3 OL'S

R

7SPARE

SPARE

SPARE

7

10

1 1

12

RUN

RUN

STOP


LOCATED AT HOT WATER BOILER

AVAILABLE

POWER

CONTROL

COMPUTER

CONTROL MODE

IN COMPUTER

70QS

PRIMARY HYDRONIC SYSTEM HOT WATER PUMP

WIRING DIAGRAM

70-P-06

70MCC7002

EXCEPT:

SIMILAR FOR 70-P-07

70MCC7003

EXCEPT:

SIMILAR FOR 70-P-08

70MCC7004

EXCEPT:

SIMILAR FOR 70-P-09

M

H C

G

M

R13

7

R

M

6

2

OFF

OFF

1

2

120 V.A.C.

8

9

CPT

R1

4

5

4

ALL COMPONENTS LOCATED AT MCC UNLESS OTHERWISE NOTED

70RSLEGEND

70HS6

M

70MS

0X0

00X

X00

00X

3 OL'S

R

6

10

1 1

12

RUN

RUN

STOP

TO 6

TO

6

PRIMARY CHILLED WATER PUMP

WIRING DIAGRAM

70-P-20

LOCATED AT MOTOR

CONTROL PANEL

LOCATED AT CHILLED WATER SYSTEM6

2

13

M

MOTOR WINDING HEATER

2

7,1 1,12, 13

AVAILABLE

POWER

CONTROL

COMPUTER

CONTROL MODE

IN COMPUTER

70QS

MOTOR TEMP SWITCH

TS

2

14

M OL

70MCC7002

480V

TO 6

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

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WATE

R S

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M

CHIL

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UP

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SHEET OF 70 SHEETS

40054- -D

1886444-6280407

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70-E-313A

SHEET 3WIRING DIAGRAMS

NOTES:

1.

2.

MANUFACTURER.

COMPONENTS UTILIZED SHALL BE DETERMINED BY

ARE FUNCTIONAL AND DIAGRAMMATICAL ONLY - EXACT

INTERNAL COMPONENTS INDICATED FOR VFD CONTROLLER

R-71A, R-72A & R-73A.

FOR LEGEND AND GENERAL NOTES SEE DRAWINGS

61

61

ALL COMPONENTS LOCATED AT VFD UNLESS OTHERWISE NOTED

1 LOCATED AT MOTOR CONTROL CENTER

2

3

4A

5

LOCATED AT MOTOR

LOCATED AT OR NEAR DRIVEN EQUIPMENT

LOCATED AT OR NEAR PUMP

LOCATED AT 70PCM01

LEGEND

H C

R13

7

6

OFF

OFF

1

2

120 V.A.C.

8

9

CPT

R1

4

5

70RS70HS

6

0X0

00X

X00

00X

3 OL'SCR

2

S/LO

G

15 R

13

TO 6

CR

VFD FAILRESET

16

70US

CR

CR

SECONDARY CHILLED WATER PUMP

WIRING DIAGRAM

70-P-04

6

14

X00

6,12,12

CR1HAND

COMP

COMP

HAND

12

1 1

10

RUN

STOP


LOCATED AT CHILLED WATER SYSTEM

TO 6

480V.A.C.

AUXILIARY CONTACT

SAFETY SWITCH

2

17 MOTOR WINDING HEATER

RUN

CR3

CR3

AVAILABLE

POWER

CONTROL

COMPUTER

SPARE

CONTROL MODE

IN COMPUTER

70QS

24

LINE

CR3 14,16,17 CR3 TO 6

22

CR2 21

SIMILAR FOR 70-P-05

480V

TO CPT

VFD

COM

CR2

CR1

TSH

RESET

2

RUN FWD

SPEED SEL

EXTERNAL FAULT

RESET

RUN

FAIL

TO LINE 15

TO LINE 1 1

POT

SPEED

MOTOR

20

21

22

23

24

COMMAND

SPEED

FEEDBACK

SPEED

TO 6 TO 6

CAT6

TO 70-PCM-01

TO 6

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

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MM.HPES

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A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

70-E-501A

SHEET 1CONDUIT & WIRE SCHEDULE

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

62

62

WIRING

QUANTITY SIZE

FROM REMARKS

CONDUIT AND WIRE SCHEDULE

4

TO

WIRING

QUANTITY SIZE

FROM REMARKS


TO

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

-- - -

70USS-1A

70USS-1B

70USS-1C

70USS-2A

4

4

4

4

4

4

4

4

4

4

70MCC7001

70MCC7002

70MCC7003

70MCC7004

70USS 70USS-C2 SIUSSB 70PCM02

-

-

- -- -

- -- -

- -- -

6

70USS

70USS

70USS

70USS

70USS

70USS

70USS

70USS

70USS

70USS

70MCC7001

70MCC7001

70MCC7002

70MCC7002

70MCC7003

70MCC7004

70MCC7004

70USS-2B

70USS-2C

70USS-3A

70USS-3B

70USS-4A

70USS-4B

70USS-4C

70USS-3C 4

BREAKER 5B-ALARM & STATUS

BREAKER 5C-ALARM & STATUS

70USS 70MCC7003

6

6

6

17

70USS-C1 3

BREAKER 5D-ALARM & STATUS




SPARE

3

70USS 70PCM01

70USS-SI 70USS 70PCM012

70USS-S2 SIUSSB 70PCM022

1-4 PR

1-4 PR

SIZE

CONDUIT

NUMBER

RACEWAY

CABLE/

2

2

-

-

6

2

-

-

6

6

-

-

6

6

-

-

6

6

-

-

6

6

-

-

6

6

-

-

-

24

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

CIRCUIT MONITOR DATA

SWITCHGEAR

2

98

-

14

DEVICE 74-1

ALARM & STATUS

DEVICE 27X-1

DEVICE 74-2


DEVICE 27X-2











-

SPARE

CIRCUIT MONITOR DATA

SWITCHGEAR

NO. 9728

BELDEN

NO. 9728

BELDEN

SIZE

CONDUIT

NUMBER

RACEWAY

CABLE/

1

3

3/0

750 KCM

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

1

3

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

-

14

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

2

2

2

6

6

6

6

6

6

6

6

6

6

6

-

-

-

-

-

-

-

-

-

-

-

-

1

3

1

3

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

1

3

DEVICE 74-1

ALARM & STATUS

DEVICE 27X-1

DEVICE 74-2







GROUND

POWER

2

1 15

DEVICE 27X-2




3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

3/0

750 KCM

1/0

500 KCM

1/0

500 KCM

1/0

500 KCM

1/0

500 KCM

1/0

500 KCM

1/0

500 KCM

4

4

4

4

4

4

4

4

70USS-5A

70USS-5B

70USS-6A

70USS-6B

70USS-7A

70USS-7B

70USS-8A

70USS-8B 70USS

70USS

70USS

70USS

70USS

70USS

70USS

70USS

CHILLER 70-WC-01

CHILLER 70-WC-01

CHILLER 70-WC-02

CHILLER 70-WC-02

CHILLER 70-WC-03

CHILLER 70-WC-03

EAST OF PAD

EAST OF PAD

-

-

-

-

-

-

-

-

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

70-E-502A


NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

63

63

WIRING

QUANTITY SIZE

FROM REMARKS


TO

3

-

-

-

-

-

-

-

-

-

-

-

-

-

-

14

-

-

-

-

-

-

-

1

8

14

10

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

WIRING

QUANTITY SIZE

FROM REMARKS


TO

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

6

10

6

3

6

14

-

-

-

-

-

-

-

-

-

-

-

3

1

3

1

1

3

1

3

1

66

14

14

14

14

10

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

370MCC7001-1A350 KCM

70MCC7001 70MCC7002

70MCC7001-1B

70MCC7001-2

3

1

70MCC7001

70MCC7001

70MCC7002

70-AHU-01

3

3

1

1

350 KCM

12

12

70MCC7001-4

70MCC7001-5

70MCC7001-6

70MCC7001-7

1

3

3

3

3

1

1

1

1

9

-

-

6

12

6

10

12

10

4

14

-

-

70MCC7001

70MCC7001

70MCC7001

70MCC7001

1 1/4

2 1/2

70-P-06

70-AD-01

70-B-01

70MCC7001-8 70MCC7001 70-P-12

70MCC7001-9A 70MCC7001 70XVFD13

3

1

7

10

10

14

3

1 3

500 KCM

70MCC7001-9B

70MCC7001-9C

70MCC7001-9D

70MCC7001-9E

3

3

3

1

3

3

3

1

1

1

500 KCM

500 KCM

500 KCM

3

3

3

70FVFD1

70-P-1 1

70-P-1 1

70XVFD1

70XVFD1

70VFD1

70VFD1

70VFD1

13 14

POWER

GROUND

POWER

GROUND

POWER

GROUND

CONTROL

POWER

POWER

POWER

GROUND

GROUND

GROUND

CONTROL

POWER

GROUND

POWER

GROUND

CONTROL

POWER

GROUND

POWER

POWER

POWER

GROUND

GROUND

GROUND

CONTROL

70MCC7002-2

70MCC7002-3

70MCC7002-4

70MCC7002-5

70MCC7002-6

70MCC7002-7A

70MCC7002-7B

70MCC7002-8A

70MCC7002-8B

70MCC7002-8C

70MCC7002-8D

70MCC7002-8E

1

2

3

3

3

3

1

1 1/43

6

3

3

3

1

1

1

1

1

9

9

-

9

-

6

12

6

4

12

10

12

10

8

12

14

14

-

14

-

500 KCM

3

3

1

500 KCM

3

3

1

500 KCM

3

3

1

500 KCM

13 14

70MCC7002

70MCC7002

70MCC7002

70MCC7002

70MCC7002

70MCC7002

70XIPI

70MCC7002

70XVFD2

70XVFD2

70VFD2

70VFD2

70-P-07

70-B-02

70-P-13

70-AD-02

70XVFD2

70FVFD2

70-P-10

70-P-10

70-AHU-02

70XIPI

70IPI

70VFD2

POWER

GROUND

CONTROL

GROUND

CONTROL

POWER

GROUND

POWER

GROUND

CONTROL

POWER

GROUND

POWER

GROUND

POWER

NEUTRAL

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

CONTROL

4/0SIDP2

70MCC7002-91/0

70MCC7002POWER

GROUND70DP2

-

1

-

70MCC7001-1066

2 1/214

14

14

1470MCC7001 70PCM01

SPARE

70-P-12

70-P-06

70-P-01

CONTROL & INDICATION

70-AHU-01

POWER (TWO SPEED)

1

-

1 1/2

-

1

1

1

2

70MCC7002-10 2 1/2 70MCC7002 70PCM01CONTROL & INDICATION

70-P-13

70-AHU-02

70-P-07

70-P-02

SPARE

1 1/4

- - - - - -

1

1

1

NUMBER

RACEWAY

CABLE/

SIZE

CONDUIT

NUMBER

RACEWAY

CABLE/

SIZE

CONDUIT

70MCC7002-11

3

1

10

10

14

70MCC002 70-P-20 POWER

GROUND

CONTROL

-

70MCC7001-3 1 1/43

1

10

10

14

70MCC7001 70-P-01POWER

GROUND

CONTROL

70MCC7002-13

1

10

14

1070MCC7002 70-P-02

POWER

GROUND

CONTROL

1 1/4

1 1/4

1

1

1

1

1

1

1

1

1

5

5

2

6

2

4

12

6

2470C-01

70C-02

70C-03

70C-04

70C-05

70C-06

70C-07

70C-08

70C-09

70C-10

#14

#14

#14

#14

#14

#14

#14

#14

#14 CAC-3

CAC-3

CAC-3

CAC-3

CAC-3

CAC-3

CAC-3

CAC-3

CAC-3

FLOW SWITCHES

70VFD3

70VFD4

70MCC7001

70MCC7002

70MCC7003

70MCC7001

70MCC7002

70MCC7003

CONTROL

CONTROL & GROUND

CONTROL & GROUND

CONTROL & GROUND

CONTROL & GROUND

CONTROL & GROUND

CONTROL

CONTROL

CONTROL

70S-01 1 1 #16 STP J-BOX SIGNAL

70S-02 1 4 #16 STP CAC-3 SIGNAL

70S-03

70S-04

70S-05

70S-06

70S-07

1 2

2

#16 STP

#14

CAC-3 70VFD3 SIGNAL

CONTROL

1 2

2

#16 STP

#14

CAC-3 70VFD3 SIGNAL

CONTROL

1 1 CAT6 CAC-3 70PCM-01 SIGNAL

2 12

6

#16 STP

#14

CAC-3 J-BOX SIGNAL

CONTROL

1 3 #16 STP J-BOX J-BOX SIGNAL

9

9

9

70DPIT-2201

70FIT-2201 J-BOX

70S-08 1 2 J-BOX SIGNALCAT6 70PCM-01

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

70-E-503A


NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

64

64

WIRING

QUANTITY SIZE

FROM REMARKS


TO

3

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

12

12

14

6

10

14

4

8

14

6

10

-

4

8

-

6

10

6

4

14

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

1

6

1

9

3

1

9

3

1

-

3

1

-

3

1

3

1

1

3

1

75

14

14

14

14

14

5

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

WIRING

QUANTITY SIZE

FROM REMARKS


TO

3 12

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

12

14

4

6

14

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

1

9

3

1

3

2

1

66

14

14

14

14

10

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

370MCC7003-1A350 KCM

70MCC7003 70MCC7004

370MCC7003-1B

70MCC7003-2

70MCC7003-4

70MCC7003-5

70MCC7003-6

70MCC7003-7

70MCC7003-8

70MCC7003-9A

2

3

1

350 KCM

70MCC7003-9B

3

1

9

70MCC7003

70MCC7003

70MCC7003

70MCC7003

70MCC7003

70MCC7003

70MCC7003

70XRP1

70MCC7004

70-AHU-03

70-P-08

70-P-14

70-B-03

70-AC-01

70XRP1

70RP1

70MCC7003-10A

70MCC7003-10B

70MCC7003-10C

4

3

1

4

3

1

70MCC7003

70XVFD3

70XVFD3 70VFD3

70XVFD3

70FVFD3

POWER

GROUND

POWER

GROUND

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

POWER

GROUND

CONTROL

CONTROL

CONTROL

NEUTRAL

GROUND

POWER

GROUND

POWER

GROUND

170MCC7004-1 70MCC7004 70-AHU-04

3 6

10

14

1

9

3 4

8

14

1

9

3 4

8

-

1

-

70MCC7004-2

70MCC7004-3

70MCC7004-4

70MCC7004-5

70MCC7004

70MCC7004

70MCC7004

1 1/4 70-P-09

70-P-15

70-AC-02

70MCC7004-6A

70MCC7004-6B

70MCC7004-6C

70MCC7004-7

70MCC7004-8A

70MCC7004-8B

2

4

3

1

4

3

1

6

3

1

6

10

3

1

1/0

70MCC7004 70XVFD4

70FVFD4

70MCC7004

70XVFD4

70XVFD4

70XLPI

70VFD4

70DP1

70XLPI

70LP1

POWER

GROUND

CONTROL

POWER

GROUND

CONTROL

POWER

GROUND

CONTROL

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

GROUND

POWER

NEUTRAL

GROUND

70MCC7004

1 1/4

POWER (TWO SPEED)

1 1/2

1

-

-

1

1

1

3/0

3/0

3/0

70MCC7003-1 1


70-AHU-03

70-P-03

70-P-08

70-P-16

70-P-14

SPARE

1 1/2

-

3/0

3/0

3/0

1

70MCC7004-9


76-AHU-04

76-P-09

76-P-17

76-P-15

SPARE

1 1/4

1

1

1 1/4

1 1/4

2 1/21/0

1/0

-

-

-

-

-

-

-

-

-

-

-

-

-

-

NOT USED

NOT USED- - - - -

- - - - -

2 1/2

2 1/2

2 1/2

2 1/2

2 1/2

2 1/2

NOT USED

NOT USED

NUMBER

RACEWAY

CABLE/

SIZE

CONDUIT

NUMBER

RACEWAY

CABLE/

SIZE

CONDUIT

70MCC7003-3 1 1/43

1

10

10

14

70-P-03

70MCC7003-10D

70MCC7003-10E 6 14

70-P-04

70-P-04

70MCC7004-6D

70MCC7004-6E

2 1/2

1

3

1

6

3/0

4

14

70VFD4

70VFD4

70-P-05

70-P-05

POWER

GROUND

CONTROL

POWER

GROUND

CONTROL1

2 1/23

1

3/0

470VFD3

70VFD3

70MCC7003

POWER

GROUND

CONTROL

9

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

70-E-530A

PANELBOARD SCHEDULES NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

EXISTING

65

65

LOCATION

PANELBOARD

LOAD DESCRIPTION LTG REC MIS CIR BKR

TOTAL

PHASE TOTAL TOTAL LOAD

0C0B A B C

VOLT-AMPERE

VOLTS 0 W

0A

- - - 20- -

0C0B

VOLT-AMPERE

0ALTGRECMISCIRBKR LOAD DESCRIPTION

- ---20

- - - - 20- - ---20

- - - - 20- - ---20

- - - 30- - - ---20

- - -- - ---20

- - -- - ---

- - - - 20- - - ---

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - -- - - ----20

- - -- - - ----20

- - - - - -TOTAL

100A

120/208 3 4

LOCATION

PANELBOARD


TOTAL


0C0B A B C

VOLT-AMPERE

VOLTS 0 W

0A

- -- -

0C0B

VOLT-AMPERE


- ----20

- - -- - ---20

- - - 30- - ---20

- - 30- - - ---20

- - - 30- - ---20

- - - 20- - ---20

- - 20- - - ----20

- - - 20- - ----20

- - - 20- - ----20

- - 20- - - ---20

- - - 2050 - - ---20

- - - 20- - ---20

- - 20- - - ---20

- - - 20- - --20

- - - - 20- - - ----20

- - - - 20- - - ---20

- - - - 20- - - - ----20

- - -- - - ----20

- -- - - - ----20

- - -- - - ----20

- - -- - - ----20

- - - - - -TOTAL

100A

120/208 3 4

LOCATION

PANELBOARD


TOTAL


0C0B A B C

VOLT-AMPERE

VOLTS 0 W

0A

- - 20- -

0C0B

VOLT-AMPERE


- ----20

- - - 20- - ----20

- - - 20- - ---20

- - - - 20- - - ---2P

- - - - 20- - - ---20

- - - 2P- - ---2P

- - 20- - - ---20

- - - - 20- - ---20

- - - 20- - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - 20- - - - ----20

- - - - - -TOTAL

100A

120/208 3 4

LOCATION

PANELBOARD


TOTAL


0C0B A B C

VOLT-AMPERE

VOLTS 0 W

0A

- -- -

0C0B

VOLT-AMPERE


- ---

- - -- - ---

- - -- - ---

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - - - -TOTAL

150

3 3

70LP1

ELECTRICAL ROOM SURFACE

70DP1


70IP1


70RP1


1068

1068

EXTERIOR

729

729

679

679

605

ELECTRICAL ROOM

PUMP ROOM

PUMP ROOM

BOILER ROOM

BOILER ROOM

ROOF

540

720

720

720

900

1080

-

-

-

-

-

70MCC7004

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

400 EXTERIOR / STAIR / BATHROOM

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

PAGE / PARTY

CARD ACCESS

SPARE

SPARE

SPARE

500

500

530

-

-

-

-

-

OFFICE

TOILET

SPARE

SPARE

SPARE

SPARE

SPARE

70MCC7003 70MCC7002

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

70MCC7004

MAIN CIRCUIT BREAKER MAIN CIRCUIT BREAKER

200

624

624

312

CCTV CAMERA

CCTV CAMERA

CCTV CAMERA

CLEAN AGENT CONTROL PANEL

MAIN CIRCUIT BREAKER

STAIR LIGHTS 600

SITE LIGHTING CONT. C3

SITE LIGHTING CONT. C4

100

100 -

FAN COIL 70-FC-01

EXHAUST FAN 70-EF-01

CONTROL PANEL

CARD ACCESS

253

800

-

-

-

WATER HEATER 70-WH-011500

-

-

LOCATION

PANELBOARD


TOTAL


0C0B A B C

VOLT-AMPERE

VOLTS 0 W

0A

- -- -

0C0B

VOLT-AMPERE


- ---

- - -- - ---

- - -- - ---

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - -- - - - ----

- - - - - -TOTAL

150

3 3 70DP2


SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

70MCC7002

ELECTRICAL ROOM 900

PUMP ROOM

CONTACTOR C1

-

-

1668

3076 2484 3147

SPARE-

BOILER ROOM

CONTACTOR C2

BOILER ROOM

CONTACTOR C2

LIGHTING CONTACTOR C1, C2200

-

-

1408 1484 1 129

AFTER COOLER (1/6 HP)

SIGN 500 -

2053 2050

4505 6514 4374

720

180

-

-

2452 4464 3244

70-AC-2100.LCP 200

1400

480

13300

13300

13300

MAIN LUGS ONLY

13300

13300

13300

13300 13300 13300

79.8KVA ( 96 AMP)

13300 13300 13300

26600 26600 26600

540

540

540

480

MAIN LUGS ONLY

360

360

360

540 540 540

900 900 900 2.7 KVA ( 3.3 AMP)

360 360 360

2100

*

*

*

-

720 ELECTRIC ROOM/CHILLER YARD

*

*

*--

ELECTRICAL ROOM 850 -

SPARE -

20181000

-

-

-

70-BCU-1 200

200 AIR COMPRESSOR CONTROL PANEL

200

200

200

1200 1200 700 1400 200

2600 14008.7 KVA ( 24.17 AMP)

*

*

*

- 500 ELECTRIC WATER COOLER

1200

SPARE

SPARE -

-

100

-

-

1 130

PROCESS WATER CONTROLLER

CHILLED WATER CONTROLLER

HOT WATER BOILER CONTROLLER

100 UWLP FLOW SWITCH AND LIGHT

70PCM02

SPARE -

15.4 KVA (42.78 AMP)

FIRE ALARM PANEL

70PCM01

500

1200

6.1 KVA (16.95 AMP)

MTG

FEED

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

MTG

FEED

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

MTG

FEED

41

39

37

35

33

31

29

27

25

23

21

19

17

15

-

11

9

7

5

3

1

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

-

10

-

6

4

2

MTG

FEED

-

14

-

-

12

-

-

10

-

-

8

-

-

6

-

-

4

-

-

2

-

-

13

-

-

1 1

-

-

9

-

-

7

-

-

5

-

-

3

-

-

1

-

3P

20

3P

3P

3P

3P

3P

20

20

20

20

20

3P

20

3P

20

3P

20

3P

20

3P

20

3P

20

3P

60

3P

60

RECEPTACLE

WELDING

RECEPTACLE

WELDING

MTG

FEED

-

14

-

-

12

-

-

10

-

-

8

-

-

6

-

-

4

-

-

2

-

-

13

-

-

1 1

-

-

9

-

-

7

-

-

5

-

-

3

-

-

1

-

3P

20

3P

3P

3P

3P

3P

20

20

20

20

20

3P

20

3P

20

3P

20

3P

20

3P

20

3P

20

3P

20

3P

20

CONTACTOR C3

SITE LIGHTING

CONTACTOR C4

SITE LIGHTING

NON-LINEAR LOADS WITH 200% NEUTRAL

PANEL SHALL BE SUITABLE FOR

CHILLER 70-WC-01

CHILLER 70-WC-03

CHILLER 70-WC-02

50

50

150

150

50

150

70-MV-2500

70-MV-2300 70-MV-XXX

70-MV-XXX

100 200

800

CAC-3

CAC-3

70-FIT-2500

70-FIT-2300

70-FIT-2201

1000

1000

30

30

20

20

20

20

1000 20

20 20

20

20

20

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407

MPAExp. 6/30/19

No. E11023

SE

AR

MM.HPES

OJ

EF

A

NROFLACFOET

A

TS

RE

EN

GNE

LANOSSORPDER

ET

SG

ER

O

RICA

L

TCEL

E

12/12/2018

12/13/2018

C73039

66

D-218

STRUCTURAL DETAILS 8

1DETAIL

-

3DETAIL

-SCALE: 1" = 1'-0"

2DETAIL

-

CONCRETE ENCASEMENT

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

4DETAIL

-SCALE: 1" = 1'-0"

5DETAIL

-SCALE: 1" = 1'-0"

FLOOR CLEANOUT

TYPICAL PIPE ENCASEMENTFLOOR DRAIN

66

6-30-19

12-13-18

D

CE

UAT

FO

ST

STR

Exp.

TURN

LCA IFORAL AI

E

No. 4233

ERS

ER

IGE

T

PROF

EN

ER

ENGI

OSSIL

NA

S LE

TAP

ARDNAHCHSAHB

U

ORIGINAL

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

1886444-6280407


www.beyazpatel.com

(858) 451-0374



YARD

CHILLER

ROOM

BOILER

C

PLUMBING DWG

PIPE PER

C

C

MIN12"

C

EXIST WALL

C

EXIST SLAB

C

NEW CONC SLAB

C

EXIST FOOTING

C

1

1

C

CLEAN-OUT

C

SLAB REINF

C

DWG, TYPPIPE PER PLUMBING

C

SEE

PIPE ENCASEMENT

- -

SIM

#5 @ 12" MAX

C

CT

YP

6"

C

C

PLUMBING DWGSPIPE PER

SEE

PIPE ENCASEMENT

C

C

6" TYP

C

#5 @ 12"

C

CT

YP

8"

C

C

TYP 8"

C

C

TY

P3"

CL

R

C

PLUMBING DWGSPIPE PER

C

SLAB REINFPLUMBING DWGSFLOOR DRAIN PER

C

C

C

8"

-

SIM

C

#5 @ 12" EW

C

EXIST FOOTING

CWALLEXIST

5

5 5

SEE

PIPE ENCASEMENT

#5 @ 12" TIES

C

C

PLUMBING DWGS

PIPE PER

C

SLAB REINF

5

-

5

-

C

C

TYP3" C

LR,

C

CC

LR

3"

12/13/2018

C73039

FLOOR CLEANOUT FLOOR DRAINNOT USED



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

NTS

1

COUNTER SUNK BRASS CAP

CLEAN-OUT FERRULE WITH

C

FINISHED GRADE

BELL & SPIGOT COUPLING (TYP.)

C

PLUG TEE

C

NTS

EMERGENCY SHOWER & EYEWASH

FLASHING CLAMP

C

C

FINISHED FLOOR

C C

FLOOR DRAIN

ARRPOXIMATE 24" DIA AROUND

BELOW FINISHED FLOOR AT

SET TOP OF FLOOR DRAIN 1/2"

C

SLOPE TO DRAIN

HOUSEKEEPING PAD

C

NTS

C

„ BEND

C


70-P-112A NTS

2

NTS

3

SEE SPECIFICATIONS

4" FLOOR DRAIN

4

70-P-112A

FLOOR DRAIN 5

70-P-112A

2"-SV-(12)

1-‚" SHOWER INLET

1-‚" PIPE TO DRAIN

C

D-423

EXIST WALL

67

67

C

C

C

PLACEMENT.

FOR REINFORCEMENT

NOTE: SEE STRUCTURAL DWGS

PLACEMENT.

FOR REINFORCEMENT

NOTE: SEE STRUCTURAL DWGS

-

AS SHOWN ON PLANS

PLUG OR CONTINUE

C C

FOOTING

C

C

C

C

BEND

2"-SV-(9)

C

SEE DETAIL

ENCASEMENT

CONC REINF

5

C

1

70-P-203

C

VA

RIE

SC

C

VARIESC

C

FENCE

WALL OR

EXIST

SCHEDULE - 1

CALLED OUT ON PLUMBING

SEWER PIPE MATERIAL AS

2" NO-HUB COUPLINGS (TYP)

C

D-218

3

-

•"-TP-(24)

WITH 15# FELT

IN PLACE PIPE

WRAP ALL CAST

C

C

4"-SS-(11)

12/13/2018

C73039

TRAP PRIMER DETAILPIPE HANGER

PIPE CLAMP FOR INDIVIDUAL PIPES

CLEANOUT TO GRADE



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

NTS

2


TP

RW MAIN

COUPLING

DIELECTRIC

•"-PRW-(24)

•" BALL VALVE

C

C

C WALL

70-TP-01

TRAP PRIMER

OF LINE PRESSURE

AUTOMATIC DROP

•"-TP-(24)

C

C5'-

0"

C

C

C

C

12"

C

C

70-P-112A

DIMENSIONS IN INCHES

FLAT BAR SIZEHOLEDIA

SEE NOTE 3

BELOW

LOAD

RATING

1

2

3

4

5

6

8

1-1/4

1-1/2

2-1/2

3-1/2

3/4 5-15/16

6-1/4

6-15/16

6-11/16

8-5/16

8-7/8

9-1/8

10-1/16

10-9/16

11-3/4

14-3/8

16-5/8

2-1/2

2-5/8

2-3/4

3-3/16

3

3-7/16

3-3/4

4-1/4

4

4-3/4

5-5/16

6-5/16

7/16

9/16

7/16

7/16

7/16

7/16

7/16

7/16

7/16

9/16

9/16

9/16

300

500

600

850

850

600

500

500

500

300

300

300

NOTES:

PIPE

1/4

1/4

2. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE

1. WHERE SUBMERGED, PIPE CLAMP, ANCHOR, SHIELD, NUTS

NUT AND LOCKWASHER (TYPICAL)

GALVANIZED ADHESIVE STUD ANCHOR WITH

* SAFETY FACTOR OF 5

*

3/16 x 1-1/4

3/16 x 1-1/4

3/16 x 1-1/4

3/16 x 1-1/4

1/4 x 1-1/4

1/4 x 1-1/4

1/4 x 1-1/4

1/4 x 1-1/4

x 1-1/2

x 1-1/2

3/8 x 1-1/2

3/8 x 1-1/2

STEEL SHIELD AROUND PIPE AT CLAMP, WITH LOOSE

B

C HOLE DIAA

…'' DIA FOR ƒ'' TO 3•'' PIPE

•'' DIA FOR 4'' TO 8'' PIPE

A

B C D

LBS

AND LOCKWASHER TO BE TYPE 316 STAINLESS STEEL

FIT WRAP COPPER TUBES WITH 2'' STRIP OF RUBBER

FABRIC

3. FOR FLANGED PIPING, INCREASE B DIMENSION AS

REQUIRED

DIA

D FLAT BAR WITH

2 BOLTS AND NUTS

FABRICATION

GALVANIZE AFTER

NOTES:

3. DESIGN IS FOR STATIC LOAD ONLY

2. CONCRETE STRENGTH TO BE 3000 PSI OR MORE

PIPE HANGER RODS AND SUPPORT SPACING

3800

3800

3200

1700

1700

1430

1430

1130

610

610

5

5

5

5

5

16

14

12

9

6

ƒ

†

•

…

…

1 & SMALLER

2• TO 3•

4 TO 5

6, 8

WEIGHT LIMIT

TACK

WELD

FOR HANGER RODS

LOCK-NUT AND WASHER

ADJUSTABLE CLEVIS FOR CAST

ADJUSTABLE CLEVIS FOR STEEL

ADJUSTABLE STEEL RING

UNIVERSAL CONCRETE

(INCHES) (INCHES)

INSERT GRINNELL FIG 282

4" SQ

PIPE DIA ROD DIA (LBS)

STL PIPE CI PIPE

THICK CONCRETE

LINKED EYE ROD

NOTE: GALVANIZE ALL PARTS AFTER FABRICATION

•" PL

PIPE. GRINNELL FIG 260

OR EQUAL

IRON PIPE, GRINNELL FIG 590

OR EQUAL

HANGER, GRINNELL FIG 269OR EQUAL. WHEN USED WITHPVC OR FIBERGLASS PIPE,PROVIDE STEEL SHIELD AROUND

PIPE AT HANGER WITH LOOSE FIT.

COPPER TUBES TO HAVE 2'' WIDE

STRIP OF RUBBER FABRIC

TYPE A

TYPE B

TYPE A TYPE B

FOR HANGER RODS ‡" DIA AND LARGER AND MIN. 8"

ALLOW 3800 LB LOAD MAX

TYPE B - FOR 4'' SQ BEARING PLATE,

ALLOW 1430 LB LOAD MAX

1. TYPE A - FOR CONCRETE INSERT,

SPACING (FEET)

MAX SUPPORT

NTS

1

NTS

4

70-P-112A

CONCRETE PAD

DUCTILE IRON OR

CAST IRON SOIL PIPE

NTS

3

70-P-112A

3''

CLEANOUT

RAISED HEX HEAD

D-424

70-H-204

C

C

C NEW

XISTE

SEE NOTE 1

W/ SOLDERED COUPLING

1/2-TP-C24 PIPING

CONNECT TO EXIST

NOTE 1

1'-6" SQC

C

GRADE

EXIST

C

C

C

C

C

C

C

C

C

C

C

C

C

(4) #4 BAR, 3'-0" LONGCC

C

C

C

C

C

8" MIN

4"

MIN

C C

C

C

C

C

C

C

C

ƒ" DIA AND SMALLER

C

C

OR ADJUSTMENT FOR WOOD

1‚ TO 2

C

68

68

12/13/2018

C73039

.

.. ..

. .

. .

.. ..

. .

.

C

C

C

C

C

C

C

C

A

C

CD

C

C

B

WASHERSNUTS AND LOCKSTUD ANCHORS WITHFOUR E DIA ADHESIVE

C THICK x D SQ

40 STEEL PIPE

B DIA SCHD

STEEL PLATE

STEEL ELBOWA DIA FORGED

‚

‚

ELBOW

4

6

8

10

2

2•

4

4

…

…

•

•

6

7

9

9

†

†

†

†

A DIAB DIA C THICK D SQ E DIA

C

C

C

C

C

C

C

‚

C

C

C

NON-SHRINK GROUT

1-1/2"

‚

5/8" STEEL PLATE18"x18"

PIPE SIZEMINIMUM MAXIMUM

ADJUSTABLE PIPE SUPPORT

8

10

13-5/8

14-5/8

16-1/2

18-1/4

3

3

9

9

2-1/2

2-1/2

A B CD D

DIMENSIONS IN INCHES

ADJUSTABLE PIPE SUPPORT WITH 'U' BOLT

ELBOW SUPPORT

PIPE BRACKET PIPE SUPPORT ON WALL

INSULATED PIPE SUPPORTC

C

C

C



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

NON-SHRINK GROUT1'' MINIMUM

3'' MINIMUM

GRINNELL FIG 259

'U' BOLT PIPE SUPPORT

C

C

C

GALVANIZED

REDUCING FLANGE,

150 LB THREADED

TWO NUTS AND ONE

OR ADHESIVE ANCHOR WITH

GALVANIZED ANCHOR BOLT

C

NTS NTS

2

C

PER PLANSWASHERS AND NUTS

316 STAINLESS STEEL U-BOLT,

3" MINIMUM

316 SS EL SHAPE

SHALL BE PER PIPING SYSTEMS SUPPLIER.

1. SIZES AND DIMENSIONS FOR DWSL PIPING

NOTES:

TYPICAL

NUT AND WASHER

316 S.S. CONC ANCHOR,

C

C

NTS

3

NTS

4

NOTE: ALL DIMENSIONS ARE IN INCHES

NTS

5

HVAC DETAILS - 1

1

D-5051. JOINT TYPES, WELDED VS. FLANGE PER PLAN.

NOTES:

CLAMP

BY "UNISTRUT"

SHIELD ANCHORED

WITH INSULATION &

CWS & CWR PIPING

WALL

1" NON-SHRINK GROUT

WASHERS AND NUTS

316 STAINLESS STEEL U-BOLT,

C

CONCRETE SLAB

C6Wx12

6Wx12

C

CW PIPING W/ INSULATION

C

PROTECTIVE SADDLE PLATE

C

C

C

4" (TYP)

70-H-112A

70-H-112B

70-H-112C

70-H-202A

70-H-202B

LOCK WASHERS

ANCHORS WITH NUTS AND

FOUR E DIA ADHESIVE STUD

C

70-H-112C

70-H-202B

70-H-202B

70-H-203

70-P-20370-H-112C

CHANNEL ANCHORED TO WALL

"SUPER-STRUT" A-1200

C

C

CLAMP

"UNISTRUT"

INSULATION BY

AR PIPING W/O

PW, RW, TP,

CW PIPING W/ INSULATION

C

69

69

12/13/2018

C73039

AIR RELEASE/AIR VACUUM VALVE

PRESSURE INDICATOR

PIPE CONNECTION 2•" AND SMALLER

TEMPERATURE INDICATOR / TRANSMITTER



T 858.413.2400 F 858.413.2440



ORIGINAL IEC

CONTRACTOR

INSPECTOR

DATE STARTED

DATE COMPLETED

DATE


FOR CITY ENGINEER


CCS27 COORDINATE

CCS83 COORDINATE


PROJECT MANAGER

CHECKED BY:

RCE#


WBS

PRINT DCE NAME


CONSULTANT

B-16165

IDALMIRO DA ROSA

246-1719



BRIAN VITELLE

JORGE LARRIVA

MB

C

CO

OLIN

G

WATE

R S

YSTE

M

CHIL

LE

R

UP

GR

AD

E

SHEET OF 70 SHEETS

40054- -D

I

S

No. M18710

LAC

AT

S

IG

ER

OET

F

N

ROFI

AI

RE

EN

ER

ET

SSEFORPD

NOI

E

LA

GN

RIC

HARD

HOWARD KENNEDY

MECHANICAL

1886444-6280407

12-13-2018

NTS

1

BRONZE BUSHING

•" x ‚" THREADED

‚" BRASS NIPPLE

LIQUID FILLED

PRESSURE GAUGE

BALL VALVE

•" THREADED BRONZE

NTS

2

HVAC DETAILS - 2

D-506

NTS

3

OR GRADE

FINISHED FLOOR

C

NIPPLES, TYP

SCH 80 RED BRASS

C

C

C

V67

C

SEE DRAWINGS AND SPECS

PIPE MAIN, FOR TYPE OF LINE

C

C

FLUSHING AND DRAIN CONNECTION

WELDOLETC

C

C

C

70-H-202A

70-H-202B

NTS

2

BUSHING IF REQUIRED

300 LB MI OR 3000 LB FS

INDICATED

MATERIAL AS

PIPE SIZE AND

HALF COUPLING

MIN 1" 3000 LB FS

C

C

C

C

C

SCHD 80 BRASS

WALL

C PIPE ID

ISOLATION BALL VALVE

70-H-202A

3/4 NPT CONDUIT CONNECTION

C

TEMPERATURE INDICATOR

TRANSMITTER

C

C

70-H-112B

70-H-202A

70-H-202B

TO FLOOR

AND FITTINGS, PIPE

TYPE K COPPER PIPE

C

C6"

C

C

THREADED BUSHING

1" x •" BRASS WELDED TO PIPE

1" 3000 LB FS HALF COUPLING

C

C

C

C

C

C

C

ELBOW

1 • LR STL

BALL VALVE

1 • BRONZE

BRASS CAP

70-H-202A

NECESSARY TO CLEAR INSULATION

•" BRASS SCH 80 NIPPLE LENGTH AS

C

THREADOLET

THREADOLET OR ELBOW

1" 3000 LB FS HALF COUPLING,

C

CP

ER

MF

R

NIPPLE TO CLEAR PIPE INSULATION

THREADED SCH 80 BRASS

HALF COUPLING W/INSULATION BUSHING

2" AND SMALLER USE A 3000 LB

C

TO CLEAR INSULATION

WELDED NIPPLE AS NECESSARY

C

70

70

AIR RELEASE VALVE V253

3/4" COMBINATION AIR VACUUM AND

-NTS

4

2

-

12/13/2018

C73039

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