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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
CO
OLIN
G
WATE
R S
YSTE
M
CHIL
LE
R
UP
GR
AD
E
SHEET OF 70 SHEETS
M.C.A.S. MIRAMAR
I
S
No. M18710
LAC
AT
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SSEFORPD
NOI
E
LA
GN
RIC
HARD
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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 SCHEDULE - 1
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 CHILLER P&ID SHEET 3
HVAC CHILLER P&ID SHEET 2
HVAC CHILLER P&ID SHEET 1
HVAC PIPING SECTIONS
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
CONDUIT & WIRE SCHEDULE SHEET 2
CONDUIT & WIRE SCHEDULE SHEET 1
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
SINGLE LINE DIAGRAM 70MCC7003
SINGLE LINE DIAGRAM 70MCC7002
SINGLE LINE DIAGRAM 70MCC7001
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
PLUMBING DETAILS - 1
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
INSTRUMENTATION GENERAL NOTES, SYMBOLS, LEGEND AND ABBREVIATIONS - 2
INSTRUMENTATION GENERAL NOTES, SYMBOLS, LEGEND AND ABBREVIATIONS - 1
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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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ET
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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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SSEFORPD
NOI
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LA
GN
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
3=ADDITIONAL MCC UNITS
4=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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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No. E11023
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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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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LANOSSORPDER
ET
SG
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L
TCEL
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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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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LANOSSORPDER
ET
SG
ER
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L
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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
DEVICE IS CONTROLLED BY LOCAL CONTROL PANEL LOGIC).
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
DEVICE IS CONTROLLED BY LOCAL CONTROL PANEL LOGIC).
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
INSTRUMENT OR OTHER COMPONENT TO BE
OTHER PANEL AS MARKED
MOUNTED INSIDE MAIN CONTROL PANEL OR
INSTRUMENT OR OTHER COMPONENT TO BE
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
PRINT DCE NAME
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
SAN DIEGO, CALIFORNIA 92127
10920 VIA FRONTERA, STE 210
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
SAN DIEGO, CALIFORNIA 92127
10920 VIA FRONTERA, STE 210
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
PLUMBING SCHEDULE - 1
70-P-501A
(PSI/IN. H20)
PRESSURE
MIN.
28
28
SPIGOT
BELL &
12/13/2018
C73039
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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SSEFORPD
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HOWARD KENNEDY
MECHANICAL
1886444-6280407
12-13-2018
PLUMBING SCHEDULE - 2
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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EN
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ET
SSEFORPD
NOI
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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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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OET
F
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ROFI
AI
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EN
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ET
SSEFORPD
NOI
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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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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ET
SSEFORPD
NOI
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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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
HVAC PIPING SECTIONS
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
HVAC PIPING SECTIONS
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
HVAC CHILLER P&ID SHEET 1
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
HVAC CHILLER P&ID SHEET 2
TO CHILLERS
PRIMARY CW
PRIMARY CW
PRIMARY CWR CWR
70-H-306A
70-H-306A
70-H-306C
70-H-306C
70-PCM-01 (EXISTING)
DROP 27
12/13/2018
C73039
70-H-306C
41
41
ORIGINAL
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
HVAC CHILLER P&ID SHEET 3
IN
CO
MP
UT
ER
FL
OW
CUSTOM APPLICATION CONTROLLER
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
70-PCM-01 (EXISTING)
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
HVAC CHILLER P&ID SHEET 4
CUSTOM APPLICATION CONTROLLER
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
27 - UNDERVOLTAGE RELAY
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
800AT (LT, ST, i, GF.)
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
600AT (LT, ST, i, GF.)
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
2.
3.
4.
5.
7.
6.
FOR EQUIPMENT FRONT VIEWS SEE DRAWING SI-E-45.
LEGEND
1
25
27 - UNDERVOLTAGE RELAY
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
600AT (LT, ST, i, GF.)
1
CT
B
1600AF
1000AT (LT, ST, i, GF.)
1
CT
B
800AF
800AT (LT, ST, i, GF.)
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
800AT (LT, ST, i, GF.)
1
1000/5
(3)
R A G
SIMV-111B2
SEE NOTE 4
YP
EB
PS
CT
B
800AF
600AT (LT, ST, i, GF.)
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
- PROVIDE BUCKET WIRING PER TYPE 1 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"
SINGLE LINE DIAGRAM 70MCC7001
12/13/2018
C73039
A
TYPECONDUCTORS PER CONDUITCONDUIT
C
D
E
F
G
H
1
1
1
1
1
1
3
-
-
-
-
-
-
-
-
PHASEQTY SIZE NEUT GRD
SINGLE LINE FEEDER SCHEDULE (THIS DWG. ONLY)
AND WIRE SCHEDULE TAKES PRECEDENCE.
SCHEDULE FOR COMPLETE SCHEDULE. CONDUIT
FOR REFERENCE ONLY. SEE CONDUIT AND WIRE
-
-
-
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
SINGLE LINE DIAGRAM 70MCC7002
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.
FOR LEGEND AND GENERAL NOTES SEE DRAWING
70-E-501A, 70-E-502A AND 70-E-503A.
FOR CONDUIT AND WIRE SCHEDULES SEE DRAWINGS
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
ELEVATION - 70MCC7002
70-E-1 1
SEE DWG.
FOR CONT.
TO 70MCC7001
70MCC7001 & 70MCC7002 FUTURE LOAD: 0A
70MCC7001 & 70MCC7002 DEMAND LOAD: 596A
70MCC7001 & 70MCC7002 CONNECTED LOAD: 884A
MOTOR CONTROL CENTER 70MCC7002
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
480V, 3 PHASE, 3 WIRE BUS AND GROUND BUS: 1200A
INTEGRATED SHORT CIRCUIT CURRENT RATING: 65,000A SYMMETRICAL
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
LOCATED IN ENERGY BUILDING
*** - PROVIDE BUCKET WIRING PER TYPE 2 SPARE ON DRAWING 80-E-319
- PROVIDE BUCKET WIRING PER TYPE 1 SPARE ON DRAWING 80-E-319
1
45AT
60AF
15AF
30AF
30
480V
1O
1.5KVA
1O
1 1'-8"
20"
7'6
" 3"
20"
30" 30"
MAIN CIRCUIT BREAKERS IS OPEN.
THE BUS TIE CIRCUIT BREAKER UNLESS ONE OF THE
KIRK KEY INTERLOCK SHALL PREVENT THE CLOSING OF
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
(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
70-E-501, 70-E-502 AND 70-E-503.
FOR CONDUIT AND WIRE SCHEDULES SEE DRAWINGS
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
TYPECONDUCTORS PER CONDUITCONDUIT
B
C
D
F
G
H
1
1
1
1
1
1
2
-
-
-
-
-
-
PHASEQTY SIZE NEUT GRD
SINGLE LINE FEEDER SCHEDULE (THIS DWG. ONLY)
-
-
-
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
SINGLE LINE DIAGRAM 70MCC7003
70-E-13A
E 1 2• - 1-43-3/0
NEW
EXISTING
NEW
EXISTING
NEW
EXISTING
NEW
EXISTING
AND WIRE SCHEDULE TAKES PRECEDENCE.
SCHEDULE FOR COMPLETE SCHEDULE. CONDUIT
FOR REFERENCE ONLY. SEE CONDUIT AND WIRE
1.
5.
6. EPLACE VFD/ENCLOSURE WITH NEW.R
1.1.1.
SEE NOTE 6
70VFD3
E
E
R-71A, R-72A, & R-73A.
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
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
ELEVATION - 70MCC7003
50
II
SP
AR
E
70MCC7003 & 70MCC7004 CONNECTED LOAD: 813A
70MCC7003 & 70MCC7004 DEMAND LOAD: 519A
30KVA, 3PH, 4W
480-208/120V
70XRP1
50
MOTOR CONTROL CENTER 70MCC7003
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
480V, 3 PHASE, 3 WIRE BUS AND GROUND BUS: 1200A
INTEGRATED SHORT CIRCUIT CURRENT RATING: 65,000A SYMMETRICAL
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
70MCC7003 & 70MCC7004 FUTURE LOAD: 35A
*********
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
- PROVIDE BUCKET WIRING PER TYPE 1 SPARE ON DRAWING 80-E-319
45AT
60AF
SP
AR
E
II
SP
AR
E
1 1'-8"
20"
7'6
" 3"
20"
30" 30"
MAIN CIRCUIT BREAKERS IS OPEN.
THE BUS TIE CIRCUIT BREAKER UNLESS ONE OF THE
KIRK KEY INTERLOCK SHALL PREVENT THE CLOSING OF
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
(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
ORIGINAL
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
TYPECONDUCTORS PER CONDUITCONDUIT
B
C
D
F
1
1
1
1
3
-
-
-
-
-
-
PHASEQTY SIZE NEUT GRD
SINGLE LINE FEEDER SCHEDULE (THIS DWG. ONLY)
AND WIRE SCHEDULE TAKES PRECEDENCE.
SCHEDULE FOR COMPLETE SCHEDULE. CONDUIT
FOR REFERENCE ONLY. SEE CONDUIT AND WIRE
-
-
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
SINGLE LINE DIAGRAM 70MCC7004
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.
FOR LEGEND AND GENERAL NOTES SEE DRAWING
70-E-501A, 70-E-502A AND 70-E-503A.
FOR CONDUIT AND WIRE SCHEDULES SEE DRAWINGS
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
LOCATED IN ENERGY BUILDING
2C
SP
AR
E
15
MCPL10060
150L 100L 50100L
70
100L
II
60
40
100L
4D
225L
175150
SP
AR
E
MOTOR CONTROL CENTER 70MCC7004
SP
AR
E
ELEVATION - 70MCC7004
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
480V, 3 PHASE, 3 WIRE BUS AND GROUND BUS: 1200A
INTEGRATED SHORT CIRCUIT CURRENT RATING: 65,000A SYMMETRICAL
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
70MCC7003 & 70MCC7004 FUTURE LOAD: 35A
70MCC7003 & 70MCC7004 DEMAND LOAD: 579A
70MCC7003 & 70MCC7004 CONNECTED LOAD: 813A
15
100 100
600AF
600AT
N.C. 6A
BREAKER
CIRCUIT
TIE
BUS
** *** ** ** *
5BL
100L
50
4B
***
*** - PROVIDE BUCKET WIRING PER TYPE 3 SPARE ON DRAWING 80-E-319
- PROVIDE BUCKET WIRING PER TYPE 2 SPARE ON DRAWING 80-E-319
- PROVIDE BUCKET WIRING PER TYPE 1 SPARE ON DRAWING 80-E-319
SP
AR
E
SP
AR
E
1 1'-8"
20"
7'6
" 3"
20"
30" 30"
MAIN CIRCUIT BREAKERS IS OPEN.
THE BUS TIE CIRCUIT BREAKER UNLESS ONE OF THE
KIRK KEY INTERLOCK SHALL PREVENT THE CLOSING OF
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
(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
A
TYPECONDUCTORS PER CONDUITCONDUIT
B
C
D
F
1
1
1
1
3
-
-
-
-
-
-
PHASEQTY SIZE NEUT GRD
SINGLE LINE FEEDER SCHEDULE (THIS DWG. ONLY)
AND WIRE SCHEDULE TAKES PRECEDENCE.
SCHEDULE FOR COMPLETE SCHEDULE. CONDUIT
FOR REFERENCE ONLY. SEE CONDUIT AND WIRE
-
-
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.
FOR CONDUIT AND WIRE SCHEDULES SEE DRAWINGS
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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.
FOR LEGEND AND GENERAL NOTES SEE DRAWINGS R-71A,
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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.
FOR LEGEND AND GENERAL NOTES SEE DRAWINGS R-71A,
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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RICA
L
TCEL
E
12/12/2018
12/13/2018
C73039
NOTES:
PL
AN
T
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.
FOR LEGEND AND GENERAL NOTES SEE DRAWINGS R-71A,
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
CONCRETE REINFORCING
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.)
CONCRETE REINFORCING
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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12/12/2018
12/13/2018
C73039
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 &
70-E-102 FOR CONTINUATION
STUB OUT SEE DWG.
TO CHILLER 70-WC-03 &
SEE NOTE 8
R-72A & R-73A.
FOR LEGEND AND GENERAL NOTES SEE DRAWINGS R-71A,
70-E-501A THRU 70-E-503A.
FOR CONDUIT AND WIRE SCHEDULES SEE DRAWINGS
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
DUCT BANK COORDINATE:
N 5384.7500, 3104.8890
DUCT BANK COORDINATE:
N 5391.0418, 3104.8890
DUCT BANK COORDINATE:
N 5399.2563, 3104.8890
DUCT BANK COORDINATE:
BANKS EL. 407.50
TOP OF DUCT
70MCC7003-1A70MCC7001-1B
70MCC7001-1A
70-E-102 FOR CONTINUATION
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
NOTES:
70-E-311A
SHEET 1WIRING DIAGRAMS
NEW
EXISTING
NEW
EXISTING
1.
R-72A & R-73A.
FOR LEGEND AND GENERAL NOTES SEE DRAWINGS R-71A,
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
CUSTOM APPLICATION CONTROLLER
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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-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
CUSTOM APPLICATION CONTROLLER
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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-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
CONDUIT AND WIRE SCHEDULE
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
BREAKER 6B-ALARM & STATUS
BREAKER 6C-ALARM & STATUS
BREAKER 6D-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
BREAKER 1B-ALARM & STATUS
DEVICE 27X-2
BREAKER 2D-ALARM & STATUS
BREAKER 2C-ALARM & STATUS
BREAKER 3D-ALARM & STATUS
BREAKER 3C-ALARM & STATUS
BREAKER 5B-ALARM & STATUS
BREAKER 4B-ALARM & STATUS
BREAKER 6C-ALARM & STATUS
BREAKER 5C-ALARM & STATUS
BREAKER 7B-ALARM & STATUS
BREAKER 6D-ALARM & STATUS
-
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
BREAKER 2C-ALARM & STATUS
BREAKER 2B-ALARM & STATUS
BREAKER 3B-ALARM & STATUS
BREAKER 2D-ALARM & STATUS
BREAKER 3D-ALARM & STATUS
BREAKER 3C-ALARM & STATUS
GROUND
POWER
2
1 15
DEVICE 27X-2
BREAKER 1B-ALARM & STATUS
BREAKER 4B-ALARM & STATUS
BREAKER 7B-ALARM & STATUS
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
SHEET 2CONDUIT & WIRE SCHEDULE
NEW
EXISTING
NEW
EXISTING
NEW
EXISTING
NEW
EXISTING
63
63
WIRING
QUANTITY SIZE
FROM REMARKS
CONDUIT AND WIRE SCHEDULE
TO
3
-
-
-
-
-
-
-
-
-
-
-
-
-
-
14
-
-
-
-
-
-
-
1
8
14
10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
WIRING
QUANTITY SIZE
FROM REMARKS
CONDUIT AND WIRE SCHEDULE
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
SHEET 3CONDUIT & WIRE SCHEDULE
NEW
EXISTING
NEW
EXISTING
NEW
EXISTING
NEW
EXISTING
64
64
WIRING
QUANTITY SIZE
FROM REMARKS
CONDUIT AND WIRE SCHEDULE
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
CONDUIT AND WIRE SCHEDULE
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
70MCC7003-12 2 1/2 70MCC7003 70PCM01CONTROL & INDICATION
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
70MCC7004-10 2 1/2 70MCC7004 70PCM01CONTROL & INDICATION
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
LOAD DESCRIPTION LTG REC MIS CIR BKR
TOTAL
PHASE TOTAL TOTAL LOAD
0C0B A B C
VOLT-AMPERE
VOLTS 0 W
0A
- -- -
0C0B
VOLT-AMPERE
0ALTGRECMISCIRBKR LOAD DESCRIPTION
- ----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
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
- - - - 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
LOAD DESCRIPTION LTG REC MIS CIR BKR
TOTAL
PHASE TOTAL TOTAL LOAD
0C0B A B C
VOLT-AMPERE
VOLTS 0 W
0A
- -- -
0C0B
VOLT-AMPERE
0ALTGRECMISCIRBKR LOAD DESCRIPTION
- ---
- - -- - ---
- - -- - ---
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - - - -TOTAL
150
3 3
70LP1
ELECTRICAL ROOM SURFACE
70DP1
ELECTRICAL ROOM SURFACE
70IP1
ELECTRICAL ROOM SURFACE
70RP1
ELECTRICAL ROOM SURFACE
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
LOAD DESCRIPTION LTG REC MIS CIR BKR
TOTAL
PHASE TOTAL TOTAL LOAD
0C0B A B C
VOLT-AMPERE
VOLTS 0 W
0A
- -- -
0C0B
VOLT-AMPERE
0ALTGRECMISCIRBKR LOAD DESCRIPTION
- ---
- - -- - ---
- - -- - ---
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - -- - - - ----
- - - - - -TOTAL
150
3 3 70DP2
ELECTRICAL ROOM SURFACE
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
PLUMBING DETAILS - 1
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
PLUMBING DETAILS - 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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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
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
ORIGINAL IEC
CONTRACTOR
INSPECTOR
DATE STARTED
DATE COMPLETED
DATE
APPROVED: SUBMITTED BY:
FOR CITY ENGINEER
PROJECT ENGINEERDATE FILMED
CCS27 COORDINATE
CCS83 COORDINATE
CITY OF SAN DIEGO, CALIFORNIA
PROJECT MANAGER
CHECKED BY:
RCE#
DESCRIPTION BY APPROVED
WBS
PRINT DCE NAME
PUBLIC WORKS DEPARTMENT
CONSULTANT
B-16165
IDALMIRO DA ROSA
246-1719
COOLING WATER SYSTEM CHILLER UPGRADEMETROPOLITAN BIOSOLIDS CENTER
PLANS FOR THE CONSTRUCTION OF
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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