digitally signed 09/23/2020 station improvements
TRANSCRIPT
NO SCALE
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LAREDO, TX
PROJECT SITE
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SEPTEMBER 2020
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
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DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
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SHEETNUMBER
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SIERRA VISTA BOOSTER PUMPSTATION IMPROVEMENTS
CITY OF LAREDO
Garver Project No.18258055
1906 EAST TYLER AVENUE, SUITE DHARLINGEN, TX 78550
956-734-2375
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18258055
SEP. 2020
RC
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COVER
G001
01
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CR
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BY
Digitally Signed 09/23/2020
Re
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Plo
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ate
:
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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INDEX OF DRAWINGS
G002
02
GENERAL
SHTNO.
DWGNO. DESCRIPTION
01 G001 COVER
02 G002 INDEX OF DRAWINGS
03 G003 ABBREVIATIONS
04 G004 GENERAL LEGEND
05 G005 PROCESS AND INSTRUMENTATION DIAGRAM LEGEND
06 G006 STRUCTURAL NOTES AND LEGEND
07 G007 PROCESS MECHANICAL NOTES AND LEGEND
08 G008 ELECTRICAL NOTES AND LEGEND
PROCESS MECHANICAL
SHTNO.
DWGNO. DESCRIPTION
09 M131 PUMP ROOM MODIFICATION PLAN
10 M301 PUMP ROOM MODIFICATION SECTIONS
11 M501 PUMP ROOM ISOMETRIC
DEMOLITION
SHTNO.
DWGNO. DESCRIPTION
12 X131 PUMP ROOM DEMOLITION PLAN AND SECTIONS
ELECTRICAL
SHTNO.
DWGNO. DESCRIPTION
13 E101 SIERRA VISTA BOOSTER PUMP STATION ELECTRICAL PLAN
14 E301 EQUIPMENT ELEVATIONS AND I/O LIST
15 E501 ONE-LINE DIAGRAM MODIFICATIONS
16 E701 ELECTRICAL DETAILS
17 E702 BOOSTER PUMP VFDS CONTROL SCHEMATIC
18 E703 BOOSTER PUMP VFDS CONTROL SCHEMATIC CONT.
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ABBREV DESCRIPTION SHTTYPE
A AMP E
ABC ABOVE COUNTER E
ABDN ABANDON C
ABV ABOVE M
A/C AIR CONDITIONER, AIRCONDITIONING
M
ACC AIR COOLED CHILLER M
ACCU AIR COOLED CONDENSINGUNIT
M
ACS ACCESS CONTROLSYSTEM
E
ACU AIR CONDITIONING UNIT E
AFF ABOVE FINISHED FLOOR C,S,M,E
AFG ABOVE FINISHED GRADE E
AIC AMPS INTERRUPTINGCAPACITY
E
AL ALUMINUM S
ALUM ALUMINUM SULFATE C
AM AMP-METER E
AMP AMPERES M
ANN ANNUNCIATOR E
ANSI AMERICAN NATIONALSTANDARDS INSTITUTE
M
AP AERIAL PRIMARY E
APD AIR PRESSURE DROP M
APPROX APPROXIMATE C
ARCH ARCHITECT,ARCHITECTURAL
S
ARI AIR CONDITIONING &REFRIGERATIONINSTITUTE
M
AS AERIAL SECONDARY E
ASHRAE AMERICAN SOCIETY OFHEATING, REFRIGERATION& AIR CONDITIONINGENGINEERS
M
ASME AMERICAN SOCIETY OFMECHANICAL ENGINEERS
M
ASPH ASPHALT C
ASSY ASSEMBLY C
ASTM AMERICAN SOCIETY OFTESTING AND MATERIALS
M
ATS AUTOMATIC TRANSFERSWITCH
E
AUX AUXILIARY M,E
AWWA AMERICAN WATER WORKSASSOCIATION
M
BD BACKDRAFT DAMPER M
BFI BLOWN FUSE INDICATOR E
BFW BOILER FEED WATER M
BG BACK GOUGE S
BI BYPASS ISOLATION E
BKR BREAKER M,E
BLDG BUILDING C
BLK BLOCK C
BM BENCHMARK C
BOD BOTTOM OF DUCT M
BOP BOTTOM OF PIPE M
BOS BOTTOM OF STRUCTURE M
BOT BOTTOM C
BTU BRITISH THERMAL UNIT M
C CONDUIT E
CB CIRCUIT BREAKER E
CCJ CRACK CONTROL JOINT S
CCTV CLOSED CIRCUITTELEVISION
E
CFH CUBIC FEET PER HOUR M
CFM CUBIC FEET PER MINUTE M
CFS CUBIC FEET PER SECOND M
CGRS PVC COATED GALVANIZEDRIGID STEEL
E
CI CAST IRON C
CIP CAST IRON PIPE C
CIRC CIRCULATING M
CJ CONSTRUCTION JOINT C,S
CJP COMPLETE JOINTPENETRATION
S
CKT CIRCUIT M,E
CL CENTERLINE M,S,E
CL CLASS C
CLG CEILING M
COGEN COMBINED HEAT ANDPOWER GENERATION
C,M
CMU CONCRETE MASONRY UNIT C,S,M
COL COLUMN M
COM COMMON E
CONC CONCRETE C
CONN CONNECTION C
CONT CONTINUOUS C,S,E
CP CONTROL PANEL E
CP CONTROL POINT C
CPT CONTROL POWERTRANSFORMER
E
CPVC CHLORINATED POLYVINYLCHLORIDE
M
CR CONTROL RELAY E
CRI COLOR RENDERING INDEX E
CS CORD SET E
CU COEFFICIENT OFUTILIZATION
E
CU COPPER M
CW COLD WATER M
°C DEGREES CELSIUS M
DB DRY BULB M
dB DECIBEL M
DDC DIRECT DIGITALCONTROL(S)
M
DEB DIRECT EARTH BURIED E
DI DUCTILE IRON C
DIA DIAMETER C,S
DIP DUCTILE IRON PIPE C
DISC DISCONNECT M
DX DIRECT EXPANSION M
EA EXHAUST AIR, EXPANSIONANCHOR, EACH
C,S,M
EAT ENTERING AIRTEMPERATURE
M
EC EMPTY, EMBEDDEDCONDUIT
E
ECC ECCENTRIC M
EDB ENTERING DRY BULB M
EF EXHAUST FAN E
EF EACH FACE S
EFF EFFLUENT C
EG EQUIPMENT GROUND E
EJ EXPANSION JOINT S
EL, ELEV ELEVATION C,S,M,E
ELEC ELECTRICAL C,S,M
EMT ELECTRICAL METALLICTUBING
E
ENCL ENCLOSURE M
EQ EQUAL C
EQUIP EQUIPMENT M
ES EVENLY SPACED, EACHSIDE
S
ESP EXTERNAL STATICPRESSURE
M
ETM ELAPSED TIME METER E
EW EACH WAY S
EWB ENTERING WET BULB M
EWC ELECTRICAL WATERCOOLER
M
EWT ENTERING WATERTEMPERATURE
M
EX EXISTING C
EXH EXHAUST M
EXP EXPANSION C
EXIST EXISTING
EXT EXTERIOR S
FA FIRE ALARM M,E
FACP FIRE ALARM CONTROLPANEL
E
FC FAN COIL E
FCJ FLOOR CONSTRUCTIONJOINT
C
FD FLOOR DRAIN S
FDS FUSED DISCONNECTSWITCH
E
FFE FINISHED FLOORELEVATION
C,S
FH FIRE HYDRANT C
FIN GR FINISH GRADE C
FL FLOW LINE C,M
FLA FULL LOAD AMPERES M
FLEX FLEXIBLE M
FLG FLANGED C
FLR FLOOR S,E
FND FOUNDATION S
FOB FLAT ON BOTTOM M
FOC FIBER OPTIC CABLE E
FPM FEET PER MINUTE M
FRP FIBERGLASS REINFORCEDPIPE
C
FRP FIBERGLASS REINFORCEDPLASTIC
S,M,E
FS FLOAT SWITCH E
FS FOOTING STEP, FAR SIDE S
FT FEET, FOOT C,S,E
FTG FOOTING C
FVNR FULL VOLTAGENON-REVERSING STARTER
E
FVR FULL VOLTAGEREVERSING STARTER
E
°F DEGREES FAHRENHEIT M
GA GAUGE, GAGE M,S
GAL GALLON M
GALV GALVANIZED M,S
GFI,GFCI
GROUND FAULT CIRCUITINTERRUPTER
M,E
GL GAS LINE C
GND GROUND E
GPD GALLONS PER DAY M
GPH GALLONS PER HOUR M
GPM GALLONS PER MINUTE M
GR GRADE C
GRND GROUND M
GRS GALVANIZED RIGID STEEL E
GV GATE VALVE C
H,HT HEIGHT M
HD HEAD, HUB DRAIN M
HID HIGH INTENSITYDISCHARGE
E
HOA HAND-OFF-AUTOMATIC M,E
HORIZ HORIZONTAL C,S,M
HP HORSEPOWER, HEATPUMP
M,E
HR HOUR E
HSTAT HUMIDISTAT M
HTG HEATING M
HTR HEATER M
HW HOT WATER M
HWY HIGHWAY C
HYD HYDRANT M
Hz HERTZ M
ID INSIDE DIAMETER C,M
IDS INTRUSION DETECTIONSYSTEM
E
IE INVERT ELEVATION M
IG ISOLATED GROUND E
IJ ISOLATION JOINT S
IN INCHES C
IN WC INCHES OF WATERCOLUMN
M
INF INFLUENT C
INT INTERIOR S
INV INVERT C
ISP INDIVIDUALLY SHIELDEDPAIR
E
JB JUNCTION BOX E
JT JOINT C
KIP 1,000 POUNDS S
KLF KIPS PER LINEAR FOOT S
KSF KIPS PER SQUARE FOOT S
kVA KILOVOLT-AMPERES M,E
kVAR KILOVOLT-AMPERE,REACTIVE
E
kW KILOWATTS M,E
kWh KILOWATT-HOUR M
L LENGTH M
LA LIGHTNING ARRESTER E
LAT LEAVING AIRTEMPERATURE
M
LBS, # POUNDS S,M
LDB LEAVING DRY BULB M
LEN LENGTH C
LF LINEAR FEET M
LG LONG C
LIN LINEAL, LINEAR C
LLF LIGHT LOSS FACTOR E
LLH LONG LEG HORIZONTAL S
LLV LONG LEG VERTICAL S
LO LUGS ONLY E
LOC LOCATION C
LOR LOCAL-OFF-REMOTE E
LP LOW PRESSURE M
LRA LOCKED ROTOR AMPERES M
LSL LONG SLOT S
LT LEFT C
LTG LIGHTING M
LV LOW VOLTAGE E
LWB LEAVING WET BULB M
LWT LEAVING WATERTEMPERATURE
M
MANUF MANUFACTURER C
MAX MAXIMUM C,S
MBTU,MBH
1000 BTU PER HOUR M
MCA MINIMUM CIRCUITAMPACITY
M
MCB MAIN CIRCUIT BREAKER E
MCB MINIMUM CIRCUITBREAKER
M
MCC MOTOR CONTROL CENTER E
MCP MOTOR CIRCUITPROTECTOR
E
MD MOTORIZED DAMPER M
MECH MECHANICAL S
MFR MANUFACTURER S,M,E
MGD MILLION GALLONS PERDAY
C
MH MANHOLE, METAL HALIDE C,M
MIN MINIMUM C,S,E
MISC MISCELLANEOUS C
MJ MECHANICAL JOINT C
MLO MAIN LUGS ONLY E
MOCP MAXIMUM OVER CURRENTPROTECTION
M
MS MOTOR STARTER E
MTD MOUNTED E
N NORTH C
N.O. NORMALLY OPEN M
N/A NOT APPLICABLE M
NC NOISE CRITERIA,NORMALLY CLOSED
M
NCTO NORMALLY CLOSEDTIMED OPEN
E
NEC NATIONAL ELECTRICALCODE
M
NEMA NATIONAL ELECTRICALMANUFACTURER'SASSOCIATION
M
NEUT NEUTRAL E
NFDS NON-FUSED DISCONNECTSWITCH
E
NFPA NATIONAL FIREPROTECTIONASSOCIATION
M
NIC NOT IN CONTRACT C,M
NL NIGHT LIGHT E
NO,# NUMBER C
NOTC NORMALLY OPEN TIMEDCLOSED
E
NS NEAR SIDE S
NTS NOT TO SCALE C,M,E
NWSL NORMAL WATER SURFACELEVEL
C
OA OUTSIDE AIR M
OBD OPPOSED BLADE DAMPER M
OC ON CENTER C,S,E
OD OUTSIDE DIAMETER C,M
OFCI OWNER FURNISHED/CONTRACTOR INSTALLED
M
OH OVERHEAD M,E
OH OPPOSITE HAND S
OHP OVERHEAD PRIMARY E
OHS OVERHEAD SECONDARY E
OL OVERLOAD E
OS&Y OUTSIDE STEM AND YOKE M
OSHA OCCUPATIONAL SAFETY &HEALTH ADMINISTRATION
M
OVS OVERSIZED S
PB PUSH BUTTON E
PCF POUNDS PER CUBIC FOOT S
PD PROCESS DRAIN C,M
PE PLAIN END C
PEC PHOTO ELECTRIC CELL E
PF POWER FACTOR E
PFCC POWER FACTORCORRECTION CAPACITOR
E
PH, ø PHASE M
PI POINT OF INTERSECTION C
PIV POST INDICATOR VALVE M
PJP PARTIAL JOINTPENETRATION
S
PL PILOT LIGHT E
PL, PLS PLATE, PLACES C
PLF POUNDS PER LINEARFOOT
S
PMR PHASE MONITOR RELAY E
PNL PANEL M,E
PO PUSH ON C
PP POWER POLE C
PRV PRESSURE RELIEF VALVE S,M
PSF POUNDS PER SQUAREFOOT
S,M
PSI POUNDS PER SQUAREINCH
C,S,M
PSIA POUNDS PER SQUAREINCH ABSOLUTE
M
PSIG POUNDS PER SQUAREINCH GAUGE
M
PTT PUSH-TO-TEST E
PVC POLYVINYL CHLORIDE C,M,E
R, RAD RADIUS C
RA RETURN AIR M
RCP REFLECTED CEILING PLAN M
RCP REINFORCED CONCRETEPIPE
C
RD ROOF DRAIN M
RE: REFERENCE, REFER M
RECIRC RECIRCULATE M
RECPT RECEPTACLE E
RED REDUCER C
REINF REINFORCEMENT C,S,M
REQD REQUIRED C,S,M
RH RELATIVE HUMIDITY M
RHG REFRIGERANT HOT GAS M
RJ RESTRAINED JOINT C
RL REFRIGERANT LIQUID M
RLA RUNNING LOAD AMPERES M
RM ROOM M,E
ROW,R/W
RIGHT-OF-WAY C
RPM REVOLUTIONS PER MINUTE M
RS REFRIGERANT SUCTION M
RS RESILIENT SEAT C
RT RIGHT C
RVAT REDUCED VOLTAGEAUTO-TRANSFORMERSTARTER
E
RVSS REDUCED VOLTAGE SOFTSTARTER
S SECOND E
S SOUTH, SLUDGE C
SA SURGE ARRESTER E
SA SUPPLY AIR M
SCH SCHEDULE C
SD SMOKE DAMPER, STORMDRAIN
M
SDBC SOFT DRAWN BARECOPPER
E
SE SERVICE ENTRANCE E
SEC SECTION M
SECT SECTION C
SF SQUARE FEET C,M
SHT SHEET C,E
SIM SIMILAR S
SN SOLID NEUTRAL E
SP STATIC PRESSURE M
SPEC SPECIFICATIONS C,S
SQ SQUARE C,M
SS STAINLESS STEEL M,S,E
SS SANITARY SEWER C
SSL SHORT SLOT S
SSOL SOLID STATE OVERLOADRELAY
E
ST SOUND TRAP, STEAM TRAP M
STA STATION C,E
STD STANDARD C,S,M
STL STEEL S
SURF SURFACE M
SUSP SUSPEND, SUSPENDED M
SW SWITCH E
T&B TOP AND BOTTOM C,S
TBM TEMPORARY BENCHMARK C
TC TIME CLOCK E
TD TIME DELAY E
TDD TIME DELAY ONDE-ENERGIZATION
E
TDE TIME DELAY ONENERGIZATION
E
TEL TELEPHONE E
TEMP TEMPORARY, TEMPERED C
THD TOTAL HARMONICDISTORTION
E
THK THICKNESS C
THRU THROUGH M
TOB TOP OF BEAM S
TOC TOP OF CONCRETE S
TOC TOP OF CURB C
TOD TOP OF DUCT M
TOF TOP OF FOOTING S
TOS TOP OF STEEL S
TP TOTAL PRESSURE M
TSP TOTAL STATIC PRESSURE M
TSTAT THERMOSTAT M
TYP TYPICAL C,S,E,M
U/F UNDER FLOOR M
U/G UNDERGROUND M
U/S UNDER SLAB M
UG UNDER GROUND E
UGE UNDER GROUND ELECTRIC E
UGP UNDERGROUND PRIMARY E
UGS UNDERGROUNDSECONDARY
E
UH UNIT HEATER E
UL UNDERWRITERSLABORATORIES, INC.
M
UNO UNLESS NOTEDOTHERWISE
C,S,M,E
UTP UNSHIELDED TWISTEDPAIR
E
V VOLT, VALVE C,M,E
VA VOLT-AMPERE M,E
VAC VACUUM M
VAV VARIABLE AIR VOLUME M
VCJ VERTICAL CONSTRUCTIONJOINT
S
VD VOLUME DAMPER M
VERT VERTICAL C,S,M
VFD VARIABLE FREQUENCYDRIVE
E
VM VOLT-METER E
VT VENTILATOR C
VTR VENT THROUGH ROOF M
W WATT, WIRE, WIDTH,WINDOW, WATER
C,S,M,E
W/ WITH C,S,M,E
W/O WITHOUT C,M
WB WET BULB M
WC WATER COLUMN M
WH WEATHER HEAD E
WL WATER LINE C
WM WATT METER E
WP WEATHERPROOF E
WPD WATER PRESSURE DROP M
WS WATERSTOP C,S
WT WATERTIGHT, WEIGHT M
WTM WATER TRANSMISSIONMAIN
C
WWF WELDED WIRE FABRIC C
X BY C
XMFR TRANSFORMER M,E
ABBREV DESCRIPTION SHTTYPE
ABBREV DESCRIPTION SHTTYPE
ABBREV DESCRIPTION SHTTYPE
ABBREV DESCRIPTION SHTTYPE
ABBREV DESCRIPTION SHTTYPE
ABBREV DESCRIPTION SHTTYPE
GDT GRAPHIC DISPLAY TERMINAL
STP SHIELDED TWISTED PAIR
E
E
C,S,M
E
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION
M
Re
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Plo
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:
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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RC
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ABBREVIATIONS
G003
03
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Digitally Signed 09/23/2020
TRUE
TITLE DENOTES A PLAN VIEW LAYOUT(THIS EXAMPLE IS PLAN VIEW No. 1 ON SHEET A101)
A101 A301
1 TYP
?
TITLE DENOTES AN ELEVATION, SECTION, OR DETAIL VIEW LAYOUT(THIS EXAMPLE IS DETAIL 1 ON SHEET A201 WHICH HAS A BACK REFERENCE ON SHEET A101)
CALLOUT DENOTES A CUT SECTIONTYPICAL REFERENCE
(THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING SECTION No. 1 ON SHEET A301)
CALLOUT DENOTES AN ELEVATION REFERENCE(THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING ELEVATION No. 1 ON SHEET A201)
TYP
A401
1
A101
CALLOUT DENOTES AN ENLARGED AREA TYPICAL REFERENCE(THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING DETAIL No. 1 ON SHEET A401)
A401
1
A101
D05
2200-001CALLOUT DENOTES A STANDARD DETAIL REFERENCE
A201
CALLOUT DENOTES A KEYED NOTE REFERENCE
1
SYMBOL INDICATES NORTH DIRECTION
0
(IN FEET)
40' 60'10 20'
SYMBOL INDICATES A ROOM / AREA DESIGNATION WITH ROOM NUMBER AND SQUARE FOOTAGE
ROOM NAME
101
150 SF
SYMBOL INDICATES A GRAPHICAL BAR SCALE
CLOUDED REGION INDICATES A REVISED AREA
2
0
SYMBOL INDICATES A STRUCTURAL GRIDLINE OR DATUM
1ST FLOOREL. 602.50
SYMBOL INDICATES A DATUM IN A SECTION OR ELEVATION
SYMBOL DESCRIPTION
SCALE:
PROJECTNORTH
1 TITLE1/8" = 1'-0"A101
SCALE:
1 TITLE1/8" = 1'-0"A101 A201
GENERAL LEGENDR
evit F
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Plo
t D
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:
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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CDG
JAG
GENERAL LEGEND
G004
04
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Digitally Signed 09/23/2020
DA
II
PI
IF
PI
AD
-+
R
P
I
MASS
M
HE
D
M
S
F
V
G
M
P
P
RVSS
CAS
FCV13
I-501
I-501
ST
1"
FULL VOLTAGENON-REVERSING STARTER
CONTROL AND STATUS
ANALOG TO DIGITAL
DIGITAL TO ANALOG
FREQUENCY TO CURRENT
PRESSURE TO CURRENT
CURRENT TO PRESSURE
CURRENT BOOST/ REPEATER
DESCRIPTION
PROGRAMMABLELOGICCONTROLLER
SYMBOL
COMPUTERFUNCTION
SHARED DISPLAYSHARED CONTROL
BLOCK TAG
DISCRETEINSTRUMENTS
KEY
SYMBOL
PRIMARYLOCATION;OPERATOR
ACCESSIBLE
TEST POINT,TERMINAL BLOCK WITHSLIDING LINK ANDMINI-BANANA SOCKETS
SUM
CHARACTERIZATION
SQUARE ROOT
INTEGRATION
DIFFERENCE
-
ELECTRIC BINARY (ON-OFF) SIGNAL
LINE
HYDRAULIC SIGNAL
INTERNAL SYSTEM LINK(SOFTWARE OR DATA LINK)
CAPILLARY OR FILLED TUBE
MECHANICAL LINK
ELECTRIC SIGNAL
ELECTROMAGNETIC OR SONIC SIGNAL(UNGUIDED)
ELECTROMAGNETIC OR SONIC SIGNAL(GUIDED)
PNEUMATIC BINARY (ON-OFF) SIGNAL
PNEUMATIC SIGNAL
UNDEFINED SIGNAL
PROCESS CONNECTION
DESCRIPTION
LOOP POWER SUPPLY
POWER OF HYDROGEN
TURBIDITYTURB.
pH
PILOT LIGHT FORPROCESS SIGNALS
INSTRUMENTSSHARING COMMONHOUSING
RESET FOR LATCHTYPE OPERATOR
INTERLOCK LOGICWITH REFERENCE
PANEL MOUNTEDPATCHBOARD POINT
DIAPHRAGM SEAL
DESCRIPTIONSYMBOL
LINE
EXISTING EQUIPMENT
PROPOSED OR NEW EQUIPMENT
DESCRIPTION
ANNULAR SEAL
AREA/BUILDING BOUNDARY
PROCESS LINE - PRIMARY
PROCESS LINE - SECONDARY
SYMBOL
SLOPE ARROWARROW DIRECTION DOWN
LINE HEAT TRACEDAND INSULATEDST = STEAM TRACEDET = ELECTRIC TRACED
OUTSIDE GRADE LEVEL
DESCRIPTION
SHOWN ELSEWHERE
LINE DESCRIPTION
PACKAGE BOUNDARY
PROCESS
SYMBOL
SHEET INTERFACE
DRAWING TYPE
SHEET INTERFACE WITHPROCESS FLAG
EQUIPMENT TAG
DESCRIPTION
SHEET NUMBER
XXXX
KNIFE GATE VALVE
STOP CHECK VALVE
CHARACTERIZED OR
PRESSURE CONTROL
(SELF CONTAINED)
FLEXIBLE CONNECTION,GENERAL
THREADED TAP
EXPANSION JOINT
`Y' TYPE STRAINER
QUICK CONNECTOR
FLEXIBLE HOSE
STRAINER
FILTER
VEE-BALL VALVE
VALVE
VALVEVACUUM RELIEF
PRESSURE RELIEF
DIAPHRAGM VALVE
THREE WAY VALVE
FOUR WAY VALVE
GLOBE VALVE
ROTARY VALVE
NEEDLE VALVE
SPRAY NOZZLE
BLIND FLANGE
HOSE CONNECTION
DRAIN
SYMBOL DESCRIPTION
PLUG
UNION
BUTTERFLY VALVE
BALL VALVE
PLUG VALVE
DESCRIPTION
GATE VALVE
CHECK VALVE
SYMBOL
AIR CYLINDER
SYMBOL
INDICATE OPEN PORTS
LIMIT SWITCH
FAIL ARROWS
ELECTRO-HYDRAULIC
DIGITAL OPERATOR
OPERATOR
SOLENOID OPERATOR
MOTOR OPERATOR
DIAPHRAGM OPERATORPRESSURE BALANCED
CYLINDER OPERATOR
EDUCTOR/EJECTOR
HEATER W/FAN(INDUCED DRAFT)
HEATER, GENERAL
HYDRAULIC CYLINDER
HEAT EXCHANGER,GENERAL
HEATER W/FAN(FORCED DRAFT)
COUPLING
DYNAMIC PUMP
DYNAMIC COMPRESSOR
POSITIVE DISPLACEMENTCOMPRESSOR
POSITIVE DISPLACEMENTPUMP
SHAFT
SYMBOL
FLOAT OPERATOR
AIR DIAPHRAGM OPERATOR
CHAIN OPERATOR
POSITIONER
HAND OPERATOR
HAND OPERATOR (LONG)
DESCRIPTION DESCRIPTION
VARIABLE SPEED DRIVE
ELECTRIC MOTOR
AIR MOTOR
ELECTRIC GENERATOR
HYDRAULIC MOTOR
SYMBOL
pH ELECTRODE ASSEMBLY
TARGET ELEMENT
MASS FLOWMETER
MAGNETIC FLOWMETER
SONIC FLOWMETER
IN QUICK CHANGE FITTING
AVERAGING PITOT STATION
POSITIVE DISPLACEMENT
TURBINE ELEMENT
VORTEX SENSOR
FLOWMETER
WEIR
SINGLE PORT PITOT
VENTURI TUBE
FLUME
FLOW ORIFICE
SIGHT FLOW INDICATOR
ROTAMETER
FLOW ORIFICE
THERMOWELL
THREADED TAP
DESCRIPTION
PINCH VALVE
ULTRASONIC LEVEL TRANSMITTER
STOP GATE
BALL CHECK
PRESSURE SENSOR
FLOOR CLEANOUT
WATER HAMMER ARRESTER
GAUGE
P = PRESSUREV = VACUUMT = TEMPERATUREdP = PRESSURE DIFFERENTIAL
MUD VALVE
FLOAT SWITCH
REDUCED VOLTAGE SOFT STARTER
SLIDE GATE AIR RELIEF
RADAR LEVEL TRANSMITTERR
DIFFERENTIAL
RATIO (FRACTION)
INTEGRATE ORTOTALIZE
SAFETYS SPEED OR FREQUENCY
SURGE ARRESTOR, SEE SPECIFICATIONS
MULTIVARIABLE
VIBRATION ORMECHANICAL ANALYSIS
WEIGHT OR FORCE
UNCLASSIFIED
EVENT, STATE ORPRESENCE
TEMPERATURE
JI
Z
Y
POSITION
V
W
X
U
T
HAND (MANUALLY INITIATED)
CURRENT (ELECTRICAL)
TIME OR TIME-SCHEDULE
MOTION
USER CHOICE
USER CHOICE
PRESSURE OR VACUUM
QUANTITY OR EVENT
R
Q
O
P
N
RADIATION
K
M
L
J
H
I
LEVEL
POWER
MOMENTARY
SCAN
MEASURED ORINITIATINGVARIABLE
BURNER FLAME
CONDUCTIVITY (ELECTRICAL)
DENSITY (MASS) ORSPECIFIC GRAVITY
VOLTAGE (EMF)
GAUGING (DIMENSIONAL)
B
F
G
E
D
C
FLOW RATE
A ANALYSIS
FIRST LETTER
MODIFIER
SWITCH
MULTIFUNCTION
UNCLASSIFIED
MULTIFUNCTION
UNCLASSIFIED
WELL
DRIVE, ACTUATE ORUNCLASSIFIED FINALCONTROL ELEMENT
RELAY ORCOMPUTE
VALVE, DAMPER,OR LOUVER
UNCLASSIFIED
MULTIFUNCTION
TRANSMIT
MODIFIER
USER CHOICE
MIDDLE ORINTERMEDIATE
USER CHOICE
ORIFICE (RESTRICTION)
POINT (TEST POINT)
RECORD OR PRINT
USER CHOICE
LIGHT (PILOT)
INDICATE
USER CHOICE
CONTROL STATION
LOW
HIGH
SUCCEEDING LETTERS
USER CHOICE
PRIMARY ELEMENT
GLASS
READOUT ORPASSIVE
FUNCTION
ALARM
USER CHOICE
CONTROL
OUTPUTFUNCTION
INSTRUMENTS OR FUNCTIONS
INSTRUMENT LINE TYPES
SIGNAL CONDITIONERS
EQUIPMENT LINE TYPES INSTRUMENT POWER SUPPLY
AUX INSTRUMENTS OR FUNCTIONS
IDENTIFICATION, GENERAL
PIPING LINE TYPES
PIPING, MISCELLANEOUS
ACCESSORIES AND APPURTENANCES VALVES VALVE OPERATORS PROCESS EQUIPMENT INSTRUMENT PRIMARY ELEMENTS
MEANING OF FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS
FCO
PS
POWER SUPPLY, TYPE AND LEVEL SHOWN,ABBREVIATIONS AS FOLLOWS:AS - AIR SUPPLY
IA - INSTRUMENT AIRPA - PLANT AIR
ES - ELECTRIC SUPPLYGS - GAS SUPPLY
PURGE OR FLUSHINGDEVICE
AUXILIARYLOCATION;OPERATOR
ACCESSIBLE
LOCATIONNOT NORMALLY
OPERATORACCESSIBLE
FIELDMOUNTED
FVNR
f(x)
IA120
PSIG
AIR
CHOPPER PUMP W/NOZZLES
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DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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JCW
JAG
PROCESS ANDINSTRUMENTATIONDIAGRAM LEGEND
G005
05
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CR
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BY
Digitally Signed 09/23/2020
GENERAL NOTES:
STRUCTURAL STEEL NOTES: FOUNDATION NOTES:
GENERAL CONCRETE NOTES:
LEGEND:
GRIDLINE
% PERCENT
PLATE
± PLUS / MINUS
WATERSTOP
DIRECTION OFDECK SPAN
CENTERLINE
° DEGREES
FLANGE
1. GENERAL NOTES AND STANDARD DETAILS SHALL NOT REPLACE OR OVER RULE ANY STRUCTURE SPECIFIC NOTE, DETAIL, OR SPECIFICATION. STRUCTURE SPECIFIC NOTES AND DETAILS SHALL GOVERN OVER GENERAL NOTES AND STANDARD DETAILS.
2. RISK CATEGORY----------- III3. DESIGN LIVE LOADS - 2015 IBC
ROOF WITHOUT REDUCTION------------ 20 PSFFLOORS:CORRIDORS------------------------------------ 100 PSFASSEMBLY AREAS--------------------------- 100 PSFBALCONIES------------------------------------- 100 PSFRESTROOMS----------------------------------- 80 PSFOFFICES----------------------------------------- 50 PSFSTAIRS------------------------------------------- 100 PSFMOVABLE FILE ROOMS-------------------- 150 PSFINDUSTRIAL AREAS------------------------- 250 PSFEQUIPMENT ROOMS------------------------ 250 PSFAREAS WITH UNRESTRICTED VEHICULAR ACCESS----- AASHTO HS20
4. WIND LOAD PARAMETERS - ASCE 7-10BASIC WIND SPEED---------- 120 MPHEXPOSURE CATEGORY-----------CGCPI +/- 0.18 (ENCLOSED BUILDINGS)
5. SEISMIC DESIGN PARAMETERS - IBC 2015IMPORTANCE FACTOR, I--------1.25SITE CLASS--------------------------D
SEISMIC SPECTRAL ACCELERATIONSSs ----------------------0.051gS -----------------------0.017gSEISMIC DESIGN CATEGORY----------ADESIGN SPECTRAL ACCELERATIONSS ---------------------0.055gS --------------------0.028g
RESPONSE MODIFICATION FACTOR, R----------SEE INDIVIDUAL PLANSBASIC SEISMIC FORCE RESISTING SYSTEM--SEE INDIVIDUAL PLANSSEISMIC RESPONSE COEFFICIENT, Cs---------SEE INDIVIDUAL PLANSANALYSIS PROCEDURE------------------------------EQUIVALENT LATERAL FORCE
6. SNOW LOADS PARAMETERS - ASCE 7-10GROUND SNOW LOAD, P -----------0 PSFIMPORTANCE FACTOR, I -------------1.10EXPOSURE FACTOR, C -------------- 1.0THERMAL FACTOR, C --------------- 1.0SLOPED ROOF SNOW LOAD, P ---------------
7. THE STRUCTURE SHOULD NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING ALL TEMPORARY CONSTRUCTION BRACING, AS REQUIRED.
8. CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL TAKE ALL THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION, NEW AND EXISTING, AT ALL STAGES.
9. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ANY PERTINENT WORK. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE NOTED ON THE SHOP DRAWINGS.
10. COORDINATE WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, STRUCTURAL, AND ELECTRICAL DRAWINGS, AND VERIFY THE LOCATIONS AND SIZES OF THE CHASES, OPENING, INSERTS, SLEEVES, FINISHES, CONDUITS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS.
11. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND EXISTING CONDITIONS TO DETERMINE WHERE OPENINGS ARE REQUIRED IN WALLS AND SLABS.
12. STANDARD DETAILS APPLY UNLESS INDICATED OTHERWISE ON SPECIFIC STRUCTURE DRAWINGS.
1
DS
D1
G
e
T
s
1. UNLESS OTHERWISE SPECIFIED, HOT-ROLLED STEEL BUILDING MEMBERS USING W-SHAPES SHALL BE ASTM A992; M-, S-, AND C- SHAPES ASTM A36; SQUARE, RECTANGULAR & ROUND HSS SHAPES ASTM A 500 GRADE B; ANGLES AND MISCELLANEOUS STIFFENER PLATES ASTM A 36.
2. ALL SHEAR CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE STANDARD AISC WELDED OR AISC BOLTED CONNECTIONS AND SHALL HAVE SUFFICIENT CAPACITY TO SUPPORT THE END REACTION EQUAL TO ONE - HALF THE TOTAL UNIFORM CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES OF THE AISC ALLOWABLE STRESS DESIGN MANUAL - 13TH EDITION.
3. WELDING SHALL CONFORM WITH AWS D1.1 STRUCTURAL WELDING CODE.
4. ALL BOLTS FOR BEAM CONNECTIONS SHALL BE ASTM F3125 GRADE A325 WITH A MINIMUM DIAMETER OF 1/2" UNO. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS UNLESS NOTED AS SLIP CRITICAL. WASHERS SHALL BE INSTALLED UNDER NUTS OF FASTENERS WHEN REQUIRED BY THE SPECIFICATION FOR STRUCTURAL JOINTS.
5. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 36 UNO.
1. FLOOR SLAB CONSTRUCTION JOINTS (C.J.) SHALL BE PLACED AS SHOWN ON FOUNDATION PLANS AND SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.
2. FLOOR SLAB ISOLATION JOINTS SHALL BE 30# FELT UNO.
3. CONCRETE FLOOR AND SLAB ON GRADE MAY BE PLACED IN LANES. SPACING OF JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN. WHEN LANE PLACEMENT IS USED, CONSTRUCTION JOINTS SHALL BE USED FOR THE JOINTS BETWEEN LANES. SAW CUT CRACK CONTROL JOINTS SHALL BE PROVIDED ACROSS EACH LANE AT SPACING SHOWN ON PLANS.
4. ALL CONCRETE CORNERS SHALL BE CHAMFERED 3/4" ON THE EXTERIOR EXPOSED CORNER.
5. COMPACTED GRANULAR FILL OR BASE COURSE ROCK AS INDICATED AND SPECIFIED.
6. ALL PRESSURE PIPING BENEATH SLABS SHALL BE CONCRETE ENCASED.
7. VAPOR BARRIER REQUIRED BENEATH ALL INTERIOR BUILDING SLABS.
1. STRUCTURAL CONCRETE FOR BUILDING MEMBERS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 4,500 PSI UNO.
2. CONCRETE FOR SLABS SUBJECTED TO VEHICULAR WHEEL LOADS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 4,500 PSI.
3. HOLD SLUMP TO 3 TO 4 INCHES IN ALL FLOOR SLABS.
4. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4".
5. NON-PRESTRESSED CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A 615 GRADE 60.
6. REINFORCEMENT LAP SPLICES SHALL CONFORM TO STANDARD DETAIL D03/3000-100C.
7. CONCRETE COVER OVER REINFORCEMENT SHALL CONFORM TO THE MINIMUM REQUIRED BY STANDARD DETAIL D03/3000-101, UNO.
8. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO ACI 318 AND ACI 315.
9. NO REINFORCING BAR SHALL BE WELDED OR FIELD BENT IN ANY MANNER, UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS.
10. PROVIDE FULL EMBEDMENT FOR ALL DOWELS. IF NOT OTHERWISE SPECIFIED, DOWEL SIZE AND SPACING SHALL BE THE SAME AS MAIN REINFORCING.
11. MECHANICAL EQUIPMENT PADS ON FLOOR SLABS SHALL BE 6" THICK AND REINFORCED WITH #4 @ 12" EW, UNO.
12. WATERSTOP PIPE SLEEVES REQUIRED ON ALL WATERTIGHT WALLS AND FLOORS.
13. TREMIES REQUIRED ON ALL POURS DEEPER THAN 5 FEET.
14. ALL WATERSTOPS TO BE 6" PVC FLAT RIBBED OR 9" PVC CENTER BULB AND PLACED AT ALL WATERTIGHT POURS, UNO. REFER TO STANDARD DETAILS D03/3000-102A & B FOR WATERSTOP DETAILS.
15. ALL WATERTIGHT "HYDRAULIC" CONCRETE STRUCTURES SHALL PASS A 72 HOUR LEAKAGE TESTPRIOR TO BACKFILLING AROUND STRUCTURE.
16. WHEN WATERSTOP IS PLACED HORIZONTALLY IN SLABS, THE CONTRACTOR SHALL TEMPORARILY TIE UP OR CLAMP UP THE WATERSTOP UNTIL THE CONCRETE IS PLACED TO SLIGHTLY ABOVE THE DEPTH OF THE WATERSTOP.
17. VERTICAL WATERSTOP SHALL BE FULLY EMBEDDED IN SLAB POUR AND WELDED TO ALL ADJACENT WATERSTOP.
18. PROVIDE A MINIMUM OF SEVEN (7) DAYS BETWEEN ADJACENT POURS. CONCRETE SHALL MEET OR EXCEED DESIGN COMPRESSIVE STRENGTH PRIOR TO PLACING ADJACENT POURS.
19. CONTRACTOR SHALL SUBMIT TO ENGINEER FOR APPROVAL A SCHEDULE AND SEQUENCE OF CONCRETE PLACEMENT. SEQUENCE SHALL INCLUDE PERMITTING CURE TIME BETWEEN PLACEMENTS AT ADJACENT PROPOSED PLACEMENTS.
20. WALKWAYS AND SIDEWALKS SHALL BE POURED WITH SLIGHT SLOPE AND NO LOW SPOTS SO THEY WILL DRAIN FREE. ALL SLOPES SHALL COMPLY WITH ADA REQUIREMENTS.
21. ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BEINCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS FOR REVIEW. UNLESS INDICATED OTHERWISE, ALL CONSTRUCTION JOINTS TO BE KEYED. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN WALLS AND BEAMS, UNLESS SHOWN ON THE STRUCTURAL DRAWINGS.
22. SUBSTITUTION OF EXPANSION OR DRILLED AND GROUTED-IN ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE PERMITTED UNLESS APPROVED BY ENGINEER.
23. USE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR EQUIPMENT ANCHORAGE AND DETAILS. VERIFY EQUIPMENT SIZE AND WEIGHTS WITH ENGINEER PRIOR TOCONSTRUCTION OF ANY AND ALL EQUIPMENT PADS.
CL
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LP
Re
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Plo
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:
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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KAM
JAG
STRUCTURAL NOTESAND LEGEND
G006
06
RE
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BY
Digitally Signed 09/23/2020
M
S
PROJECT SPECIFIC FLOW STREAM IDENTIFICATION
S
H
FW FINISHED WATER
ABBREV DESCRIPTION
GENERAL PIPING NOTES:
NOTES:
PIPE AND FITTING SYMBOLSVALVE SYMBOLS
GATE SYMBOLSMISCELLANEOUS PIPING SYMBOLS
ACTUATOR SYMBOLS
SPECIAL INSTALLATION NOTE:
PIPING DESIGNATIONVALVE DESIGNATIONS
EXISTING PIPE
NEW PIPE
EXISTING PIPE TO BEABANDONED
EXISTING PIPE TO BEREMOVED
WELDED JOINT
GROOVED END JOINT
FLANGED JOINT
MECHANICAL JOINT
BELL & SPIGOT JOINT (LEADED)
HUB & SPIGOT JOINT(RUBBER GASKET)
BALL JOINT
ADAPTER SIDEGROOVED END ADAPTERFLANGE
FLANGED COUPLING ADAPTER
FLANGED COUPLING ADAPTERWITH THRUST TIES
FLEXIBLE COUPLING
FLEXIBLE COUPLINGWITH THRUST TIES
STEEL BELLOWS EXP. JOINT
ELASTOMER BELLOWS EXP.JOINT
ELBOW UP
ELBOW DOWN
TEE UP
TEE DOWN
LATERAL UP
LATERAL DOWN
CONCENTRIC REDUCER
ECCENTRIC REDUCER
REDUCING BUSHING
UNION
ELBOW, 45 DEGREE
TEE
CROSS
ELBOW, 90 DEGREE
LATERAL
STRAINER
SIGHT GLASS
FLEXIBLE (ELASTOMER)PIPE CONNECTION
GAUGE WITH COCK
THERMOMETER
ROTAMETER
PIG LAUNCHER
PIG CATCHER
BACKFLOW PREVENTER
REDUCER
FLEXIBLE HOSE
FLEXIBLE CONNECTOR
TYPICAL INSTRUMENTSYMBOL(SEE I&C LEGEND)
GATE
KNIFE GATE
BUTTERFLY
GLOBE
BALL
VEE-BALL
ECCENTRIC PLUG
PLUG OR COCK
NEEDLE
DIAPHRAGM
PINCH
SWING CHECK
BALL CHECK
HOSE VALVE (HV-X) OR (V-X)X = NO. IN SPECS
SAMPLE
MUD
PRESSURE RELIEF
AIR AND/OR VACUUMRELEASE
PRESSURE CONTROL
MULTI-PORT VALVE, ARROWINDICATES FLOW PATTERN.
TELESCOPING
ROTARY
ANGLE GATE INSTALLATION DETAILS FOR SPECIFICATION DIVISION 26 ELECTRICAL ARE NOT SHOWN ON MECHANICAL DRAWINGS FOR CLARITY. REFER TO SPECIFICATION DIVISION 26 INSTRUMENT SPECIFICATIONS, INSTRUMENT SCHEDULES AND LISTS, AND DESIGN DETAILS.COORDINATE MATERIAL AND INSTALLATION REQUIREMENTS.
ELECTRIC MOTOR
PNEUMATIC CYLINDER SINGLEOR DOUBLE ACTING ACTUATEDBY ONE INPUT
PNEUMATIC DIAPHRAGMSPRING-OPPOSED, SINGLE ORDOUBLE ACTING
HYDRAULIC
MANUAL
SOLENOID
SLUICE
BUTTERFLY
FLAP
SHEAR
FABRICATEDSLIDE
STOP LOG
X
MANUAL VALVES AND CHECK VALVES
SIZE OF VALVE
CONTROL VALVES
VALVE DESIGNATION
VALVE TYPE, SEESPECIFICATIONS
8" - V 500
FLOW DIRECTION
X
VALVE SYMBOL
BUBBLE WITH FUNCTION AND THE TAGNUMBER DESIGNATION (SEE I&C LEGENDFOR TAGGING INSTRUMENT IDENTIFICATION)
EXAMPLE:
PIPE FITTING ANDEND PATTERNS
16" RAS
16" RAS
FLOW STREAMIDENTIFICATION
PIPE DIAMETER
EXAMPLE:
BELLB
FLANGEF
SPIGOTS
GE
PE PLAIN END
GROOVED END
MECHANICAL JOINTMJ
F
MJ PE
PLAN VIEWELEVATION VIEW
SINGLE LINEDOUBLE LINESINGLE LINEDOUBLE LINE SINGLE LINEDOUBLE LINE
ANCHOR
CAP
PS
26-1-2
1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS; FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO, SEE PIPING SPECIFICATIONS.
2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.
3. EXISTING PIPE AND EQUIPMENT IS SHOWN WITH A DASHED LINE AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN WITH A HEAVY LINE.
1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED.
4. ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES OR PENETRATION SEALS SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL.
5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
6. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE PLANS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING COMPONENTS ARE NECESSARILY USED IN THE PROJECT.
7. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.
8. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER.
Re
vit F
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Plo
t D
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:
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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RC
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PROCESSMECHANICAL NOTESAND LEGEND
G007
07
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BY
Digitally Signed 09/23/2020
M
G
ETM
3
4
D
*
*
*
2
D1
EQUIPMENT PACKAGE
OR OR
20 AMP DUPLEX RECEPTACLE, MTD. 20" AFF TOBOTTOM, WITH #12 GROUND WIRE, "GFCI"INDICATES GROUND FAULT CIRCUIT INTERRUPTER,"WP" INDICATES WEATHERPROOF WHILE-IN-USEENCLOSURE AND COVER, BOX INDICATES FLOOROUTLET WITH RECESSED CAST JUNCTION BOX
20A
CAPACITOR, kVAR AS SHOWN
GENERATOR, RATINGS AS SHOWN
DUCT BANK, IDENTIFIER SHOWN, REFER TO DUCTBANK SCHEDULE FOR SIZE AND CONFIGURATION
MOTOR STARTER, SIZE AS SHOWN OR REQUIRED, FVNRUNLESS NOTED
TRANSFORMER, RATINGS AS SHOWN
ELECTRIC MOTOR, HORSEPOWER AS SHOWN
CIRCUIT BREAKER, TRIP RATING SHOWN, 3-POLEUNLESS NOTED OTHERWISE
HANDHOLE, IDENTIFIER SHOWN, REFER TOHANDHOLE SCHEDULE FOR SIZE
FUSE, CURRENT LIMITING, AMPERE RATING AS SHOWNOR REQUIRED, "BFI" INDICATES "BLOWN FUSEINDICATOR" TYPE
"A" INDICATES "AMBER LENS""G" INDICATES "GREEN LENS""R" INDICATES "RED LENS"
SELECTOR SWITCH, NUMBER OF POSITIONSAND CONTACTS AS SHOWN
GROUND
ELECTRICAL PANEL OR EQUIPMENT CABINET,RECESSED MOUNTED, 5'-6" TO TOP OFENCLOSURE
ELECTRICAL PANEL OR EQUIPMENT CABINET,SURFACE MOUNTED, 5'-6" TO TOP OF ENCLOSURE
FUSED DISCONNECT SWITCH, SIZE AS NOTED
COMBINATION DISCONNECT AND MOTORSTARTER, SIZE AS NOTED, FUSED TYPE SHOWN
NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED
1x4 FLUORESCENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTURE WITHEMERGENCY LIGHT (EL) BATTERY PACK, 1400LUMENS MINIMUM FOR 2 LAMPS
HOME RUN TO PANEL IN DEDICATED CONDUIT,RECEPTACLES AND EQUIPMENT SHALL HAVEDEDICATED GREEN GROUND WIRE. NUMBER OFARROWS INDICATES NUMBER OF PHASECONDUCTORS, LETTER(S) INDICATE NAME OF PANEL,NUMBER(S) INDICATE CIRCUIT NUMBERS
#
PILOT LIGHT;
RELAY COIL, "TR" INDICATES "TIMING RELAY"
LIMIT SWITCH CONTACT, HELD CLOSED
LIMIT SWITCH CONTACT, NORMALLY CLOSED
LIMIT SWITCH CONTACT, NORMALLY OPEN
LIMIT SWITCH CONTACT, HELD OPEN
H1H
20A/3P
1
20 HP
100 kW
3/4" x 10' COPPER CLAD GROUND ROD
WIRING TO FIELD DEVICE
WIRING WITHIN PANEL
RELAY CONTACT, NORMALLY CLOSED
RELAY CONTACT, NORMALLY OPEN
PUSHBUTTON SWITCH, NORMALLY CLOSED
PUSHBUTTON SWITCH, NORMALLY OPEN
TERMINAL BLOCK
ELAPSED TIME METER
ELECTRICAL CONNECTION
GROUND CONNECTION TO
PRESSURE SWITCH
LEVEL SWITCH
EXISTING EQUIPMENT
PROPOSED OR NEW EQUIPMENT
TIME DELAY CONTACT,
TIME DELAY CONTACT,
TIME DELAY CONTACT,
TIME DELAY CONTACT,
SOLENOID
OR
OR
F OR
GROUND RING OR UNDERGROUND
SWITCH, SINGLE POLE
SWITCH, FOUR WAY
SWITCH, THREE WAY
SWITCH, DOUBLE POLE
SWITCH, DIMMER
GROUND ROD AND TEST WELL
AIRTERMINAL
ENCLOSURE GROUND BAR
OPEN ON ENERGIZATION
CLOSE ON ENERGIZATION
CLOSE ON DE-ENERGIZATION
OPEN ON DE-ENERGIZATION
DATA AND TELEPHONE DUAL OUTLET
LIGHTING, POWER & SYSTEM LEGEND
GENERAL NOTES:
EQUIPMENT LINE TYPES
CONTROL SCHEMATIC LEGENDGENERAL NOTES:
1. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS DRAWING, BUT NOT BE UTILIZED ON THE PROJECT.
2. LIGHTING LEGEND SHOWS EXAMPLE IDENTIFIERS. REFER TO LIGHT FIXTURE SCHEDULE FOR SPECIFIC REQUIREMENTS.
1. THESE NOTATIONS ARE INTENDED TO BE GENERAL IN NATURE. THEY MAY OR MAY NOT APPLY TO SOME OR ALL OF THE PLAN SHEETS AND SPECIFICATIONS.
2. ALL RACEWAYS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES.
3. CONDUIT RUNS INDICATED ON THE PLAN SHEETS ARE INTENDED TO BE SCHEMATIC ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD ROUTING ALL CONDUIT RUNS AND SHALL COORDINATE ANY DEVIATION FROM ROUTING AS INDICATED HEREIN WITH THE ENGINEER. ALL CONDUIT SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT CONFLICTS WITH EQUIPMENT. EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS OR STRUCTURAL CONDITIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD ROUTING ALL CONDUITS NOT INDICATED ON THE PLAN SHEETS. THIS INCLUDES CIRCUITS FOR LIGHTING, RECEPTACLES AND OTHER MISCELLANEOUS EQUIPMENT CIRCUITS.
5. ALL CONDUITS SHALL BE ROUTED AND SUPPORTED IN SUCH A MANNER AS TO NOT COMPROMISE THE STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, AND ROOFS. WHERE REQUIRED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL STRUCTURAL SUPPORTING MEMBERS FOR THE INSTALLATION AND SHALL COORDINATE SUCH MEMBERS WITH ENGINEER.
6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF CONDUIT ENTRANCES FOR ALL EQUIPMENT WITH SHOP DRAWINGS BEFORE STUBBING UP CONDUITS.
7. ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR OF EXTERIOR WALLS OR IN OTHER LOCATIONS CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN A 1/4" MINIMUM AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.
8. PULLBOXES, IF SHOWN ON THE PLANS, ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE A WORKABLE INSTALLATION.
9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS.
10. ALL CONDUIT RUNS PASSING THROUGH EXPANSION JOINTS SHALL HAVE EXPANSION OR EXPANSION AND DEFLECTION TYPE FITTINGS. FOR LOCATIONS OF EXPANSION JOINTS, REFER TO THE STRUCTURAL DRAWINGS.
11. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUITS REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. IF EQUIPMENT SUPPLIED BY THE MANUFACTURER HAS A LARGER LOAD THAN THE VALUE SHOWN OR INDICATED, THE CABLE, CONDUIT AND ELECTRICAL EQUIPMENT MAY BE ENLARGED AS REQUIRED TO ACCOMMODATE THE HIGHER LOADING. HOWEVER, THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.
12. ALL MOTOR STARTER CONTROL POWER TRANSFORMERS SHALL BE SIZED TO PROVIDE SUFFICIENT VOLT-AMPERE CAPACITY FOR OPERATING ALL LOCAL AND REMOTE ELECTRICAL DEVICES ASSOCIATED WITH CONTROL OF THE MOTOR IN ADDITION TO THE STARTER COIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LOADING REQUIREMENTS FOR CONTROL POWER TRANSFORMERS.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPERLY SIZED STARTER OVERLOADS FOR ALL EQUIPMENT INSTALLED.
14. MOTOR CONTROL CENTERS AND ALL FREE STANDING PANELS SHALL BE SET ON CONCRETE HOUSEKEEPING PADS WITH LEVELING CHANNELS EMBEDDED IN THE PAD.
15. IN GENERAL, SEPARATE POWER, CONTROL AND INSTRUMENTATION WIRING. PROVIDE SEPARATE CONDUIT, PULL AND JUNCTION BOXES. PROVIDE SUITABLE CABLE BARRIER WITHIN PULL OR JUNCTION BOXES WHERE SEPARATION OF WIRING IS NOT SHOWN ON THE DRAWINGS.
16. IN AREAS WHERE THERE ARE OVERHEAD BRIDGE CRANES, HOISTS, DOORS OR OTHER SIMILAR ITEMS, NO CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO CONFLICT WITH PROPER OPERATION OF SUCH EQUIPMENT.
17. CONTRACTOR SHALL FURNISH AND INSTALL ITEMS AS NECESSARY FOR COMPLETE AND FUNCTIONAL SYSTEMS INCLUDING THE CHEMICAL FEED SYSTEMS, MECHANICAL SYSTEMS, AND PLANT INSTRUMENTATION SYSTEM/DISTRIBUTED CONTROL SYSTEM. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED AND SHALL PROVIDE CONDUIT, WIRING AND TERMINATIONS FOR ALL ITEMS AS REQUIRED.
18. CONTRACTOR SHALL REFER TO OTHER DRAWINGS FOR LOCATIONS OF FIREWALLS. ALL CONDUIT PENETRATIONS IN THESE WALLS SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO NOT REDUCE THE RATING OF THE FIREWALL THROUGH THE USE OF BOXES, SEALANTS AND OTHER ACCESSORIES AS MAY BE REQUIRED.
19. CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ITEMS RELATED TO THE MECHANICAL SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL ITEMS AS NECESSARY FOR COMPLETE AND OPERABLE MECHANICAL SYSTEMS HEREIN INCLUDING, BUT NOT LIMITED TO; CONTROL POWER TRANSFORMERS, STARTERS, THERMOSTATS, CONTROL STATIONS, AND OTHER ELECTRICAL ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DISCONNECTS FOR ALL MECHANICAL MOTORS UNLESS THE EQUIPMENT IS FURNISHED WITH AN INTEGRAL DISCONNECT FROM THE MANUFACTURER. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDUIT, WIRING AND TERMINATIONS FOR ALL COMPONENTS AS MAY BE NECESSARY FOR THE MECHANICAL SYSTEMS.
20. ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRPUTER RECEPTACLES WITH WEATHERPROOF COVERS.
21. EQUIPMENT LOCKOUTS SHALL BE IN STRICT ACCORDANCE WITH OWNER'S REQUIREMENTS.
22. ALL CONDUITS SHALL HAVE A GROUNDING CONDUCTOR, SIZED PER NEC.
23. ALL LIGHTING FIXTURES INSTALLED IN INSULATED LOCATIONS SHALL BE RATED FOR SUCH INSTALLATION REGARDLESS OF THE FIXTURE SCHEDULE DESIGNATION.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF NEW SERVICE INSTALLATIONS WITH OWNER, ENGINEER AND SERVICE UTILITY. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS AS REQUIRED BY SERVICE UTILITY FOR NEW SERVICE CONNECTIONS.
25. UNLESS NOTED OTHERWISE, ALL CONTROL PANELS SHALL BE FABRICATED SUCH THAT ALL OPERATORS AND INDICATING DEVICES INDICATED ON THE SCHEMATICS BE LOCATED ON THE FRONT DOOR OR COVER OF THE PANEL. OPERATING AND INDICATING DEVICES SHALL BE VISIBLE AND OPERABLE WITHOUT HAVING TO OPEN THE CONTROL PANEL.
26. DUCT BANKS INDICATED ARE FOR REFERENCE ONLY; THE CONTRACTOR SHALL REVIEW DRAWINGS RELATED TO INDIVIDUAL STRUCTURES AND VERIFY CONDUITS REQUIRED. THE CONTRACTOR SHALL VERIFY NUMBER OFCONDUITS AS INDICATED IN THE DUCT BANKS PRIOR TO INSTALLATION. PROVIDE A SPARE CONDUIT, EQUAL IN SIZE TO THE LARGEST CONDUIT IN USE, FOR EACH SET OF FOUR USED CONDUITS IN EACH DUCT BANK.
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HEAT TRACING FOR ALL EXPOSED WATER LINES TO BE INSTALLED IN THIS PROJECT. THE CONTRACTOR SHALL REVIEW OTHER SECTIONS OF THE DRAWINGS AND SPECIFICATIONS, AND PROVIDE SUITABLE HEAT TRACING COMPONENTS AS MAY BE REQUIRED, WHETHER INDICATED ON THE ELECTRICAL DRAWINGS OR NOT.
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DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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JCW
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ELECTRICAL NOTESAND LEGEND
G008
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Digitally Signed 09/23/2020
1
2
M131
2
EXISTING SPLIT CASE PUMPS
SUCTION LINE
DISCHARGE LINE
30" FW
20"
FW
24" FW
16"
FW
P-3 (OFCI)3
4
56
M131 M301
1
1
2
3
4
5
6
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DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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PUMP ROOMMODIFICATION PLAN
M131
09
SCALE:
PROJECTNORTH
1/4" = 1'-0"M131
1 MECHANICAL PLAN
NO DESCRIPTION
1 20" D.I. SPOOL, LENGTH AS REQUIRED (FLG x PE)
2 20" FLANGE COUPLING ADAPTER
3 20" x 12" D.I. ECCENTRIC REDUCER
4 16" CHECK VALVE, V605
5 16" x 10" D.I. REDUCER
6 FILLER FLANGE, LENGTH AS REQUIRED
KEYNOTES: INDICATED BY SYMBOL X
SCALE:
PROJECTNORTH
3/8" = 1'-0"M131
2 ENLARGED MECHANICAL PLAN
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Digitally Signed 09/23/2020
PROP. GROUNDEL. 491.0
1 2
PUMP SHALL BE ANCHORED AND GROUTED, SEE DETAIL
M301
2
M301
DISCHARGE LINE
SUCTION LINE
20" FW
16" FW
24" FW
P-3 (OFCI)
34 5
6
7
88
9
DRIP RIM BY PUMP MANUFACTURER
PUMP BASE FRAMEPUMP BASE FRAME FILLED WITH GROUT
FINISHED GROUT
GROUT BENEATH FRAME
LEVELING SHIM (LEFT IN PLACE)
2" DIA. PIPE SLEEVE, 4" LONG
FENDER WASHER, 11/16" I.D. 2 1/2" O.D.
TOP OF FOUNDATION LEFT ROUGH
5/8" DIA. ASTM F1554 GRADE 36 ANCHOR RODS WITH HEAVY HEX NUT WELDED TO BOLT
NOTE:
CONTRACTOR SHALL SUBMIT PUMP BASE SETTING PLAN TO ENGINEER FOR REVIEW. SETTING PLAN SHALL INCLUDE PUMP MANUFACTURER'S RECOMMENDATION OF NUMBER OF ANCHORS AND ANCHOR SIZE
FO
R G
RO
UT
3/4
" -
1 1
/2"
ALLO
WA
NC
E
12"
TY
P
1/4
" M
IN.
GLYCERIN FILLED PRESSURE GAUGE, 6" DIAL FACE, 0-160 PSI WITH 5 PSI GRADUATIONS TYPE 233.50 WIKA OR EQUAL
PRESSURE SNUBBERS
PRESSURE INDICATING TRANSMITTER, ROSEMOUNT 2088 (SEE NOTE 2)
1/2" - 14 NPT CONDUIT CONNECTION
1/2" NIPPLE
1/2" PIPE
1/2" DIELECTRIC UNION
1/2" BRASS NIPPLE
PRE-TAPPED DUCTILE IRON PIPE
1/2" BALL VALVE
1/2" NIPPLE
1/2" TEE
NOTES:
1. ALL PIPING SHOWN IS COPPER TYPE K UNLESS OTHERWISE NOTED.2. PLUG BRANCH OF TEE IF NO PRESSURE TRANSMITTER REQUIRED AT
LOCATION. SEE DRAWING M-301.
NOTES:
1. PROVIDE HALF ROUND RIGID INSULATION AND INSULATION PROTECTION SHIELD WHERE PIPING IS INSULATED 2. PROVIDE NEOPRENE WAFFLE INSULATION PAD, SIMILAR TO MASON TYPE "W" OR KORFUND 40, UNDER SUPPORT
FOOT WHEN PIPING IS ISOLATED OR SUPPORT IS ADJACENT TO MECHANICAL EQUIPMENT. 3. FOR BASE, HEIGHT AND FLANGE DIMENSIONS, SEE TABLE
2 1/2" THRU 36" PIPESEE NOTE 4
OR
PIPE SADDLESUPPORT OR
FLANGEDSUPPORT
PAINT SAMEAS PIPING
1 1/2" GROUT
STD PIPE FLANGE, ATTACH TOCONC WITH 4 SS STUD TYPEWEDGE ANCHORS
E
B
D
A
AS
RE
Q'D
C
OR
6" 15-3/8"20"
16" 12-3/8"4" 20"
25-1/2"3-1/2" 21"
22-1/4"3" 17-3/4"
DIMENSION TABLE
SIZEPIPE
A B C D MIN
E
MAX
SADDLE SUPPORTADJUSTABLE
FLANGE SUPPORTADJUSTABLE
RESTRAINED SUPPORTADJUSTABLE
22"
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JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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18258055
SEP. 2020
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PUMP ROOMMODIFICATIONSECTIONS
M301
10
NO DESCRIPTION
1 20" D.I. SPOOL, LENGTH AS REQUIRED (FLG x PE)
2 20" FLANGE COUPLING ADAPTER
3 20" x 12" D.I. ECCENTRIC REDUCER
4 16" x 10" D.I. REDUCER
5 16" CHECK VALVE, V605
6 1/2" AIR RELEASE VALVE, V750
7 ADJUSTABLE PIPE SUPPORT (SEE DETAIL 4/M301)
8 PRESSURE INDICATOR (SEE DETAIL 3/M301)
9 FILLER FLANGE, LENGTH AS REQUIRED
KEYNOTES: INDICATED BY SYMBOL X
SCALE: 3/8" = 1'-0"M131 M301
1 BOOSTER PUMP STATION SECTION
SCALE: NONEM301 M301
2 PUMP BASE LEVELING DETAILSCALE: NONEM301
3 TYPICAL PRESSURE INDICATION INSTALLATION
NOTES:
1. CONTRACTOR TO FIELD VERIFY EXISTING PIPING AND PROVIDE PROPOSED PIPING AS REQUIRED.
2. THIS PUMP AND MOTOR ARE OWNER FURNISHED, CONTRACTOR INSTALLED. CONTRACTOR SHALL REFER TO THE EQUIPMENT SUBMITTALS FOR ADDITIONAL INFORMATION FOR THE FURNISHED EQUIPMENT.
SCALE: NONEM301
4 ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT
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Digitally Signed 09/23/2020
Re
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Plo
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DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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SEP. 2020
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PUMP ROOMISOMETRIC
M501
11
SCALE: NONEM501
1 ISOMETRIC VIEW
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Digitally Signed 09/23/2020
EXISTING SPLIT CASE PUMPS(DO NOT DISTURB)
SUCTION LINE
DISCHARGE LINE
EXISTING BUTERFLY VALVE TO REMAIN
CLOSED
REMOVE BLIND FLANGE
EXISTING BUTERFLY VALVE TO REMAIN
CLOSED
EXISTING ELECTRICAL ROOM, SEE ELECTRICAL
PLANS
30" FW
20"
FW
16"
FW
24" FW
Re
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Plo
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:
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
BAR IS ONE INCH ONORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
SHEETNUMBER
REGISTRATION NO.F-5713
© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
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CIT
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MP
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18258055
SEP. 2020
RC
JAG
PUMP ROOMDEMOLITION PLANAND SECTIONS
X131
12
SCALE:
PROJECTNORTH
1/4" = 1'-0"X131
1 DEMOLITION PLANNOTE:
1. COORDINATE DISPOSAL OR SALVAGE OF EXISTING EQUIPMENT TO BE REMOVED WITH THE OWNER.
RE
VD
AT
ED
ES
CR
IPT
ION
BY
Digitally Signed 09/23/2020
1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING,
TERMINATIONS, DISCONNECTS, CONTROL ENCLOSURES AND OTHER
ITEMS AS NECESSARY FOR A COMPLETE AND FUNCTIONAL BOOSTER
PUMP STATION MODIFICATIONS. THE CONTRACTOR SHALL REFER TO
THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS
AS MAY BE REQUIRED.
2. UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED
EXPOSED. UNLESS OTHERWISE NOTED, ALL CONDUIT AND PORTIONS
OF THE CONDUIT SYSTEM SHALL BE GALVANIZED RIGID STEEL. ALL
BOXES, SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS
OF THE CONDUIT SYSTEM SHALL BE GALVANIZED RIGID STEEL.
3. CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND
INTERCONNECTIONS AS REQUIRED BY EQUIPMENT SUPPLIER.
4. VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.
5. COORDINATE ALL DISPOSAL OR SALVAGE OF ALL CONDUCTORS AND
EQUIPMENT WITH OWNER.
GENERAL NOTES:
REFER TO ONE-LINE DIAGRAM ON DRAWING NUMBER E501 FOR CONDUIT AND CONDUCTOR SIZES.
480VAC POWER FROM EXISTING SWITCHBOARD MSA TO NEW VARIABLE FREQUENCY DRIVE VFDCP-3.
480VAC POWER FROM VFD-3 TO NEW BOOSTER PUMP P-3, VIA EXISTING CONDUIT.
480VAC POWER FROM MSA TO NEW VFDCP-1, VIA EXISTING CONDUIT.
480VAC POWER FROM VFDCP-1 TO EXISTING BOOSTER PUMP P-1, VIA EXISTING CONDUIT.
(2-STP, 2-STP SPARE) 3/4"C ANALOG CONTROL SIGNALS FROM VFDCP-3 TO EXISTING RTU PANEL.
(13-#14, 4-#14 SPARE) 3/4"C DIGITAL CONTROL SIGNALS FROM VFDCP-3 TO EXISTING RTU PANEL.
(10 3-CONDUCTOR, SHIELDED, RTD CABLES, 4-PAIR STP SPARE) SIGNAL FROM VFDCP-3 TO P-3 IN
EXISTING CONDUIT.
(4-#14, 4-#14 SPARE) DIGITAL CONTROL SIGNALS FROM VFDCP-3 TO P-3 IN EXISTING CONDUIT.
(2-STP, 2-STP SPARE) 3/4"C ANALOG CONTROL SIGNALS FROM VFDCP-1 TO EXISTING RTU PANEL.
EXISTING CONDUIT AND ANALOG CONDUCTORS MAY BE REUSED, PROVIDE NEW AS REQUIRED.
(13-#14, 4-#14 SPARE) 3/4"C DIGITAL CONTROL SIGNALS FROM VFDCP-1 TO EXISTING RTU PANEL.
EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED, PROVIDE NEW AS REQUIRED.
(10 3-CONDUCTOR, SHIELDED, RTD CABLES, 4-PAIR STP SPARE) SIGNAL FROM VFDCP-1 TO P-1 IN
EXISTING CONDUIT.
(4-#14, 4-#14 SPARE) CONTROL SIGNALS FROM VFDCP-1 TO P-1 IN EXISTING CONDUIT.
COORDINATE DISPOSAL OR SALVAGE OF EXISTING REDUCED VOLTAGE SOFT STARTER WITH THE
OWNER. INSTALL NEW VFD-1 AFTER REMOVAL.
ELECTRICAL CONTRACTOR SHALL MAKE ALL REQUIRED PANEL MODIFICATIONS, INCLUDING
ADDITIONAL PLC MODULES, TERMINAL BLOCKS, CONDUIT, CONDUCTORS, CONTROL RELAYS,
ANALOG AND DIGITAL I/O CARDS, TO THE EXISTING RTU PANEL TO INCORPORATE THE NEW I/O.
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NEW CONDUCTORS FROM EXISTING PUMP P-1 TO
NEW VARIABLE FREQUENCY DRIVE CONTROL ENCLOSURE VFDCP-1 IN ELECTRICAL ROOM.
COORDINATE SALVAGE/DISPOSAL OF EXISTING CONDUCTORS WITH OWNER.
PROVIDE NEW CIRCUIT BREAKER IN EXISTING SWITCHBOARD FOR NEW VFDCP-3.
1
KEYED NOTES:
VFDCP-3
NEW VFD -
OFCI
VFDCP-2
EXISTING VFD
VFDCP-1
NEW VFD - OFCI
MSA
EXISTING
SWITCHBOARD
EXISTING MAIN
SERVICE BREAKER
EXISTING AUTOMATIC
TRANSFER SWITCH
EXISTING RTU PANEL
TO BE MODIFIED
P-3
NEW
BOOSTER
PUMP - OFCI
P-2
EXISTING
BOOSTER
PUMP
P-1
EXISTING
BOOSTER
PUMP
2
6
4
11
1
1
EXISTING STUBBED
UP CONDUIT
13
9
8
10
6
EXISTING AUTOMATIC
TRANSFER SWITCH
NEW MOTOR TERMINAL BOX.
FOR MOTOR LEAD AND CONDUIT
GROUNDING SEE DETAILS (TYP.):
EXISTING UTILITY
TRANSFORMER
10
7
2
3
4
5
6
7
8
9
10
11
12
13
14
15
EXISTING
STUBBED UP
CONDUIT
11
7
15
13
12
14
15
EXISTING
MOTOR
TERMINAL BOX
E701
1
E701
2
16
16
INSTALL ON EXISTING
HOUSEKEEPING PAD PER
MANUFACTURER'S
INSTRUCTIONS.
17
17
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
RE
V.
DA
TE
DE
SC
RIP
TIO
NB
Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY.
0
1"
DRAWING NUMBER
SHEET
NUMBER
SEPT. 2020
18258055
THIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED
HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL
SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE,
REPRODUCTION, OR DISTRIBUTION
OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED
HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY
GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING
PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
© 2020 GARVER, LLC
CIT
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LA
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DO
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SIE
RR
A V
IS
TA
B
OO
ST
ER
PU
MP
S
TA
TIO
N
IM
PR
OV
EM
EN
TS
REGISTRATION NO.
F-5713
File
: L
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82
58
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Im
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nts\D
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S - E
10
1.d
wg
L
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: 9
/2
2/2
02
0 5
:1
7 P
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ast sa
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alse
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/2
3/2
02
0 9
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r u
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JCW
WBW
E101
13
SIERRA VISTA
BOOSTER PUMP
STATION ELECTRICAL
PLAN
SCALE:
PROJECT
NORTH
1
4
" = 1'-0"
1
E101
BOOSTER PUMP STATION MODIFICATIONS
Digitally Signed 09/23/2020
SCALE: NONE
1
E301
RTU PANEL ELEVATION
SCALE: NONE
2
E301
EXISTING SOFTSTART ELEVATION
GENERAL NOTES:
1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, TERMINATIONS,
CONTROL ENCLOSURES AND OTHER ITEMS AS NECESSARY. CONTRACTOR SHALL REFER TO
THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE
REQUIRED.
2. UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED EXPOSED. UNLESS
OTHERWISE NOTED ALL CONDUIT AND PORTIONS OF THE CONDUIT SYSTEM WITHIN THE
INTERIOR OF THE BOOSTER PUMP STATION SHALL BE GALVANIZED RIGID STEEL. ALL BOXES,
SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS OF THE CONDUIT SYSTEM
SHALL BE GALVANIZED STEEL.
3. CONTRACTOR SHALL COORDINATE CONDUIT, WIRE, AND INTERCONNECTIONS AS REQUIRED
BY EQUIPMENT SUPPLIERS. MAKE ALL REQUIRED CONNECTIONS ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS. NOT ALL CONNECTIONS SHOWN.
4. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITIONS
OF THE NFPA 70 NATIONAL ELECTRIC CODE, STATE ELECTRIC CODE, AND LOCAL ELECTRIC
CODE.
EXISTING VFD 3502
TO REMAIN.
EXISTING SOFTSTART TO BE
REPLACED WITH VFD.
RTU PLC I/O ADDITIONS
I/O
TYPE
DESCRIPTION
SOURCE /
DESTINATION
DI
PUMP 3 MOTOR TRIP VFD-3
PUMP 3 VFD FAULT VFD-3
PUMP 3 RUNNING VFD-3
PUMP 3 H/O/A HS IN AUTO VFD-3
PUMP 3 H/O/A HS IN HAND VFD-3
PUMP 1 MOTOR TRIP VFD-1
PUMP 1 VFD FAULT VFD-1
PUMP 1 RUNNING VFD-1
PUMP 1 H/O/A HS IN AUTO VFD-1
PUMP 1 H/O/A HS IN HAND VFD-1
DO
PUMP 3 ENABLE VFD-3
PUMP 1 ENABLE VFD-1
HIGH PRESSURE INDICATION TO PUMP 3 VFD-3
HIGH PRESSURE INDICATION TO PUMP 1 VFD-1
AO
PUMP 3 SPEED SETPOINT VFD-3
PUMP 1 SPEED SETPOINT VFD-1
AI
PUMP 3 SPEED FEEDBACK VFD-3
PUMP 1 SPEED FEEDBACK VFD-1
SCALE: NONE
3
DB-301
RTU PLC I/O ADDITIONS
ELECTRICAL CONTRACTOR SHALL MAKE ALL REQUIRED PANEL
MODIFICATIONS, INCLUDING TERMINAL BLOCKS, CONDUIT, PLC
MODULES, CONDUCTORS, AND CONTROL RELAYS, TO THE EXISTING
RTU PANEL TO INCORPORATE THE NEW I/O LISTED ABOVE.
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
RE
V.
DA
TE
DE
SC
RIP
TIO
NB
Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY.
0
1"
DRAWING NUMBER
SHEET
NUMBER
SEPT. 2020
18258055
THIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED
HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL
SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE,
REPRODUCTION, OR DISTRIBUTION
OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED
HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY
GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING
PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
© 2020 GARVER, LLC
CIT
Y O
F L
AR
ED
O
LA
RE
DO
, T
EX
AS
SIE
RR
A V
IS
TA
B
OO
ST
ER
PU
MP
S
TA
TIO
N
IM
PR
OV
EM
EN
TS
REGISTRATION NO.
F-5713
File
: L
:\2
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8\1
82
58
05
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S
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PS
Im
pro
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nts\D
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S - E
30
1.d
wg
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: 6
/8
/2
02
0 2
:3
4 P
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ast sa
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d b
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alse
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4 P
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JCW
WBW
E301
14
EQUIPMENT
ELEVATIONS AND I/O
LIST
Digitally Signed 09/23/2020
EXISTING AUTOMATIC
TRANSFER SWITCH
G
EXISTING
GENSET
1,780KW
EXISTING
UTILITY
SERVICE
EXISTING
PAD-MOUNTED
XFMR 3ɸ
EXISTING
MAIN CIRCUIT
BREAKER
G
N
MEXISTING METER
EXISTING MAIN SWITCHBOARD MSA
800A/3P
G
N
M
NEW
VFDCP-1
OFCI
800A/3P
V
M
EXISTING
VFDCP-2
EXISTING
BOOSTER PUMP
400HP
P-1
EXISTING
BOOSTER PUMP
400HP
P-2
800A/3P
V
M
NEW
VFDCP-3
OFCI
NEW
BOOSTER PUMP
400HP
P-3
OFCI
800A/3P
TO EXISTING
MCC-1
2000A, 480/277VAC, 4W, 3ɸ
V
SCALE: NONE
1
E501
SIERRA VISTA BOOSTER PUMP STATION ONE-LINE MODIFICATIONS
1. ELECTRICAL WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE
NFPA 70 NATIONAL ELECTRICAL CODE, NFPA 101 LIFE
SAFETY CODE, NFPA 70E ELECTRICAL SAFETY CODE,
STATE ELECTRICAL CODE, AND LOCAL ELECTRICAL
CODE.
2. THE CONTRACTOR SHALL MAKE ELECTRICAL
CONNECTIONS TO EVERYTHING FURNISHED OR
INSTALLED BY THIS CONTRACT, WHETHER INDICATED
OR NOT ON THE ELECTRICAL DRAWINGS.
3. PROVIDE LUGS AS REQUIRED TO FIT WIRING.
4. CONTRACTOR SHALL VERIFY ALL MOTOR SIZES WITH
PROVIDED EQUIPMENT AND PROVIDE APPROPRIATELY
SIZED OVERCURRENT PROTECTIVE DEVICES AND
OVERLOADS AS REQUIRED.
GENERAL NOTES:
KEY NOTES:
1 INSTALL NEW CIRCUIT BREAKER IN EXISTING SWITCHBOARD. CIRCUIT BREAKER
KAIC RATING SHALL MATCH RATING OF THE EXISTING SWITCHBOARD.
2 SETS
(3-#500, #1/0G) 4"C
2 SETS
(3-#350, #1/0G)
SHIELDED VFD CABLE
VIA EXISTING 4"C
2 SETS
(3-#500, #1/0G)
VIA EXISTING 4"C
2 SETS
(3-#350, #1/0G)
SHIELDED VFD CABLE
VIA EXISTING 4"C
LSI
PM
30A/3P
SPD
1
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
RE
V.
DA
TE
DE
SC
RIP
TIO
NB
Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY.
0
1"
DRAWING NUMBER
SHEET
NUMBER
SEPT. 2020
18258055
THIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED
HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL
SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE,
REPRODUCTION, OR DISTRIBUTION
OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED
HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY
GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING
PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
© 2020 GARVER, LLC
CIT
Y O
F L
AR
ED
O
LA
RE
DO
, T
EX
AS
SIE
RR
A V
IS
TA
B
OO
ST
ER
PU
MP
S
TA
TIO
N
IM
PR
OV
EM
EN
TS
REGISTRATION NO.
F-5713
File
: L
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58
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S - E
50
1.d
wg
L
ast S
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: 9
/2
2/2
02
0 1
:4
8 P
M L
ast sa
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d b
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alse
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: 1
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: 9
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JCW
WBW
E501
15
ONE-LINE DIAGRAM
MODIFICATIONS
Digitally Signed 09/23/2020
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
RE
V.
DA
TE
DE
SC
RIP
TIO
NB
Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY.
0
1"
DRAWING NUMBER
SHEET
NUMBER
SEPT. 2020
18258055
THIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED
HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL
SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE,
REPRODUCTION, OR DISTRIBUTION
OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED
HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY
GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING
PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
© 2020 GARVER, LLC
CIT
Y O
F L
AR
ED
O
LA
RE
DO
, T
EX
AS
SIE
RR
A V
IS
TA
B
OO
ST
ER
PU
MP
S
TA
TIO
N
IM
PR
OV
EM
EN
TS
REGISTRATION NO.
F-5713
File
: L
:\2
01
8\1
82
58
05
5 - L
are
do
S
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rra
V
ista
B
PS
Im
pro
ve
me
nts\D
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win
gs\L
AR
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BP
S - E
70
1.d
wg
L
ast S
ave
: 6
/8
/2
02
0 2
:3
4 P
M L
ast sa
ve
d b
y: S
AH
alse
y
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alse
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: A
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: 1
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SAH
SAH
E701
16
ELECTRICAL DETAILS
HEAT-ACTIVATED MASTIC
SEALANT.
MOTOR LEAD
CROSS LINKED HEAT
SHRINKABLE RAYCHEM
POLYOLEFIN CAP
COMPRESSION
RING LUG
MOTOR FEEDER
CONDUCTOR
SCA LE:
1
E701
TYPICAL MOTOR LEAD DETAIL
NOT TO SCALE
SCA LE:
2
E701
CONDUIT GROUNDING DETAIL
NOT TO SCALE
NOTES:
ALL SERVICE, FEEDER AND CONTROL
CONDUITS SHALL BE GROUNDED ON
BOTH ENDS.
1.
GROUND
LUG.
CONDUITS
(TYPICAL)
ENCLOSURE
CROSS SECTION
(TYPICAL)
GROUND
CONDUCTOR
BACK PLANE OR
MOUNTING SCREW
MYERS SCRU-TITE WITH
GROUND HUB WITH THROAT
LINERS. (SIZE PER CONDUIT).
SCA LE:
3
E701
CONDUIT AND JUNCTION BOX SUPPORT DETAIL
NOT TO SCALE
UNISTRUT AND MOUNTING
HARDWARE.
JUNCTION BOX
CONDUIT CLAMP
2" EXPANSION
ANCHORS. MOUNT
EQUIPMENT IN
ACCORDANCE WITH
MANUFACTURER'S
RECOMMENDATIONS
UNISTRUT AND MOUNTING
HARDWARE.
NOTES:
1. UNISTRUT AND MOUNTING HARDWARE MATERIAL AS CALLED OUT IN
ELECTRICAL PLAN SHEETS AND SPECIFICATIONS.
2. SINGLE CONDUIT SHOWN. SIMILAR FOR MULTIPLE CONDUITS.
3. SIMILAR FOR ALL ELECTRICAL ENCLOSURES AND PANELS.
Digitally Signed 09/23/2020
REMOTE
RUN
(RTU-3500)
YI
-
PUMP VFD
FAULT RELAY
A
PTT
PUMP VFD
FAULT
INDICATOR
CR2-1
PUMP RUN
STATUS
RELAY
R
PTT
PUMP RUNNING
INDICATOR
CR3-1
VARIABLE FREQUENCY DRIVE
NO FAULT
VFD
MANUAL
SPEED
POTENTIOMETER
AUTO/MAN
CONT. ABOVE
+24V DC
SHIELD
ANLG IIN1 (-)
POT COMMON
ANLG OUT1 (-)
+10V
ANLG IN1 (+)
ANLG IN2 (-)
ANLG IN2 (+)
ANLG OUT1 (+)
RUN
FAULT
NOT RUN
RUN
CR
3-2
CR
2-2
YAI
-
YI
-
SI
-
SC
-
CR2
CR3
PUMP SPEED REFERENCE
PUMP SPEED FEEDBACK
RESET
VFD RESET
LOCAL GRAPHIC
DISPLAY TERMINAL
(GDT)
GC
R C
OM
ETM
M
CPT
CAPACITY
EXTRA
480V
EG
120V
GND
BAR
POWER ON
DELAY RELAY
TD1
480 V,
3-PH,
60 Hz
NEMA 1B
TD1-1
NOTC
CR0
POWER RUN
RELAYCR0-1
CR1
PUMP
RUN RELAY
CONT. BELOW
SCALE: NONE
1
E702
BOOSTER PUMP VFDCP-1 AND VFDCP-3 CONTROL SCHEMATIC
YC
-
VFD-3
CR
4-2
YAI
-
HAND
OFF
AUTO
XOO
OOX
XOO
OOX
XOO
VFD-3
VFDCP-3
P-3
CR3-3
PUMP MOTOR SPACE
HEATER
PUMP MOTOR
PROTECTION RELAY
NOT TRIPPED
CR4
(P-1
BOOSTER PUMP MOTOR)
(N)
(L)
CR1-1
CONT. BELOW
BOOSTER PUMP
YI
-
(RTU-3500)
(RTU-3500)
(RTU-3500)
PAI
-
(RTU-3500)
CR5
A
PTT
HIGH DISCHARGE
PRESSURE
HIGH DISCHARGE
PRESSURE INDICATOR
A
PTT
PUMP MOTOR
PROTECTION RELAY TRIP
MOTOR PROTECTION
RELAY TRIP
(E703)
(N)
(L)
CR5-1
TO MOTOR
PROTECTION RELAY
369PLUS
(E703)
PHASE A
CT
PHASE B
CT
PHASE C
CT
GROUND
CT 50:0.025
113
111
CR4-1
CONT. ON E703
MSA
1 FURNISH AND INSTALL NEW 800A/3P CIRCUIT BREAKER FOR NEW VFD VFDCP-3 IN
EXISTING MAIN SWITCHBOARD MSA. VFDCP-1 TO REUSE EXISTING 800A CIRCUIT
BREAKER.
KEYNOTES:
1
P-1
VFDCP-1
VFD-1
112
VFD-1
YAI
-
PAI
-
YAI
-
YI
-
YI
-
YI
-
YC
-
SI
-
SC
-
NOTE:
THIS EQUIPMENT IS OWNER FURNISHED,
CONTRACTOR INSTALLED. CONTRACTOR SHALL
REFER TO THE EQUIPMENT SUBMITTALS FOR FINAL
SCHEMATICS FOR THE FURNISHED EQUIPMENT.
(RTU-3500)
(RTU-3500)
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
RE
V.
DA
TE
DE
SC
RIP
TIO
NB
Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY.
0
1"
DRAWING NUMBER
SHEET
NUMBER
SEPT. 2020
18258055
THIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED
HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL
SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE,
REPRODUCTION, OR DISTRIBUTION
OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED
HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY
GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING
PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
© 2020 GARVER, LLC
CIT
Y O
F L
AR
ED
O
LA
RE
DO
, T
EX
AS
SIE
RR
A V
IS
TA
B
OO
ST
ER
PU
MP
S
TA
TIO
N
IM
PR
OV
EM
EN
TS
REGISTRATION NO.
F-5713
File
: L
:\2
01
8\1
82
58
05
5 - L
are
do
S
ie
rra
V
ista
B
PS
Im
pro
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nts\D
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S - E
70
1.d
wg
L
ast S
ave
: 6
/8
/2
02
0 2
:3
4 P
M L
ast sa
ve
d b
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AH
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alse
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SAH
SAH
E702
17
BOOSTER PUMP
VFDS CONTROL
SCHEMATIC
Digitally Signed 09/23/2020
MOTOR PROTECTION RELAY
369PLUS
105 106 107 108 109 110
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
1
2
3
4
5
6
7
8
9
10
11
12
RTD 4
RTD 5
RTD 6
RTD 7
-
COM
RTD 1
RTD 2
RTD 3
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
41
42
43
44
45
46
47
48
29
30
31
32
33
34
35
36
37
38
39
40
RTD 11
RTD 12
-
COM
RTD 8
RTD 9
RTD 10
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
-
COM
+
SHIELD
TRIP
VA VN VB VN VC VN
VOLTAGE INPUTS
OPTION
93 9492
1A COM5A
PHASE A C/T
101104 103
50:
0.025
COM 5A
NEW/GROUND C/T
96 9795
1A COM5A
PHASE A C/T
99 10098
1A COM5A
PHASE A C/T
102
1A
91 90
N V
BACKSPIN
OPTION
123
124
125
126
FILTER GROUND
LINE +
NEUTRAL -
SAFETY GROUND
111
112
113
114
115
116
117
118
119
120
121
122
ALARM
AUX 1
AUX 2
SPARE
51
52
53
54
55
56
57
58
59
60
61
62
ACCESS
SWITCH
EMERG.
RESTART
EXTERNAL
RESET
SPEED
SWITCH
DIFFERENTL.
RELAY
AN
ALO
G
OU
TP
UT
S
OP
TIO
N
80
81
82
83
84
85
1+
2+
3+
4+
COM.
SHIELD
7271
-+
73
SHLD
RS485
CHANNEL 1
7574
-+
76
SHLD
RS485
CHANNEL 2
7877
-+
79
SHLD
RS485
CHANNEL 3
7877
RXTX
FIBER
OPTION
DB-9
ALTERNATE CONNECTION
FOR COMMON SHIELD
NEMA 1BVFDCP-3
SCALE: NONE
1
E703
BOOSTER PUMP VFDCP-1 AND VFDCP-3 CONTROL SCHEMATIC CONT.
CONT. ON E702
GENERAL NOTES:
1. OUTPUT RELAYS SHOWN CONTROL POWER APPLIED, NO TRIPS, NO ALARMS.
2. USE TWISTED PAIR FOR CONNECTIONS TO TERMINALS 44 THROUGH 59, ALSO 84 & 85.
3. ALL RTDS MUST BE OF THE SAME TYPE.
4. VERIFY ZERO SEQUENCE CONNECTION FOR GROUND FAULT, AS IS SHOWN. MODIFY
GROUND FAULT CONNECTION AS REQUIRED.
5. USE SHIELDED TWISTED PAIR WITH USING THE 2000:1 INPUT TERMINALS 73 AND 74.
6. THE 2000:1 TERMINALS (#73 AND #74) ACCEPT INPUT ONLY FROM A 50:0.025 (2000:1 RATIO)
MULTILIN CURRENT SENSOR. TERMINALS #73 AND #74 DO NOT ACCEPT INPUT FROM A 1A
SECONDARY CT.
7. RTD SHIELDS SHOULD NOT BE GROUNDED EXTERNALLY, AS THEY ARE INTERNALLY
CONNECTED TO THE RELAY GROUND TERMINAL #42.
GROUND BUS
1 MULTILIN 369PLUS TO BE LOCATED IN NEW VFDCP-1 AND VFDCP-3 ENCLOSURES.
CONNECTIONS SHOWN FOR MULTILIN 369PLUS MOTOR PROTECTION RELAY ARE AS
EXPECTED. CONTRACTOR TO VERIFY ALL CONNECTIONS OF MOTOR PROTECTION RELAYS
PRIOR TO CONSTRUCTION AND MODIFY WIRING SHOWN AS REQUIRED.
OUTPUT RELAYS TO BE PROGRAMMED AS FAIL-SAFE. RELAYS SHOWN WITH CONTROL POWER
REMOVED.
KEYNOTES:
1
SCALE: NONE
2
E703
EXISTING PUMP 1 SOFT START ENCLOSURE
EXISTING SOFT-START FOR
PUMP 1 TO BE REPLACED
WITH NEW VFD.
(L)
2
(N)
2
TWISTED
SHIELDED
PAIR
VFDCP-1
CONT. ON E702
TRIPPED
NOT TRIPPED
DRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:
RE
V.
DA
TE
DE
SC
RIP
TIO
NB
Y
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY.
0
1"
DRAWING NUMBER
SHEET
NUMBER
SEPT. 2020
18258055
THIS DOCUMENT, ALONG WITH THE
IDEAS AND DESIGNS CONVEYED
HEREIN, SHALL BE CONSIDERED
INSTRUMENTS OF PROFESSIONAL
SERVICE AND ARE PROPERTY OF
GARVER, LLC. ANY USE,
REPRODUCTION, OR DISTRIBUTION
OF THIS DOCUMENT, ALONG WITH
THE IDEAS AND DESIGN CONTAINED
HEREIN, IS PROHIBITED UNLESS
AUTHORIZED IN WRITING BY
GARVER, LLC OR EXPLICITLY
ALLOWED IN THE GOVERNING
PROFESSIONAL SERVICES
AGREEMENT FOR THIS WORK.
© 2020 GARVER, LLC
CIT
Y O
F L
AR
ED
O
LA
RE
DO
, T
EX
AS
SIE
RR
A V
IS
TA
B
OO
ST
ER
PU
MP
S
TA
TIO
N
IM
PR
OV
EM
EN
TS
REGISTRATION NO.
F-5713
File
: L
:\2
01
8\1
82
58
05
5 - L
are
do
S
ie
rra
V
ista
B
PS
Im
pro
ve
me
nts\D
ra
win
gs\L
AR
SV
BP
S - E
70
1.d
wg
L
ast S
ave
: 6
/8
/2
02
0 2
:3
4 P
M L
ast sa
ve
d b
y: S
AH
alse
y
La
st p
lo
tte
d b
y: H
alse
y, S
co
tt A
. P
lo
t S
tyle
: A
EC
mo
no
.ctb P
lo
t S
ca
le
: 1
:0
.4
25
5 P
lo
t D
ate
: 9
/2
2/2
02
0 5
:0
4 P
M P
lo
tte
r u
se
d: D
WG
T
o P
DF
.p
c3
SAH
SAH
E703
18
BOOSTER PUMP
VFDS CONTROL
SCHEMATIC CONT.
Digitally Signed 09/23/2020