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1. 2.
3. 4.
5. 6.
7. 8.
9. 11.
12. 13.
10. 14.
THE COMPLETED INSTALLATION SHALL COMPLY WITH APPLICABLE
FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND
REGULATIONS. THE CONTRACTOR SHALL OBTAIN NECESSARY
PERMITS AND INSPECTIONS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. ALL WORK SHALL BE COMPLETED IN A NEAT,
WORKMANLIKE MANNER IN ACCORDANCE WITH THE LATEST NEC
STANDARDS OF INSTALLATION UNDER COMPETENT SUPERVISION.
INSTALL GROUNDING PER NEC.
VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH
EXISTING CONDITIONS AND OTHER FACTORS, WHICH MAY AFFECT THE EXECUTION OF THE WORK. INCLUDE ALL RELATED COSTS IN THE INITIAL BID PROPOSAL.
THE CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITIES
PROVIDING SERVICES ON THIS PROJECT, AND SHALL COMPLY WITH ALL THEIR INSTALLATION REQUIREMENTS.
ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY,
MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, UL, OR OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURERS' NAMES,
MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE,
QUALITY, APPEARANCE, USEFULNESS, AND BID PRICE.
PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED
AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS, OR
ANY OTHER PREVENTABLE CAUSES. EQUIPMENT DAMAGED DURING
SHIPPING OR CONSTRUCTION, PRIOR TO ACCEPTANCE BY THE
ENGINEER OR THE OWNER, WILL BE REJECTED AS DEFECTIVE.
LEAVE THE SITE CLEAN. REMOVE ALL DEBRIS, EMPTY CARTONS,
TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE
EQUIPMENT AND MATERIALS USED IN THE WORK DURING
CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT
AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL
ACCEPTANCE OF WORK. DAMAGED PAINT AND FINISHES SHALL BE
TOUCHED UP OR REPAINTED WITH MATCHING COLOR PAINT AND
FINISH.
CIRCUIT CONDUCTORS #6 AWG OR SMALLER SHALL BE THWN
STRANDED COPPER. #4 AWG THROUGH #2 AWG SHALL BE XHHW
STRANDED COPPER. #1 AWG OR LARGER SHALL BE XHHW-2
STRANDED COPPER. MINIMUM POWER CONDUCTOR SIZE SHALL BE
#12 AWG WITH #12 AWG GROUND. ALL WIRE TO BE SIZED PER NEC TABLE 310-15 (B)(16), 75° C BASED ON A 30° C AMBIENT.
UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM
CONDUIT DEPTH SHALL BE 24 INCHES. MINIMUM UNDERGROUND
CONDUIT SIZE SHALL BE 1 INCH.
MINIMUM CONDUIT DEPTH UNDER SLAB SHALL BE 1 INCH.
CONDUITS SHALL BE MARKED AT EACH END WITH MATCHING
NUMBERED BRASS OR NYLON TAGS. SPARE CONDUITS SHALL HAVE A PULL STRING INSTALLED AND SECURED.
EXPOSED CONDUITS SHALL BE GALVANIZED RIGID STEEL (GRS).
MINIMUM SIZE 3/4 INCH, UNLESS OTHERWISE NOTED ON THE PLANS.
SAFETY SWITCHES, ELECTRICAL DISTRIBUTION EQUIPMENT,
CONTROL PANELS, AND OTHER ELECTRICAL DEVICES SHALL BE UL LISTED, AND RATED FOR HEAVY DUTY SERVICE.
WIRING DEVICES SHALL BE SPECIFICATION GRADE.
THE CONTRACTOR IS RESPONSIBLE FOR MANAGING, SCHEDULING,
DOCUMENTING, AND PERFORMING THE WORK SO THAT A COMPLETE
ELECTRICAL, INSTRUMENTATION AND CONTROL SYSTEM FOR THE
FACILITY IS PROVIDED. ACCURATE SHOP AND RECORD DRAWINGS,
AND OEM MANUALS SHALL BE SUBMITTED PRIOR TO FINAL
ACCEPTANCE OF THE WORK.
TYPICAL DETAILS SHALL APPLY IN ALL CASES, WHETHER
SPECIFICALLY REFERRED TO OR NOT.
REFER TO SPECIFICATION 260533 "RACEWAYS AND BOXES FOR
ELECTRICAL SYSTEMS" FOR CONDUIT SPACING AND ROUTING
REQUIREMENTS.
TRANSFORMER
SCHEMATIC LINETYPES
MANUFACTURER/SHOP WIRE
TYPICALLY INSTALLED OFF-SITE
FIELD/CONTRACTOR
INSTALLED WIRE
EXISTING OR FUTURE
FIELD/CONTRACTOR
INSTALLED WIRE
EXISTING OR FUTURE
MANUFACTURER/SHOP WIRE
SCHEMATIC SYMBOLS
DEVICE CONNECTION
LUG OR TERMINAL
SCHEMATIC POINT OF
CONNECTION
TRIP RATING
BREAKER TYPE
AMPERE RATING
NEMA RATING
AMPERE RATING
FUSE TYPE
CIRCUIT BREAKER
DISCONNECT
FUSE
FUSED DISCONNECT
AMPERE RATING
FUSE TYPE
AMPERE RATING
NEMA RATING
POWER STABS BUS
CONNECTION
POWER STABS LOAD CONNECTION
MOTOR OVERLOAD RELAY
SOLENOID VALVE
NORMALLY CLOSED CONTACT
NORMALLY OPEN CONTACT
MOTOR, NUMBER
DESIGNATES NEMA
HORSEPOWER SIZE
CURRENT TRANSFORMER
CT TURNS RATIO
NUMBER OF CT'S3
100:5
METER TYPE DESIGNATION
NUMBER OF PT'S
POTENTIAL TRANSFORMER
3 480:120
MOTOR STARTER,
CONTACTOR, RELAY OR
TIMER COIL
M
AM = AMMETER
SSM = SOLID STATE METER
UM = UTILITY METER
VM = VOLTMETER
WHM = WATT HOUR METER
WM = WATT METER
METERING EQUIPMENT
PT VOLTAGE RATIO
UM
GENERATOR
NEMA RATING
AMPERE RATING
MANUAL OR AUTOMATIC TRANSFER SWITCH
3R
600A
TRANSIENT VOLTAGE SURGE SUPRESSOR
TVSS CLASSIFICATIONCLASS C
TVSS
FULL VOLTAGE NON-REVERSING STARTER (FVNR)
STARTER TYPE AND SIZE
NEMA
1 SIZE
STARTER TYPE AND SIZE
FULL VOLTAGE REVERSING STARTER (FVR)
SIZE
1 NEMA
TWO-SPEED STARTER
STARTER TYPE AND SIZENEMA
SIZE
1 LOAD REACTOR
VARIABLE FREQUENCY DRIVEVFD
HARMONIC FILTERHF
LR
REDUCED VOLTAGE SOFT
STARTERRVSS
ELECTRICAL BUS
EXISTING OR FUTURE
ELECTRICAL BUS
2 POSITION SELECTOR SWITCH
POSITION LEGEND: X=CLOSED
O=OPEN
3 POSITION SELECTOR
SWITCH HAND - OFF - AUTO
POSITION LEGEND:
X=CLOSED O=OPEN
NORMALLY CLOSED PUSH BUTTON
3 POSITION SELECTOR SWITCH
OPEN - CLOSE - AUTO POSITION
LEGEND: X=CLOSED O=OPEN
NORMALLY OPEN PUSH
BUTTON
3 POSITION SELECTOR SWITCH
FORWARD - OFF - REVERSE
POSITION LEGEND: X=CLOSED
O=OPEN
GROUND CONNECTION
TIMER RELAY CONTACT
NORMALLY OPEN TIME DELAY
CLOSE
EQUIPMENT
PROGRAMMING
CONSOLE
FLOAT SWITCH - MAKE ON FALL
PILOT LIGHT
LETTER INDICATES COLOR R=RED,
A=AMBER, B=BLUE, G=GREEN
TYPICAL SWITCH CONFIGURATION
FLOAT SWITCH - MAKE ON RISE
FLOAT SWITCH - BREAK ON FALL
FLOAT SWITCH - BREAK ON RISE
SWITCH TYPE SYMBOL (SEE BELOW)
LEVEL SWITCH
PRESSURE SWITCH
FLOW OR TORQUE SWITCH
TEMPERATURE SWITCH
LIMIT SWITCH
ELAPSED TIME METER
CONTROL RELAY
TIME DELAY RELAY
ALARM RELAY
ABBREVIATIONS NOTES
INSTANTANEOUS
SHORT-CIRCUIT TRIP DEVICE
TIME OVERCURRENT TRIP
DEVICE
GROUND FAULT TRIP DEVICE
ETM
CR
TD
AR
50 51
51G
R
FRAME SIZE 5
15. OFF ON
XO
H O A
XOO
O C A
XOO
F O R
XOO
STOP
START
NOTC
100AF
50AT
MCP
30A
4X
30A
4X
30A
R
30A
R
EXPOSED CONDUIT
UNDERGROUND
CONDUIT
EXISTING OR FUTURE
UNDERGROUND
CONDUIT
EXISTING OR FUTURE
EXPOSED CONDUIT
EXISTING OR FUTURE
ELECTRICAL EQUIPMENT
BARE COPPER GROUND
CONDUCTOR
DEMOLITION
CAPPED UNDERGROUND
CONDUIT
ELECTRICAL EQUIPMENT
GROUPED CONDUIT AND
CIRCUIT IDENTIFICATION
TAGS. REFER TO THE
POWER ONE-LINE AND
CONTROL ONE-LINE
DIAGRAMS OR CONDUIT
SCHEDULES FOR CONDUIT
SIZES AND CONTENTS.
C-CONTROL/INSTRUMENTATION
P-POWER
F-FIBER OPTIC/NETWORK
SP-SPARE CONDUITS
CONDUIT CALLOUT
CONDUIT SEALOFF
LTC CONNECTION
MC CONNECTION
QUADRAPLEX RECEPTACLE
DUPLEX RECEPTACLE
GROUND ROD
SINGLE POLE SWITCH
DATA JACK
ELECTRICAL PLAN LINETYPES
SITE PLAN DEVICES
X= (SEE BELOW)X
AE
AIT
FE
FIT
FS
J
JS
LE
LIT
LS
M
MH
MV
PB
PIT
PS
PT
SV
TS
WE
WIT
ZS
- ANALYZER ELEMENT
- ALALYZING INDICATING TRANSMITTER
- FLOW ELEMENT
- FLOW INDICATING TRANSMITTER
- FLOW SWITCH
- JUNCTION BOX
- TORQUE SWITCH
- LEVEL ELEMENT
- LEVEL INDICATING TRANSMITTER
- LEVEL SWITCH
- MOTOR
- MANHOLE
- MOTOR OPERATED VALVE
- PULLBOX
- PRESSURE INDICATING TRANSMITTER
- PRESSURE SWITCH
- PRESSURE TRANSMITTER
- SOLENOID VALVE
- TEMPERATURE SWITCH
- WEIGHT ELEMENT
- WEIGHT INDICATING TRANSMITTER
- LIMIT SWITCH
WP DENOTES RECEPTACLE TYPE
(BLANK) = STANDARD INDOORS
GFCI = GND FLT CURRENT INT.
WP = WEATHER PROOF & GFCI
3-WAY SWITCHS3
4-WAY SWITCHS4
DISCONNECT SWITCH
T THERMOSTAT
CONDUIT HOME RUN NUMBER
INDICATES QUANTITY OF
CONDUCTORS INCLUDING
GROUND
3 DETAIL CALLOUT
FIELD INSTRUMENT CALLOUT
ELEC. PLAN SYMBOLS
EQUIPMENT CALLOUT
DESCRIPTOR #1
DESCRIPTOR #3
DESCRIPTOR #2
EQUIP. TAG
TB'S & PLC SYMBOLS
TERMINAL LABEL
LOCAL PANEL OR DEVICE TERMINAL BLOCK
PLC PANEL TERMINAL BLOCK
MCC TERMINAL BLOCK
DISCRETE INPUT LABEL
PLC DISCRETE INPUT
DISCRETE OUTPUT LABEL
PLC DISCRETE OUTPUT (NORMALLY OPEN)
ANALOG INPUT LABEL
PLC ANALOG INPUT
ANALOG OUTPUT LABEL
PLC ANALOG OUTPUT
EQUIPMENT CALLOUT
DISCRETE OUTPUT LABEL
PLC DISCRETE OUTPUT (NORMALLY CLOSED)
RTD LABEL
PLC RTD
100
TYP
FE
101
CXXX
PXXX
FXXX
SPXXX
DIXX
DOXX
DOXX
AIXX
AOXX
RTDXX
X
X
X
X
DEVICE TERMINAL BLOCK
TERMINAL LABEL
TERMINAL LABEL
TERMINAL LABEL
ELECTRICAL PLAN HAZARDOUS LOCATION
CLASSIFICATION LINETYPES
AMPERE
ABOVE FINISHED FLOOR
ANALOG INPUT
AMPS INTERRUPTING CAPACITY
ANALOG OUTPUT
AIR SUPPLY
AUTOMATIC TRANSFER SWITCH
CONDUIT
CIRCUIT BREAKER
CHLORINE
CONTROL POWER TRANSFORMER
COMMUNICATIONS TERMINATION CABINET
COPPER, BARE
CONTROL VALVE
DISTRIBUTED CONTROL SYSTEM
DISCRETE INPUT
DISCRETE OUTPUT
DISTRIBUTION PANEL
DISCONNECT SWITCH
DIFFERENTIAL VOLTAGE/TIME
DRAWING
ELAPSED TIME METER
ELECTRONIC OVERLOAD
FLOW ELEMENT
FULL LOAD AMPS
FIBER OPTIC CABLE
FORWARD-OFF-REVERSE
FLOW SWITCH
FULL VOLTAGE NON-REVERSING
GROUND FAULT CIRCUIT INTERRUPTER
GROUND FAULT PROTECTION
GROUND
GALLONS PER MINUTE
GALVANIZED RIGID STEEL
HYDROGEN SULFIDE
HANDHOLE
HUMAN MACHINE INTERFACE
HAND-OFF-AUTO
HAND-OFF-REMOTE
CURRENT
INSTRUMENTATION CABLE
INPUT/OUTPUT
SHORT CIRCUIT CURRENT
JUNCTION BOX
LOCAL AREA NETWORK
LOCAL CONTROL PANEL
LOCK-OUT-STOP
LIGHTING PANEL
LOCAL/REMOTE
LEVEL SWITCH
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
MOTOR
MANUAL/AUTO, MILLIAMP
MANUFACTURER'S CABLE
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MOTOR CIRCUIT PROTECTOR
MANUFACTURER(S)
MILLION GALLONS PER DAY
MANHOLE
MOTOR OPERATED VALVE
MASTER TELEMETRY UNIT
NATIONAL ELECTRICAL CODE
NORMALLY OPEN TIMED CLOSED
NON-POTABLE WATER
NOT TO SCALE
TURBIDITY
OPERATOR INTERFACE TERMINAL
OVERLOAD
ON/OFF (MAINTAINED)
OFF-REMOTE
PULL BOX
PERSONAL COMPUTER
PHASE/POWER FAILURE RELAY
PROGRAMMABLE LOGIC CONTROLLER
PANEL
PARTS PER MILLION
PAIR
PRESSURE
PRESSURE SWITCH
POUNDS PER SQUARE INCH
PROCESS VARIABLE
REMOTE CONTROL PANEL
RADIO FREQUENCY
REMOTE INPUT OUTPUT
RESET
RESISTANCE TEMPERATURE DETECTOR
REMOTE TELEMETRY UNIT
REDUCED VOLTAGE SOFT STARTER
SERVICE ENTRANCE EQUIPMENT
SERVICE ENTRANCE SECTION
START-LOCK-OFF-STOP
SUBMERSIBLE MANUFACTURER CABLE
SULFUR DIOXIDE
SET POINT/SPARE
SURGE PROTECTION DEVICE
START/STOP
SHUNT TRIP
TELEPHONE CABLE
TEMPERATURE SWITCH
TYPICAL
UNDERGROUND
VOLT
VOLTAMP
VARIABLE FREQUENCY DRIVE
WATT, WIRE
WEATHERPROOF
TRANSFORMER
POSITION SWITCH
A
AFF
AI
AIC
AO
AS
ATS
C
CB
CL2
CPT
CTC
CU
CV
DCS
DI
DO
DP
DS
DV/DT
DWG
ETM
EOL
FE
FLA
FOC
FOR
FS
FVNR
GFCI
GFP
GND
GPM
GRS
H2S
HH
HMI
HOA
HOR
I
IC
IO
ISC
J
LAN
LCP
LOS
LP
LR
LS
LTC
M
MA
MC
MCB
MCC
MCP
MFR(S)
MGD
MH
MOV
MTU
NEC
NOTC
NPW
NTS
NTU
OIT
OL
OO
OR
PB
PC
PFR
PLC
PNL
PPM
PR
P
PS
PSI
PV
RCP
RF
RIO
RST
RTD
RTU
RVSS
SEQ
SES
SLOS
SMC
SO2
SP
SPD
SS
ST
TC
TS
TYP
UG
V
VA
VFD
W
WP
XFMR
ZS
S
C1D1 CLASS I DIV 1
C1D2 CLASS I DIV 2
C2D1 CLASS II DIV 1
CLASS II DIV 2C2D2
E E
E E
CONDUIT DUCTBANK
EXISTING OR FUTURE
CONDUIT DUCTBANK
01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.
SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
E001 NOTES & SYMBOLS ELECTRICAL - GENERALC:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E001 NOTES & SYMBOLS.DWG2/22/2023 MPJDCLMPJ03/03/2023B 12-31-24 7/19/2023
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XX
X
X
XX
X
X
XX
X
X X
X
X
X
X X
X
X
X X X
X
X
X
X
X
X
X
X
EEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEC1D2C1D2C1D2C1D2C1D2C1D2 C1D2C1D2C1D2C1D2C1D2C1D2
C1D2C1D2C1D2C1D2C1D2C1D2 C1D2C1D2C1D2C1D2C1D2C1D2
C1D1 C1D1C1D1C1D1C1D1 C1D1C1D1C1D1C1D1C1D1C1D1C1D1C1D1C1D1C1D1C1D1C1D1Scale in Feet 0 4 8
LIFT STATION ELECTRICAL PLAN
(ABOVE GROUND)
SCALE: 1/4" = 1'-0"
CONDUIT SHALL ONLY RUN EXPOSED WHERE
NECESSARY. ALL EXPOSED CONDUIT SHALL BE
PVC COATED. PANELS SHALL BE STAINLESS
STEEL NEMA 4X.
CONTRACTOR SHALL BE RESPONSIBLE FOR
SUBMITTING CONDUIT DETAILS AND A CONDUIT
ROUTING PLAN TO THE ELECTRICAL ENGINEER
FOR APPROVAL.
LIMIT EXPOSED CONDUITS, 90° BENDS, AND
WALL PENETRATIONS. MAINTAIN SEPARATION
BETWEEN SIGNAL AND POWER-CARRYING
CONDUITS.
LCP-11201 IS EXISTING AND HOUSES THE LIT
FOR THE WET WELL. UTILIZE EXISTING
CONDUITS TO AND FROM THE WET WELL TO
INSTALL NEW INSTRUMENTATION.
LCP-11203 IS A NEW 30"x30"x12" 316SS
ENCLOSURE AND WILL HOUSE ALL 4 OF THE
FLOW TRANSMITTERS. CONTRACTOR SHALL
INSTALL THE TRANSMITTERS IN THIS BOX AND
ROUTE POWER AND ANALOG TWISTED
SHIELDED PAIR FROM EACH TRANSMITTER TO
ITS CORRESPONDING MAG METER.
ALL EQUIPMENT INSIDE THE CLASS 1 DIV 2
AREA MUST BE RATED AS SUCH. ALL
SWITCHES INSIDE OF THE CLASSIFIED AREA
MUST BE FED FROM AN INTRINSIC BARRIER
PER NEC ARTICLE 504.
A 24" X 48" PANEL CALLED CGD LCP IS TO BE
INSTALLED AT THIS LOCATION PER DETAIL 015.
THIS PANEL IS AN OPEN TO ATMOSPHERE
ENCLOSURE WHICH WILL HOUSE AN AIR
SAMPLER PUMP AND A CGD FOR EACH WELL.
THE SAMPLER PUMP INCLUDES TUBING THAT
WILL DRAW AIR TO THE CGD. THIS TUBING
NEEDS TO BE INSTALLED SUCH THAT IT CAN
PULL AIR FROM INSIDE THE WELLS. THE PANEL
SHALL INCLUDE A HORN AND BEACON TO
NOTIFY PERSONNEL OF COMBUSTIBLE GASES
IN EITHER PIT.
EXISTING PUMP JUNCTION BOX CONTAINS 2-4"
CONDUITS AND 1-1" CONDUIT WITH SEAL-OFFS.
EXISTING PUMP JUNCTION BOX CONTAINS 1-4"
CONDUITS AND 1-1" CONDUIT WITH SEAL-OFFS.
CONTRACTOR INSTALLED ABOVE GRADE FIELD
CONDUIT TO MAG METERS AND ELECTRICALLY
ACUTATED VALVES. CONDUITS SHALL BE
SCHEDULE 40 GRS PVC COATED.
SUMP AND FAN LCP IS AN EXISTING JUNCTION
BOX/LCP. WIRE TO AND FROM THIS LCP SHALL
BE REUSED AND OR REPURPOSED FOR NEW
SUMP AND FAN CONTROL EQUIPMENT.
NOTES
1 2
3 01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.
SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
P-11261
LE
11202
LSH
11203
LSL
11203
FIT
11203
FE
11203
FIT
11223
FE
11223
FIT
11243
FE
11243
FIT
11263
FE
11263
FV-11281
FV-11291
FV-11272
SF-2
SF-1
SUMP &
FAN LCP
EX FAN 2
EX FAN 1
LI
11202
LT
LS
LS
LCP-11203
CLASSIFICATION AT THE WET WELL HATCHES
AND EXTENDING OUT 3'-0" IS CLASS I DIV 2
(TYPICAL OF 4).
LCP-11202
Scale in Feet
0 4 8
LIFT STATION ELECTRICAL PLAN
(BELOW GROUND LEVEL)
SCALE: 1/4" = 1'-0"
CLASS I DIV 1
P-11241
P-11221
P-11201
PUMP 1 JB
PUMP 2 JB
PUMP 3 JB
PUMP 4 JB
LSH
11300A
BEACON & HORN,
TERMINALS, AND
PILOT DEVICES
015
E901
TYP
504
E903
TYP
551
E903
TYP
4 5
6 7
4CGD LCP
7 SAMPLER
TUBING (TYP)
8 8
8 9
9 JB-S1
LSHH
11300
LSL
11300
P-11302
P-11301
9 10
LE
11202
LSH
11203
LSL
11203
LT
LS
LS
LSH
11300B
10 JB-5
E203 LIFT STATION ELECTRICAL PLAN ELECTRICAL - LAYOUTC:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E203 LIFT STATION ELECTRICAL PLAN.DWG4/24/2023 MPJDCLMPJ03/03/2023B PSH 11261
PSH
11241
PSH
11221
PSH
11201
PI
11261
PI
11241
PI
11221
PI
11201
CABLE TRAY
(TYP OF 4)
399
E902
TYP
11 999
E904
594
E903
TYP
11 320
E902
TYP
001
E901
365
E902
TYP
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MCC ELEVATION
SCALE: 1/2" = 1'-0
24"
427"
24"24"46"38"24"36"30"30"35"32"40"90"A
B
C
D
E
F
G
H
I
J
K
L
LP
XFMR-
BRKR
SUMP
PUMP 1
SUMP
PUMP 2
GRNDR
FEEDER
SPARE
SL
GATE
SPARE
BIO-
FILTER
SPARE
SPARE
SPARE
VALVE
1 VALVE
2 VALVE
3 VFD PUMP 1 VFD PUMP 2 VFD PUMP 3 VFD PUMP 4 ATS
32"
TRANSITION
SECTION
UTILITY
METER
MAIN BREAKER
SESCONTROL
CABINET
XFMR-
LP-
VFD PANEL ELEVATIONS
(SEE BELOW)
VFD PUMP 1 VFD PUMP 2 VFD PUMP 3 VFD PUMP 4
90"OUTER DOOR (EXISTING)
VFD PANEL ELEVATION
SCALE: 1/2" = 1'-0
VFD PUMP 1 VFD PUMP 2 VFD PUMP 3 VFD PUMP 4
EXISTING VENT
(TYP OF 8)
INNER DOOR (NEW)
NEW FAN
(TYP OF 4)
NEW VENT
(TYP OF 4)
HOR RUN
G
FAIL
R
POT TEMP
R
TEMP
R
MOISTURE
R
DRY
R
RESET
HIGH PRESS
R
HOR RUN
G
FAIL
R
POT TEMP
R
TEMP
R
MOISTURE
R
DRY
R
RESET
HIGH PRESS
R
HOR RUN
G
FAIL
R
POT TEMP
R
TEMP
R
MOISTURE
R
DRY
R
RESET
HIGH PRESS
R
HOR RUN
G
FAIL
R
POT TEMP
R
TEMP
R
MOISTURE
R
DRY
R
RESET
HIGH PRESS
R
VFD PUMP 1 VFD PUMP 2 VFD PUMP 3 VFD PUMP 4
INTERIOR BUCKET (NEW)
30"30"35"32"
127"
PASSIVE
HARMONIC FILTER
(TYP OF 4)
CIRCUIT BREAKER
(TYP OF 4)
VFD
(TYP OF 4)
MOTOR
MONITOR RELAYS
(TYP)
dV/dT FILTER
(TYP OF 4)
VFD SELECTOR SWITCHES,
PUSHBUTTON, ALARMS &
KEYPAD (TYP)
TERMINALS, RELAYS
AND TIMERS (TYP)
ONELINE DIAGRAM
400AF
400AT
177
P-11201
LIFT STATION
PUMP 1
HF
dv/dt
VFD
2H
2P
100AF
60AT
GROUND GRID
(TYP)
3000A
1200A
3Ø
UM
3000A
3P
277/480V
1500kVA
UTILITY TRANSFORMER
277/480V, 750kW, 4W
STANDBY GENERATOR
120/240V
3W, 15kVA
XFMR-LP
LP
SPD
FROM
SCE POWER
1 NOTES:
REPLACE STARTER IN BUCKET 3E WITH A NEW FEEDER BREAKER
ASSEMBLY FOR FEEDING THE GRINDER CONTROL PANEL.
THE EXISTING PUMP 1 & 2 VFD ASSEMBLIES SHALL BE UPGRADED
WITH NEW HARMONIC FILTERS, VFD'S, DV/DT FILTERS, AND
VENTILATION. REMOVE THE EXISTING HARMONIC FILTER, VFD.
THE EXISTING 400A BREAKER, CONTROL POWER TRANSFORMER
AND CONTROL DEVICES SHALL BE REPURPOSED. THE EXISTYING
FLYGT MINICAS RELAY SHALL BE REPLACED WITH THE NEW
PUMP'S MOISTURE AND TEMPERATURE MONITORING RELAY.
THE EXISTING PUMP 3 & 4 RVSS ASSEMBLIES SHALL BE
UPGRADED WITH NEW 400A BREAKERS, HARMONIC FILTERS,
VFD'S, DV/DT FILTERS, AND VENTILATION. REMOVE THE EXISTING 800A BREAKER, RVSS AND BYPASS CONTACTOR. THE CONTROL
POWER TRANSFORMER AND CONTROL DEVICES SHALL BE
REPURPOSED. THE EXISTING FLYGT MINICAS RELAY SHALL BE
REPLACED WITH THE NEW PUMP'S MOISTURE AND TEMPERATURE
MONITORING RELAY.
REPLACE BREAKER IN BUCKET WITH A NEW FEEDER BREAKER
ASSEMBLY FOR FEEDING THE MOTORIZED VALVE.01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.
SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
EXISTING MOTOR CONTROL CENTER, 277/480VAC, 3Ø, 3000A, NEMA 3R, 50KAIC ATS, 3Ø
177
P-11221
LIFT STATION
PUMP 2
177
P-11241
LIFT STATION
PUMP 3
HF
dv/dt
VFD
177
P-11261
LIFT STATION
PUMP 4
HF
dv/dt
VFD
4K
30AT
3P
FILTER
SYSTEM
FEED
4C3A
20A
3C
6 - 3" CONDUITS
3#500 MCM W/ 1/0 GND
3 - 3" CONDUITS
3#500 MCM W/ 1/0 GND
HF
dv/dt
VFD
400AF
400AT
400AF
400AT
400AF
400AT2B
3E
100AF
20AT
3G 3I 3K
5 ME-10201
GRINDER
20A 100AF
20AT
100AF
20AT
100AF
20AT
LCP-ME-10201
5A 6A 7A 8A
1 2
3 2 3
1/2
FV-11281
LIFT STATION
VALVE 1
1/2
FV-11291
LIFT STATION
VALVE 2
1/2
FV-11272
LIFT STATION
VALVE 3
4 4 4 4
1 P-11301
SUMP
PUMP 1
1 P-11302
SUMP
PUMP 2
1 SIZE
NEMA
1 SIZE
NEMA
VT
240A
VT
240A
VT
240A
VT
240A
E501 ONELINE DIAGRAM C:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E501 ONELINE DIAGRAM.DWG4/28/2023 MPJDCLMPJ03/03/2023B 12-31-24 7/19/2023
07-28-202357 of 65
01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.
SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
THE EXISTING VFD AND MOTOR THERMAL/MOISTURE MONITORING
SYSTEM SHALL BE REPLACED. THE EXISTING CONTROL WIRING
SHALL BE REPLACED TO ACCOMMODATE THE NEW VFD AND
THERMAL/MOISTURE MONITORING SYSTEM. PUMP SUPPLIER SHALL
SUPPLY THE MOTOR MOISTURE / TEMPERATURE RELAY AND STATOR TEMP RELAY TO THE VFD SUPPLIER FOR INSTALLATION AND WIRING.
CONTRACTOR SHALL INSTALL NEW VFDS AND CONTROL WIRING
ACCORDING TO THIS DIAGRAM. ALL COMPONENTS SUCH AS NEW
PUMP RELAYS, INSTRUMENTS, WIRES, PUSHBUTTONS, CPTS, FANS AND TIMERS SHALL BE NEW.
THESE TERMINALS WILL BE WIRED FROM CONTACT BR1 FOR PUMP #1. FOR THE REMAINING PUMPS 2, 3 & 4 THESE TERMINALS SHALL BE WIRED TO TIMERS T1, T2, T3 RESPECTIVELY.
THE HIGH LEVEL BYPASS RELAY BR2 IS LOCATED IN THE PLC PANEL.
MULTIPLE SETS OF CONTACTS FROM BR2 WILL BE USED IN PUMP #1 FOR BYPASS LEVEL CONTROL. BR2 WILL BE WIRED IN SERIES WITH A TIME DELAY RELAY T1, T2 & T3 WHICH SHALL STAGGER START PUMPS P2, P3 & P4 UNTIL A LOW LEVEL CONDITION HAS BEEN MET.
1 NOTES:
VFD CONTROL SCHEMATIC
L3
SPEED POT
KEYPAD
480V/3P/60HZ
L1 L2
M
G
A
FAILURE
ALARM
CR2
AR1
RUN
480V 120V
CPT
FAN
L2L1 L3
COMMON
FWD
DI01
FWD
DI01
T1 T2 T3
CB
3P
RUN
FAILCR1
--
++
SPEED
COMMAND
4-20mA
FROM PLC
--
++
SPEED
INDICATION
4-20mA
TO PLC
VFD FAIL
HIGH TEMP
COMMON
AR2
AR1
REMOTE
TO PLC
B
OOX
AR1
1A
LOW LEVEL
INTERLOCK
2 H O R
XOO
ESTOP
3 OOX
PLC
CR1 FWD
REMOTE
DI02
REMOTE
DI02
RESET
DI03
RESET
DI03
AR2
A
AR2
AR3
BEARING TEMPERATURE
ALARM
RESET
BEARING HIGH
TEMPERATURE ALARM
DRY CHAMBER
ALARM
MOISTURE
AR3
RUNNING
CR2
21 FROM OIL
CONDUCTIVITY
PROBE
FROM BEARING
TEMPERATURE
SENSOR
AR3
A DRY CHAMBER
FLOAT ALARM
AR6
A
OOXB
A
C
C
MOTOR MOISTURE/
TEMPERATURE RELAY
1 4 1 4 2 7
2 7
2 7
2 7
2 10
X1 X2
X1 X2
X1 X2
X1 X2
CR1
8 6
1 X2
6 7
3 4
ESTOP
ESTOP
(SWITCH AT PUMP)
FILTER
PASSIVE HARMONIC
C1
FILTER
DV/DT
C1 PASSIVE HARMONIC
FILTER
CR2
2 AR6
PSH
STATOR
TEMP RELAY
3 AR3
1 4
AR5
1 4
5 6
7 12
13 14
15 8
9 10
11 FROM BEARING
MOISTURE
SENSOR
GND
AR4 CONDUCTIVITY IN
OIL ALARM2 7
AR5
MOTOR HIGH
TEMPERATURE
ALARM
A2-A1+
FROM PUMP
THERMISTORS
2 7
11 12
14 22
24 T1
T2
GND
21 OIL
MOISTURE
AR4
E601 VFD SCHEMATIC C:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E601 TYPICAL VFD SCHEMATIC.DWG4/28/2023 MPJDCLMPJ03/03/2023B AR4 AX1 X267
AR5
6 7
AX1 X2
HIGH
PRESSURE
AR6
TEMPERATURE
AR5
TDR
AR6
OIL CONDUCTIVITY
ALARM LIGHT
TDR
STATOR HIGH TEMP
ALARM LIGHT
BR1 3
2A
F13
TDR
LL1 HL
BR1 TDR
BR1
BR2
HL10 6
6 7
10 2
14 13
14 13
9 5
9 5
12 8
1 3
0VDC
0VDC
24VDC
4 HIGH PRESSURE
ALARM
AR2
1 4
T2
IN PLC PANEL
PLC
T1 3
PUMP 2
T3
PLC
T2 3
PUMP 3
PLC
T3 3
PUMP 4
AX1 X2
T1
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01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.
SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
ELECTRICAL PANEL MOUNTING DETAIL
SCALE: NONE
4 - 1/2" x 4"
STAINLESS STEEL
ANCHOR BOLTS
POST BASE, STAINLESS STEEL,
AS MANUFACTURED
BY UNISTRUT OR EQUAL
U-CHANNEL,
AS MANUFACTURED
BY UNISTRUT OR EQUAL
DOUBLE STAINLESS STEEL
U-CHANNEL, AS MANUFACTURED
BY UNISTRUT OR EQUAL
SHALLOW U-CHANNEL,
AS MANUFACTURED
BY UNISTRUT OR EQUAL
JUNCTION BOX,
LCP, DISCONNECT
OR OUTLET
MYERS HUB
OR EQUAL
CONDUIT CLAMP
001
TYP
321
TYP
VAPOR TIGHT SEAL-OFF
IF REQUIRED BY DRAWINGS
OR SPECIFICATIONS
NOTE:
ALL WORK SHALL BE PER NATIONAL ELECTRICAL CODE
AND LOCAL GOVERNING AUTHORITY.
ELECTRICAL EQUIPMENT
GROUND BUS OR LUG
GROUNDING ELECTRODE CONDUCTOR
(IN SCH. 80 PVC CONDUIT, WHERE
EXPOSED TO PHYSICAL DAMAGE)
20' (MIN)
SCALE: NONE
2" (MIN)
PVC
SCH. 80
SLEEVE
FINISHED
GRADE
BARE COPPER
CONDUCTOR
CONCRETE
FOUNDATION
OR FOOTING
140
TYP
UFER GROUNDING DETAIL
PULLING EYE FLOOR SLOPES
TO SUMP
NOTE:
3'-11" x 3'-11" x 4'-1" MINIMUM INSIDE DIMENSIONS.
INSTALL A GROUND ROD AND CONNECT TO DUCT BANK GROUND.
TRAIN CABLES AROUND INTERIOR PERIMETER ON CABLE RACKS.
UNDERGROUND CONCRETE PULLBOX
SCALE: NONE
KNOCKOUT (TYP)
RISER
BASE
3'-0" x 3'-0" STEEL
TRAFFIC COVER OR
MANHOLE LID
COVER
021
TYP
JOINT SEAL
COMPOUND
GROUT ALL
CONDUIT ENTRIES
EQUIPMENT ENCLOSURE
BOLTED TO UNISTRUT
WITH MIN. OF 4-1/2"Ø
BOLTS.
18"Ø 4000psi CONCRETE
FILLED SONOTUBE OR EQUAL.
6'-0" MAX.
FINISH
GRADE
UNISTRUT ENCLOSURE
SUPPORTS AS REQUIRED
(MINIMUM OF 2)
P1000 AS MANUFACTURED
BY UNISTRUT OR EQUAL.
(TYPICAL)
WEATHERPROOF HUB
AS MANUFACTURED
BY MYERS OR EQUAL
EQUIPMENT
ENCLOSURE(S).
SIZE,
NUMBER AND
MATERIAL AS
REQUIRED
EQUIPMENT RACK DETAIL
NO SCALE
015
TYP
6"
3'-0"
MIN.
321
TYP
PVC COATED GRC CONDUIT
AS REQUIRED OR NOTED
ON DRAWINGS
CONCRETE PAD OR SLAB
NOTE:
ALL RACK MATERIAL SHALL
BE HOT DIPPED GALVANIZED
OR STAINLESS STEEL AS
NOTED IN THE DRAWINGS
AND SPECIFICATIONS
8"x5"x1/2" STEEL BASE
PLATE FOR 4-6"x1/2" SS
ANCHOR BOLTS (TYP.) BOLT
PATTERN CENTERLINE .875"
INSET IN BASE PLATE
CONDUIT SUPPORT STRUT
AS REQUIRED.
VAPOR TIGHT SEAL-OFFS
IF REQUIRED BY DRAWINGS
OR SPECIFICATIONS.
UNISTRUT CONDUIT
CLAMP (TYP)
BELOW FROST
DEPTH
3"
C-4x7.25
CHANNEL
1/4"
1/4"
3" SCH. 40 HOT DIPPED
GALVANIZED STEEL PIPE
WITH PIPE CAP.
3/8" U-BOLT CLAMP
SIKAFLEX 1A OR EQUAL ALL
AROUND PIPE TO PREVENT
WATER POOLING & CORROSION
SLAB
MOUNTED EARTH
MOUNTED
2-1/2" BOLTS
PER SUPPORT
GROUT (TYP)
E901 DETAILS 1 ELECTRICAL - DETAILSC:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E901 DETAILS 1.DWG3/7/2023 MPJDCLMPJ03/03/2023B #1 BARE CONTINUOUS
COPPER GROUND
SEE GROUNDING SPECIFICATION
SECTION 16170
COMMUNICATION/SIGNAL
DUCTBANK DETAIL CROSS SECTION
SCALE: N.T.S.
POWER
6"MIN.
#4 REBAR
3"MIN.
2"MIN
12"MIN.3"MIN.
3"MIN.
#4 REBAR
202
TYP
18"MAX.
#4 REBAR
SEPARATION BETWEEN
POWER AND LOW VOLTAGE
NOTES:
DIMENSIONS ARE MINIMUM.
THE GROUND CONDUCTOR SHALL RUN CONTINUOUSLY THROUGH
MANHOLES AND PULL BOXES AND SHALL CONTINUE FROM THE
DUCTBANK INTO THE ELECTRICAL EQUIPMENT OR BUILDING
GROUNDING SYSTEM AND SHALL BE BONDED TO EACH RIDGID METAL CONDUIT.
CONDUIT
UNDISTURBED SUBGRADEAS NEEDED
SCALE: NONE2'-6"6"RED IRON OXIDE DYE,
(3 POUNDS PER
CONCRETE CUBIC YARD)
RESTORE TO ORIGINAL GRADE
TOPSOIL
NATIVE BACKFILL
COMPACTED TO
85% MAX. DRY
DENSITY PER
ASHTO T-99
MARKER TAPE
204
TYP
202
TYP
TYPICAL TRENCH DETAIL
FOR BELOW 600 VOLTS
TO ALLOW DRAINAGE. NO LOW SPOTS WILL BE ALLOWED IN RACEWAY ALL DUCTBANKS SHALL BE SLOPED 1/4" PER DUCT 10'
2'-6" MIN.
DUCTBANK DETAIL
SCALE: NONE
SADDLES ON 5'
CENTERS
DUCTBANK SHALL BE COLOR DYED BY MIXING
3 LBS IRON OXIDE PER CONCRETE CUBIC YARD.
FINISHED GRADE
12"
DETECTABLE MARKER
TAPE
203
TYP
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SCALE: NONE
370 GRINDER PANEL CUSTOM PANEL SHADE
ALL MATERIALS SUPPLIED SHALL BE 316SS
UNLESS OTHERWISE NOTED OR SPECIFIED.
NOTES:
1. GRINDER PANEL
36"H X 30"W X 8"D
FRONT VIEWSIDE VIEW
TOP VIEW 01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.
SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
2. 1.
NOTES:
WHERE CONDUITS ARE INSTALLED IN OR UNDER A
CONCRETE SLAB, THE 24" DIMENSION DOES NOT APPLY.
CONDUITS SHALL BE INSTALLED BETWEEN REBAR MATS OR
UNDER A SINGLE REBAR MAT.
IN CORROSIVE AREAS, PVC COATED GRS SHALL BE USED.
FINISHED GRADE
PVC CONDUIT
PVC FEMALE ADAPTOR
PVC COATED
GRS COUPLING
24"
6" (MIN)
PVC COATED
GRS CONDUIT
PVC COATED
GRS NINETY
CONDUIT AS REQUIRED
COUPLING AS REQUIRED
320
TYP
GRS STUB UP DETAIL
SCALE: NONE
EXPOSED SURFACE
CONDUIT SUPPORT
INTO CONCRETE (4 PER POST BASE)
UNISTRUT CHANNEL
UNISTRUT CONDUIT STRAP
UNISTRUT POST BASE
3/8"x3-1/2" ANCHOR BOLT GROUTED
1 2
3 4
STAINLESS STEEL
3 4
1 2
350
TYP SCALE: NONE
301
TYP
CONDUIT PENETRATION AT
EXISTING WALL OR SLAB
SCALE: NONE
JOINT FILLER (URETHANE
EXPANDABLE FOAM)
CONDUIT
CAULK ENDS ALL
AROUND (TYPICAL)
365
TYP
FLEXIBLE CONDUIT DETAIL
SCALE: NONE
COUPLING
CONDUIT STRAPCONDUIT
36" MAXIMUM LENGTH
UNLESS APPROVED BY
ENGINEER
METAL CONNECTOR
PER SPECIFICATIONS
LIQUID TIGHT
FLEXIBLE CONDUIT
EQUIPMENT
CONDUIT MARKING SYSTEM
SCALE: NONE
C1005
SECURE TAGS TO CONDUIT
WITH NYLON CABLE TIES
ALMETEX TYPE TH
TAG HOLDER
ALMETEX TYPE
EZ-V TAG TITLES
(BLACK OR YELLOW)
CONDUIT
360
TYP
6"
30"
(MIN)
GROUND ALL
RISERS
GALVANIZED W/
HALF-LAPPED TAPE
RIGID CONDUIT
SEALOFF TOP OF GRADE
FOUNDATION
PVC
EARTH
377
TYP
SEAL-OFF RISER DETAIL E902 DETAILS 2 ELECTRICAL - DETAILSC:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E902 DETAILS 2.DWG4/13/2023 MPJDCLMPJ03/03/2023B SCALE: NONE 399 PUMP CABLE TRAY DETAIL
SECTION VIEW
PLAN VIEW
4'-6"
EXISTING
JUNCTION BOX
CABLE TRAY
PUMP
CABLE
EXISTING
JUNCTION BOX
PUMP
CABLE
CABLE TRAY
1'-4"
CABLE TRAY
SUPPORT BRACKET
CLAMP CABLE TRAY
AT EACH SUPPORT
CABLE TRAY SUPPORTS SHALL NOT EXCEED TRAY
MANUFACTURERS RECOMMENDED SPACING FOR
LOADED CABLE TRAYS.
ALL REQUIRED SUPPLIES AND MATERIAL SHALL
BE 316SS UNLESS OTHERWISE NOTED
OR SPECIFIED.
NOTES:
1. 2.
CORD GRIP CONNECTOR "CGB"
(TYP)
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SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
4-20mA
FLOW SIGNAL
POWER SUPPLY
BRANCH CIRCUIT
CONDUIT WITH
VENDOR FURNISHED
CABLES
TRANSMITTER
SCALE: NONE
NOTES:
ALL VENDOR FURNISHED CABLES SHALL BE CUT TO LENGTH
AND TERMINATED PER MANUFACTURER'S RECOMMENDATIONS.
GROUND PER MANUFACTURER'S RECOMMENDATIONS.
1. 2.
FLOWMETER WITH TRANSMITTER
MOUNTED SEPARATELY
MAGNETIC FLOWMETER DETAIL551
TYP
1-1/4"
STEEL SCREWS.
OTHERWISE.
4. PROVIDE BLANK NAMEPLATES FOR ALL SPARE
3. ATTACH ALL NAMEPLATES WITH STAINLESS
VERTICAL CENTERLINE OF THE CUBICAL OR DEVICE.
2. ALL NAMEPLATES TO BE MOUNTED ON THE
1. ALL LETTERS TO BE 1/4" UNLESS NOTED
AND FUTURE DEVICES.
NOTES:
"EQUIPMENT NUMBER"
"EQUIPMENT NAME"
3" OR 4"
SCALE: NONE
900
TYP
NAMEPLATE DETAIL
SCALE: NONE
AREA/SITE LIGHT
DETAIL W/ RECEPTACLE852
TYP
MANUFACTURERS BASE AND
ANCHORED BOLTS, PER
MANUFACTURERS REQUIREMENTS.
FINISH
GRADE
72"
30"
MIN.
WEATHERPROOF
RECEPTACLE
IF REQUIRED
LED LAMP
FIXTURE
VERIFY HEIGHT
REQUIREMENTS
WITH OWNER
(20'-0" MAX.)
(6) #4 X 72" VERTICAL BARS
W/#3 HOOP TIES AT 12" O.C.
2'-0" Ø CONCRETE BASE
W/CLASS A 3500 PSI MIX,
OR AS REQUIRED BY LIGHT
POLE MANUFACTURER.
5" ROUND STRAIGHT STEEL
POLE SHALL WITHSTAND
100MPH WIND LOAD. FINISH
PER OWNERS PREFERENCE.
BOND GROUND CONDUCTOR
TO POLE BASE PLATE
1" X 45° CHAMFER
HANDHOLE
BASE PLATE: GROUT
UNDER BASE PLATE
AFTER POLE IS SET
AND PLUMB
BASE COVER
AS REQUIRED
BY PLANS
PVC COATED RGS CONDUIT.
SIZE & CONDUCTORS PER
PLANS. TYPICAL
PVC SCH. 40 CONDUIT.
SEE PLANS FOR SIZE
AND CONDUCTORS. TYP.24" MIN.COUPLING
(TYP)
POLE BASE SHALL BE A MINIMUM
OF 24" ABOVE EQ. BASIN.
E903 DETAILS 3 ELECTRICAL - DETAILSC:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E903 DETAILS 3.DWG4/13/2023 MPJDCLMPJ03/03/2023B SCALE: NONE SUSPENDED FLOAT DETAIL504
TYP
STAINLESS STEEL
STRAIN RELIEF
WEIGHT
FLOAT
PVC COATED GRS
CAST IN CONCRETE
TO JUNCTION
BOX OR PANEL
PVC COATED
LIQUID TIGHT
STRAIN RELIEF
EXTEND CONDUIT SO STRAIN
RELIEF IS ACCESSIBLE FROM
ACCESS HATCH OR REMOVABLE
PLANKING
EYEBOLT
TO JUNCTION
BOX OR PANEL
CAULK ENDS ALL
AROUND (TYPICAL)
SCALE: NONE
PRESSURE TRANSDUCER526
TYP (LARGE HEAD) DETAIL
PVC COATED GRS
CAST IN CONCRETE
TO JUNCTION
BOX OR PANEL
PVC COATED
LIQUID TIGHT
STRAIN RELIEF
EXTEND CONDUIT SO STRAIN
RELIEF IS ACCESSIBLE FROM
ACCESS HATCH OR REMOVABLE
PLANKING
TO JUNCTION
BOX OR PANEL
CAULK ENDS ALL
AROUND (TYPICAL)
TRANSDUCER
PRESSURE
STAINLESS STEEL
PIPE W/THREADED
CONNECTION
STAINLESS
UNISTRUT
W/CLAMP
(TYP)
PRESSURE GAUGE
AS SPECIFIED
1" X 1/2" 300 LB
GALVANIZED MI BUSHING
1" 600 LB STEEL BALL
VALVE
1" X 1 1/4" 300 LB MI OR
3000 LB FS BUSHING
COAT WITH EPOXY
1 1/4" 3000 LB FS HALF
COUPLING, WELD TO PIPE
1/2" X 1/4" 300 LB
REDUCING ELBOW
CONNECTION FOR
OIL FILL
STAINLESS STEEL DIAPHRAGM
SEAL WITH STAINLESS STEEL
BOLTS AND HOUSING
PRESSURE SWITCH/GAUGE
SCALE: NONE
PRESSURE SWITCH
AS SPECIFIED
1" SCH 80 GALVANIZED
STEEL NIPPLES 1/2" GALVANIZED
STEEL PIPE AND 300
LB MI FITTINGS
594
TYP
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1" GROUT PAD
3/4" SS ANCHOR BOLTS
3" MIN EMBEDMENT
(TYP OF 4 PER POST)
SS STRUT SYSTEM
POST BASE WITH
6"x6" BASE
(TYP OF 2)
SS STRUT SYSTEM
1 5/8" CHANNEL
24.00"
PANEL
48.00"
PANEL
2"x2" SS STRUT
CHANNEL
CONNECTOR
(TYP OF 4)
1/4" Ø BOLT (TYP OF
6 LOCATIONS, MIN)
PLASTIC END
CAPS (TYP)
1/4" SS PLATE 2'-0" x 4'-0"
FASTEN TO STRUT
SYSTEM WITH SS
HARDWARE (316 SS)
GRIND SMOOTH EDGES
AND CORNERS
NOTES:
1. USE CUSHIONED SS PIPE CLAMPS AND STRUT CHANNEL AS SHOWN AND AS NEEDED TO ATTACH AND SUPPORT PIPE AND INSTRUMENTS TO THE PANEL (USE ALL SS 316 HARDWARE).
2. INSTRUMENT PANEL LAYOUT AND SCHEMATIC PROVIDED FOR CONVENIENCE. CONTRACTOR
SHALL SUBMIT FOR ENGINEER'S REVIEW AND APPROVAL OF THE INSTRUMENT PANEL DESIGN SHOWING THE SUPPORT MEMBERS AND THE INSTRUMENTATION PIPING LAYOUT.
ULTIMA X5000
GAS MONITOR
(WET WELL)
2" ELECTRICAL
WIREWAY
(TYP OF 2)
ULTIMA XIR
PLUS SENSOR
(WET WELL)
ULTIMA X5000
GAS MONITOR
(DRY WELL)
ULTIMA XIR
PLUS SENSOR
(DRY WELL)
END-OF-LINE FILTER
(WET WELL)
SM5000
SAMPLE PUMP
(DRY WELL)
SM5000
SAMPLE PUMP
(WET WELL)
IN-LINE
FILTER
(TYP OF 2)
VENT
TO ATM
(TYP)
SCALE: NONE
CGD PANEL DETAIL999
TYP
END-OF-LINE FILTER
(DRY WELL)
2" CONDUIT
1" CONDUIT
(TYP)01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS SKM ENGINEERING, LLC © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.
SHEET CITY OF BEAUMONT MESA LIFT STATION UPGRADE533 W 2600 S, Suite 25 Bountiful, Utah 84010
Phone: (801) 677-0011
www.skmeng.com
E904 DETAILS 4 ELECTRICAL - DETAILSC:\USERS\DANIEL.LEAVITT\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\999 ELECTRICAL\999-E904 DETAILS 4.DWG4/24/2023 MPJDCLMPJ03/03/2023B INSTALL FERRITE PART NUMBER 10225401 LOCAL +
HART
PORT
WIRE ONE COMPLETE TURN THROUGH FERRITE
INCLUDED IN PACKAGING. LOOP EACH
ANALOG OUT2
ANALOG OUT1 + HART
DC-
DC+
(24V DC NOMINAL)
(14 AWG MAX)
RECOMMEND ALPHAWIRE 3248
OR EQUIVALENT.
NORMALLY CLOSED
DE-ENERGIZED
RELAY
1 HART
COMMON
NORMALLY OPEN
DE-ENERGIZED
NORMALLY CLOSED
DE-ENERGIZED
RELAY
2 FAULT
RELAY
OPEN
ENERGIZED
COMMON
CLOSED
ENERGIZED
RECOMMENDED ALPHAWIRE 1454
OR EQUIVALENT CONNECTOR FROM
SENSOR OR REMOTE
JUNCTION BOX
MAIN BOARD
WITH
RELAY OPTION
SENSOR 2
COMMON
NORMALLY OPEN
DE-ENERGIZED
NC
C
NO
RED
GRN
BLU
WHT
RED
GRN
BLU
WHT
SENSOR 1
SENSOR 1 CONNECTION
REQUIRED FOR HART
+DC(RED)RS485+(GRN)RS485-(BLU)-DC(WHT)mA2mA1- DC+ DCN
C
C
N
O
N C
C
N O
TRANSMITTER WIRING DIAGRAM
FS1
24VDC
IN PLC
24V
TB:DC
P-11801
N
TB:DC
N G
G
TB:DC
N
TB:DC
FS2
P-11861
N
TB:DC
G
TB:DC
FS1
TO
PLC DI:XX
FS2
TO
PLC DI:XX
DC FUSE
DC FUSE
SAMPLE PUMP WIRING DIAGRAM
24V
TB:DC
N
TB:DC
12-31-24
7/19/2023
07-28-202373 of 7365 of 6565 of 65
City of Beaumont
Request for bid
BEAUMONT
Mesa Lift Station Upgrade
CIP WW -11
06 TECHNICAL SPECIFICATIONS
MESA LIFT STATION UPGRADE (CIP WW -11)
Section # of Pages
SECTION 00020 — TECHNICAL SPECIFICATIONS TABLE OF CONTENTS
TECHNICAL SPECIFICATIONS
DIVISION 1 — GENERAL REQUIREMENTS
011000 Summary of Work 8
011002 Sequence of Operation
013100 Project Management and Coordination 12
013130 Safety 4
013200 Construction Progress Documentation 8
013300 Contractor Submittals 10
014000 Quality Requirements 8
014120 Permits 2
014200 Abbreviations and Reference Standards 6
015000 Temporary Facilities and Controls 10
015300 Protection of Existing Facilities 2
015600 Project Environmental Controls 6
016100 Product Requirements 4
016600 Equipment Testing and Facility Startup 2
017324 Seismic Restraint 4
017419 Construction Waste Management and Disposal 4
017500 Commissioning 22
017700 Closeout Procedures 6
017823 Operation and Maintenance Data 6
017839 Project Record Documents 4
DIVISION 2 — SITEWORK
020960 Temporary Bypass Pumping Systems 6
024100 Demolition, Salvage and Reconstruction 8
DIVISION 3 — CONCRETE
032900 Joints in Concrete 6
033000 Cast -in -Place Concrete 28
036000 Grouting Mortar 4
DIVISION 5 — METALS
055000 Metal Fabrications 10
055300 Metal Gratings 6
DIVISION 6 — WOOD, PLASTICS AND COMPOSITES
NOT USED
DIVISION 7 — THERMAL AND MOISTURE PROTECTION
079200 Joint Sealants 12
DIVISION 8 — OPENINGS
NOT USED
Section # of Pages
DIVISION 9 — FINISHES
098000 Protective Coatings 22
DIVISION 10 — SPECIALTIES
NOT USED
DIVISION 11 — EQUIPMENT
110513 Common Motor Requirements for Equipment 8
DIVISION 13 — SPECIAL CONSTRUCTION
NOT USED
DIVISION 14 — CONVEYANCE EQUIPMENT
NOT USED
DIVISION 15 — OWNER SELECTED EQUIPMENT
NOT USED
DIVISION 22 — PLUMBING
220517 Sleeves and Sleeve Seals for Piping 2
220553 Identification for Piping and Equipment 4
DIVISION 23 — HEATING VENTILATING AND AIR CONDITIONING
NOT USED
DIVISION 26 — ELECTRICAL
260000 General Electrical Requirements 12
260519 Low -Voltage Electrical Power Conductors and Cables 6 260523 Control -Voltage Electrical Power Cables 8
260526 Grounding and Bonding for Electrical Systems 6
260529 Hangers and Supports for Electrical Systems 6
260533 Raceways and Boxes for Electrical Systems 8
260534 Enclosures 2
260536 Cable Trays for Electrical Systems 8
260543 Underground Ducts and Raceways for Electrical Systems 8 260544 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 4 260548 Vibration and Seismic Controls for Electrical Systems 6 260553 Identification for Electrical Systems 8
260573 Electrical Testing with Coordination Study 16
262416 Panelboards 2
Section # of Pages
262419 Motor -Control Centers 4
262726 Wiring Devices 8
262923 Variable -Frequency Motor Controllers 14
265000 Lighting 8
DIVISION 31
— EARTHWORK
311000 4
311100 2
312000 12
312319 4
315000 4
319000 64
DIVISION 32
Site Clearing
Finish Grading and Landscaping
Earth Moving
Dewatering
Excavation Support and Protection
Geotechnical Report
— EXTERIOR IMPROVEMENTS
321216 Asphalt Paving 6
323111 Gate Operators 2
DIVISION 33 — UTILITIES
330505 Pipeline Testing 8
331400 Hydraulic Structures Testing 2
338000 Precast Concrete Manholes and Vaults 6
DIVISION 40 — PROCESS INTERCONNECTIONS
400500 Piping, General 8
400507 Hangers and Supports for Process Piping 6
400519 Ductile Iron Pipe 6
400523 Stainless Steel Piping and Tubing 6
400533 High Density Polyethylene Pipe and Fittings 14
400557 Actuators for Process Valves and Gates 8
400561 Gate Valves 4
400562 Plug Valves 6
400565 Valves for Pump Control and Check Service 8
400567 Ball Valves 4
400578 Combination and Surge Relief Valves 6
406113 Process Control System General Provisions 14
406121 Process Control System Testing 6
406126 Process Control System Training 4
407113 Magnetic Flow Meters 4
407223 Radar Level Meters 4
407276 Level Switches 4
407313 Pressure and Differential Pressure Gauges 4
407336 Pressure and Differential Pressure Switches 4
407363 Diaphragm Seals 4
407600 Process Gas Analytical Measurement 4
Section
DIVISION 41 — MATERIAL PROCESSING AND HANDLING EQUIPMENT
NOT USED
DIVISION 43 — PROCESS GAS AND LIQUID HANDLING
# of Pages
432010 Pumps, General 8
432513 Dry Pit Screw Centrifugal Pumping Units 18
DIVISION 44 — POLLUTION CONTROL EQUIPMENT
NOT USED - Refer to Section 011000 — Summary of Work and Special Provisions Appendix K DIVISION 46 — WASTEWATER EQUIPMENT
461500 Aluminum Basin Cover 4
462433 Manhole Grinder System 12
APPENDIX K
BIOREM ODOR CONTROL SYSTEM MODIFICATIONS 5
APPENDIX L
PROTO 11 CMU WALL DESIGN 6
SECTION 011000 — SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Construction Documents
4. Phased construction
5. Lift station operation during construction
6. Construction and schedule constraints
7. Phased construction
8. Sequence of construction
9. Access to site.
10. Coordination with occupants.
11. Work restrictions.
12. Specification and drawing conventions.
13. Miscellaneous provisions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
1.2 PROJECT INFORMATION
A. Project Identification: City of Beaumont, Mesa Lift Station Upgrade
1. Project Location: Potrero Blvd, City of Beaumont, California B. Owner: City of Beaumont
C. Engineers: Albert A. Webb Associates, Brad Sackett (951) 686-1070 Aqua Engineering, Justin Logan (801) 299-1327
1. Engineers have been engaged for this Project to provide engineering services.
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The following list has been furnished for the convenience of the Contractor and shall not be considered as representing all Work required in the Contract Documents. Contractor shall not take advantage of any errors or omissions in this listing and shall report any discrepancies or
CITY OF BEAUMONT SUMMARY OF WORK
MESA LIFT STATION UPGRADE 011000-1
questionable items to the Engineer for clarification. The Work of Project is defined by the Contract Documents and consists of the following:
1. The Mobilization of all equipment, labor, tools, and materials to and from the project site.
2. Site demolition and removal of existing equipment and/or infrastructure as indicated in the Contract Documents.
3. Construction of a new grinder manhole and installation of a new grinder.
4. Replacement of existing pumps, valves, discharge, and suction piping as noted in the Contract Documents.
5. Construction of a new concrete emergency storage basin and installation of basin cover.
6. Modification of electrical gear as noted in the Contract Documents.
7. Modifications of existing odor control system equipment per manufacturer's recommendations. The contractor shall engage the odor control system manufacturer to provide the required services to modify the existing system. Please refer to Technical Specifications Appendix K for vendor information and regarding the specific required activities. Note that it is the contractor's responsibility to verify the cost of the recommended services at the time of the bid.
8. Installation of a new Post -Tensioned "Proto-II" CMU wall. (Please refer to Technical Specifications Appendix L included herein for Proto-II wall system design and installation requirements.) Proto-II CMU wall shall be installed by a certified installer. Installers certification shall be included with a complete wall system submittal.
9. Replacement of the gate operator and chain.
10. All other civil, site block wall, yard piping, water service, mechanical, and electrical work included in the Contract Documents.
11. Testing and Startup and Commissioning as described in Section 017500 — Commissioning.
12. Project Construction Survey — The Contractor shall be responsible to survey the location of all buried piping and fittings. The survey information shall be presented on the Record Drawings and each surveyed point shall have the Northing, Easting, Elevation information and a brief description. The survey shall also include the verification of manhole invert elevations. The survey shall be performed, and data certified by a licensed surveyor in the State of California.
List above is intended to provide an overview of the major project components and does not include all work described in Contract Documents.
B. Type of Contract.
1. Project will be constructed under a single prime contract.
CITY OF BEAUMONT SUMMARY OF WORK
MESA LIFT STATION UPGRADE 011000-2
1.4 CONSTRUCTION DOCUMENTS
A. The Contractor may obtain copies of the construction documents as directed in the Instruction to Bidders in Volume 1, "Notice and Invitation to Bidders." Electronic copies of the existing lift station drawings will be available to the successful Contractor through the same means. Note that only limited "record drawings" or "as -constructed drawings" for previous on -site construction projects are available and may not accurately reflect the as -constructed condition.
1.5 PHASED CONSTRUCTION
A. The Work shall be conducted in accordance with an approved Contractor's Schedule.
1. It is expected that the project will consist of a single phase(s). Work on the project initial phase shall commence simultaneously with the Notice to Proceed and be substantially complete and ready for full use Three Hundred and Sixty -Five (365) calendar days after the issue of Notice to Proceed.
B. Phases:
1. The project consists of a single phase of work, however, the single phase must be sequenced to maintain the lift station continuously All work is to be completed in 365 calendar days from the issue of Notice to Proceed.
C. The Contractor's Schedule shall include completion dates. It shall also be coordinated with the sequencing plan. It is anticipated and expected that work will begin with the issue of the Notice to Proceed.
1.6 SITE OPERATION DURING CONSTRUCTION:
A. Continuous operation of the Owner's existing facilities is of critical importance. The purpose of the following is to provide a general overview of the operations and critical facilities that must remain in operation during the construction:
1. Existing Facility Description: The existing facility consists of a wet well/dry pit lift station, several gravity conveyance manholes, odor control system and associated instrumentation and electrical gear. Currently, there are three pumps installed in the dry pit and the odor control is not functional.
2. During construction, the existing facility must remain in operation. Therefore, a sequential removal and construction approach is required.
1.7 CONSTRUCTION AND SCHEDULE CONSTRAINTS
1. Construction of the Work may require short disruptions of individual or multiple processes at the existing lift station to make critical connections or replace existing pumps, pipelines, and infrastructure. Contractor shall schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified. Contractor shall provide temporary facilities, bypass systems, or other approved means to ensure continuous operation of lift station to meet system operational and emergency demands.
CITY OF BEAUMONT SUMMARY OF WORK
MESA LIFT STATION UPGRADE 011000-3
2. Contractor shall notify Engineer and Owner in writing at least 14 working days in advance of any operation that will disrupt Owner's facilities or operations or any required shutdown. Prior to removing any portion of the existing facilities, submit and obtain Engineer and Owner approval for all submittals required to construct the proposed improvements.
3. Clearly demonstrate in the CPM Schedule and other submittals, to the satisfaction of the Owner and the Engineer, the Contractor's ability to complete the Work requiring an interruption of service (shutdown work) within the allowable duration.
4. If the Contractor does not clearly demonstrate the ability to complete the shutdown work in the CPM Schedule proposed during a shutdown period, the Owner reserves the right to limit the scope of the shutdown work which the Contractor may undertake.
5. Opportunities for shutdown of existing lift station operation will be limited to periods of low flows and of very limited duration. The periods of daily low flows are typical associated with hours between 10:00 PM and 6:00 AM.
6. For all shutdowns, the Contractor shall provide emergency bypass equipment for the process or equipment capable of meeting the current peak flowrate. The Contractor shall prepare a submittal of the equipment for approval by the Owner prior to scheduling all shutdowns.
1.8 SEQUENCE OF CONSTRUCTION
A. The following paragraphs are provided as guidance to the Contractor with the intent of providing general information regarding the required sequencing of construction of individual processes and infrastructure. It is not the intent of the following paragraphs to identify all the work required to be in place for a given process to be Substantially Complete. Thus, items such as utility water connections, access roads, plant drain system, and process piping may not be specifically listed and discussed.
B. The listing of items below also does not indicate or imply that all constraints or special conditions have been identified. The list is not a substitute for the duty of the Contractor to coordinate and plan for completion, all Work by the Substantial/Contract Completion Dates specified in the Contract Documents. The Contractor is responsible for all coordination and scheduling with the plant staff and personnel. The Contractor shall verify that all processes are available before the start-up of the systems. Also, some of the process infrastructure may be constructed (but not Substantially Complete) simultaneously, or ahead of the identified process predecessors. It is noted that the guidelines may change upon a more detailed review of the scheduling. The Engineer is not responsible for scheduling the Contractor's work.
1. Task 1 — Construction of Emergency Storage Basin
Construction Predecessor: Mobilization
For this task to be completed, the following activities must be completed:
a. Construction of Concrete Emergency Storage Basin
b. Installation of basin cover (ADD ALTERNATE)
c. Installation of NPW system
d. Connection to existing MH#1 (may require bypass pumping) Construction Notes and Work Constraints: Coordinate all work with City's staff. This work will also require coordination with BCVWD.
CITY OF BEAUMONT
MESA LIFT STATION UPGRADE
SUMMARY OF WORK
011000-4
2. Task 2 — Partial Removal of Existing Pumps and Piping Construction Predecessor: Delivery of new pumps and associated electrical equipment.
For this task to be completed, the following activities must be completed:
a. Partial removal of one (1) existing pump and existing pump discharge and 16 -inch manifold piping.
b. Installation and testing of portion of new suction and discharge piping c. Installation and testing of two (2) new pumps (P-11261 and P-11241) and associated electrical work and instrumentation.
Construction Notes and Work Constraints: Existing lift station shall remain operational at all times. Consequently, a sequential installation of new pumps and associated discharge piping is required. During the duration of this task, culminating with successful completion of Reliability Acceptance Testing (RAT) of pumps P-11261 and P-11241, two existing pumps and existing 12 -inch discharge manifold shall remain in operation.
Note that the pump testing and substantial completion of this task is subject to completion of work on the 16 -inch diameter force main in Potrero Blvd and Western Knolls Avenue being implemented under a separate contract. The Contractor shall assume the 16 -in diameter force main will be available for use 210 calendar days after the Notice to Proceed for this contract.
3. Task 3 — Partial Removal of the Remaining Existing Pumps and Piping Construction Predecessor:
a. Delivery of new pumps and associated electrical equipment. b. Task 2 Substantial Completion
For this task to be completed, the following activities must be completed:
a. Removal of two (2) pumps and associated existing pump discharge and 12 -inch manifold piping.
b. Installation and testing of portion of new suction and discharge piping c. Installation and testing of two (2) new pumps (P-11221 and P-11201) and associated electrical work and instrumentation.
Construction Notes and Work Constraints: Task 2 must be completed and operational.
Existing lift station via the two new pumps installed as part of Task 2 shall remain operational at all times.
4. Task 4 — Manhole grinder installation and existing odor control system modifications:
Construction Predecessor:
a. Delivery of new grinder manhole
For this task to be completed, the following activities must be completed:
a. Existing odor control system modification and completion of system RAT. 1) The contractor shall engage the odor control system manufacturer to provide the required services to modify the system. Please refer to Appendix B for vendor information regarding the specific required
CITY OF BEAUMONT SUMMARY OF WORK
MESA LIFT STATION UPGRADE 011000-5
activities. Note that it is the contractor's responsibility to verify the cost of the recommended services at the time of the bid.
b. Installation and testing of new grinder manhole and associated electrical gear (may require bypass pumping)
Construction Notes and Work Constraints: Existing lift station shall remain operational at all times. In general, this task may be completed in parallel with any of tasks listed above. The Contractor shall provide a bypass sewage pumping system for this work or propose an alternative approach. The selected approach must be submitted to the Owner for approval, along with all details necessary for complete implementation.
5. Task 5 — CMU Wall Modifications
Construction Predecessor:
a. Emergency Storage Basin Construction
For this task to be completed, the following activities must be completed:
a. Construction of new CMU Wall.
1) Please refer to Appendix A included herein for Proto-II wall system design and installation requirements. Proto-II CMU wall shall be installed by a certified installer. Installers certification shall be included with a complete wall system submittal.
Construction Notes and Work Constraints: Construction of the CMU wall may start at any point following the construction of the Emergency Storage Basin.
C. The Contractor shall prepare and submit a phasing/sequencing plan. The contractor may use the individual process sequencing listed above to propose construction phasing. The proposed phasing plan will be evaluated by the Engineer and the Owner prior to approval. When developing the phasing plan, the contractor shall evaluate other construction factors such as the requirement to keep the lift station operational at all times, bypass equipment if required, equipment lead times, and provide adequate access for City's operations and maintenance.
D. The contractor shall coordinate ahead of time utility tie-ins and potential operational interruptions with the City and BCVWD staff and will be responsible for planning and coordinating all aspects of the work. The Contractor is required to submit a detailed work plan for each shutdown or tie-in event.
E. It shall be the responsibility of the Contractor to ensure that the lift station maintains operability throughout the construction. All bypass pumping shall be provided with complete redundancy.
The Contractor shall also be held liable for violations of applicable AQMD permits due to construction activities. The Contractor shall be held liable for damages resulting from sewage spills caused by improperly performed shutdowns and bypasses.
F. For each proposed bypass operation, the Contractor shall submit a bypass plan in accordance with Section 020960 of the Specifications. Prior to any bypassing, the plan must be approved by the Owner and Engineer. The Contractor shall be responsible for clean-up and repair of any damage caused during bypassing.
CITY OF BEAUMONT SUMMARY OF WORK
MESA LIFT STATION UPGRADE 011000-6
1.9 ACCESS TO SITE
A. General: Contractor shall have full use of Project site, defined as the limits of construction, for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to maintain the operation of the lift station, perform work or to retain other contractors for work on the site or facilities. Owner will inform the contractor of areas that are essential for facility operation which shall not be disturbed, blocked, or impacted by the construction efforts.
B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.
Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
2. Contractor shall coordinate with the City and provide access during construction to the lift station for operating, cleaning, and maintenance of all facilities. Access route and layout shall be coordinate with the City and any changes shall require approval from the City.
1.10 OCCUPANTS
A. Full Owner Occupancy: Owner will occupy site during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage.
Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.
2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.
B. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.
C. On -Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, except City Recognized Holidays, unless otherwise indicated and/or agreed with the Owner all in accordance with General Conditions.
D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
CITY OF BEAUMONT SUMMARY OF WORK
MESA LIFT STATION UPGRADE 011000-7
1. Notify Owner not less than two days in advance of proposed utility interruptions.
E. Noise, Vibration, and Odors: Coordinate with Owner all operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy.
1. Notify Owner not less than two days in advance of proposed disruptive operations.
F. Smoking requirements are to comply with California State law.
1.11 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. General and Special Conditions: Requirements of General and Special conditions provided in Volume I of Contract Documents apply to the Work of all Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations and scheduled on Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.
END OF SECTION 011000
CITY OF BEAUMONT SUMMARY OF WORK
MESA LIFT STATION UPGRADE 011000-8
SECTION 011002 -SEQUENCE OF OPERATION
PART 1 - GENERAL
1.1 Work Included
A. General control sequence for:
1. In -line Grinder Operation
2. Lift Station Operation
3. Automated Valve Operation
4. Sump Pump for Dry Well
B. Instruments and equipment shall be constructed by Contractor.
1. SCADA programming will be done by City.
C. Refer to Section 011000 for a summary of construction activities and construction sequencing.
D. The existing lift station must remain in operation at all times.
1.2 Related Work
A. Section 011000: Summary of Work
B. Section 013300: Contractor Submittals
C. Section 016600: Equipment Testing and Startup
D. Section 017500: Commissioning
E. Section 260000: General Electrical Requirements
F. Section 262923: Variable Frequency Motor Controllers G. Section 407113: Magnetic Flow Meters
H. Section 407223: Radar Level Meters
I. Section 407276: Level Switches
J. Section 407313: Pressure and Differential Pressure Gauges K. Section 407336: Pressure and Differential Pressure Switches L. Section 400557: Actuators for Process Valves and Gates M. Section 432010: Pumps, General
N. Section 432513: Dry Pit Screw Centrifugal Pumps
O. Section 462413: Manhole Grinder System
1.3 System Description
A. The overall system includes following process components:
1. Gravity collection system piping
2. In -line, manhole grinder system (ME -10201)
3. Emergency storage basin
4. Lift station wet well
5. Lift station dry pit
6. Four (4), dry pit screw centrifugal pumps
7. Dry pit sump pumps
8. Screw pump discharge piping with associated instrumentation and isolation and flow
CITY OF BEAUMONT SEQUENCE OF OPERATION
MESA LIFT STATION UPGRADE 011002-1
control valves.
9. Two (2) parallel force main (FM) lines (12 and 16 -inch diameter)
1.4 Normal System Operation
A. No controls or specific process operational activities are associated with the collection system located on site.
B. The in -line manhole grinder system shall operate continuously in "REMOTE" mode.
Remote run command shall be provided by the PLC and shall keep the grinder running until "OFF" in manual switch is selected or Fault is detected.
C. Emergency Storage Basin — no controls or specific process operational activities are associated with the emergency storage basin operations.
1. The level indicating transmitter LT -10101 returns a liquid level measurement in the basin.
This measurement will return to the PLC and become displayed on SCADA for monitoring by operation and maintenance staff. In addition, a high liquid level alarm will be generated once the liquid elevation is at 2424.75.
2. Backup level alarms and control shall be provided by level switches LSL-10102 and LSH- 10102. Mechanical limit switches provide redundancy and protection to other equipment in the case of LT failure.
D. Screw Centrifugal Pumps
1. The lift station total flow capacity is 5,200 gpm, with each pump having a capacity of 1,750 gpm at 228 feet of head.
2. The lift station configuration allows operation of all four pumps, but only three (3) pumps are required to provide the design flow resulting in a 3 Duty + 1 Standby pump configuration.
3. For normal operations, two pumps P-11201 and P-11221 will be dedicated to servicing the 12 -inch force main and two pumps P-11241 and P-11261 will be dedicated to servicing the 16 -inch force main. To meet the maximum design flow (5,200 gpm) requirement, three (3) pumps will be operated simultaneously with two pumps pumping into the 16 -inch FM and one into the 12 -inch FM.
4. To ensure similar run times, at any time, one of the 4 pumps will be automatically selected as the lead pump. Operations and maintenance staff can select various methods of choosing lead and lag operation, be it, run hours, sequential or time based.
5. In this mode of operation, the actuated valves are in following positions:
a. FV-11281 — OPEN
b. FV-11291 — OPEN
c. FV-11272- CLOSED
E. Pump primary level -controlled operating sequence in AUTO mode shall be:
1. The primary pump shall be turned on automatically based upon a wet well level set point selected by the operating staff (See Section G) provided by level transmitter LIT -11202.
2. Pump speeds shall be controlled from PLC using a linear level controller — as the wet well level rises pump speeds increase and/or bring on additional pumps. Refer to sections F and G below for typical pump cycle and level control set points respectively.
3. Pump speed setpoints, and control will be provided to the operator through SCADA.
4. Safety alarms described below will be monitored by the PLC and provide protection to the equipment and control to the operation staff.
CITY OF BEAUMONT SEQUENCE OF OPERATION
MESA LIFT STATION UPGRADE 011002-2
• VFD Fault
• Motor High Temperature
• Bearing High Temperature
• Internal Moisture
• Pump Dry Chamber
• High Discharge Pressure
• Low Wet Well Level
• Discharge Flow
• Valve Positions (FV-11281, FV-11272, FV-11291)
• HOA Position
5. Typical pump cycle shall be as described below:
a. Primary (Lead) Pump P-11201 or P11221 ON (flow in 12" FM) b. Lag #1 Pump P-11241 or P-11261 ON (flow in 16" FM)
c. Lag #2 Pump P-11241 or P-11261 ON (flow in 16" FM)
6. In the event the PLC fails, hardwired controls from the float system will enable pump operation. Timer control and float signals will start pumps at a preset speed programmed into the VFD upon high level conditions and stop upon low level conditions in the wet well.
F. Level Control:
1. Elevation Set Points
LEVEL
(Elevation)
Control
Remarks
2410.50
Wet Well Low Low Level Alarm
LSL-11203
2410.58
Wet Well Low -Level Alarm
LIT -11202
2410.83
Lead/Primary Pump OFF
-
2411.58
Lead/Primary Pump ON
Low Speed
2411.83
Lead Pump Target Level Control
-
2412.07
Lag Pump #1 OFF
-
2412.58
Lag Pump #1 Pump ON
Low Speed
2413.07
Lead/Lag #1 Pump Target Level Control
-
2413.58
Lag Pump #2 OFF
-
2414.07
Lag Pump #2 ON
Low Speed
2414.58
Lead/La #1, #2 Pum Tar et Level Control
-
2415.83
High Wet Well Level Alarm
LIT -11202
2416.33
Hi h -Hi h Alarm
LSH-11203
2414.58
Standby Pump OFF
Emergency Operation
2415.33
Standby Pump ON
Emergency Operation —
Low S eed
2415.58
All pumps in operation Target Level Control
Emergency Operation
2. Elevation control instrumentation:
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MESA LIFT STATION UPGRADE
SEQUENCE OF OPERATION
011002-3
a. Primary: Level control indicator transmitter LE/LIT-11202 b. Alarm backup shall be provided by level switches LSL-11203 and LSH-11203.
G. Pump primary level -controlled operating sequence in AUTO mode shall be:
1. VFD speed shall be controlled from PLC based on wet well level.
2. The VFD will ramp up the speed of the selected lead pump within 0-300 seconds (initial setting 120 seconds) to maintain a preset level in the wet well.
3. The VFD will shut down under any of the following circumstances:
a. An alarm condition occurs.
b. The system is manually shut down.
4. Hydraulic -generated alarm conditions may include:
a. Low wet well level.
b. No flow (check valve not opening).
c. High pressure
5. Motor -generated alarm conditions may include:
a. Loss of control signal
b. Motor overcurrent
c. Motor failure
d. Motor high temperature
e. Bearing high temperature
f. Internal Conductivity
g. Dry Chamber
6. VFD-generated alarm conditions may include:
a. Power loss
b. Communication Fail
c. Emergency Stop
d. VFD overcurrent
e. VFD overvoltage
f. VFD undervoltage
g. VFD overtemperature
h. VFD underspeed
i. VFD phase -to -phase or phase -to -ground fault
j. VFD failure or fault
B. Pump primary level -controlled operating sequence in HAND mode shall be similar to AUTO mode with all alarm condition safeties in operation, except the pump speed in HAND mode will not be paced by the wet well level but will revert to a manual controlled speed from the PLC or speed potentiometer on front door of VFD.
H. Dry -Pit Sump Pump Operation
1. Lead pump ON based on energization of LSH-1300A
2. Lag pump ON based on energization of LSH-1300B
3. Lead and Lag pumps OFF based on energization of LSL-1 300
4. High water alarm based on energization of LSHH-1300
CITY OF BEAUMONT SEQUENCE OF OPERATION
MESA LIFT STATION UPGRADE 011002-4
1.5 Alternative Operations
A. Current design allows for alternative modes of operation. These are typically associated with Emergency operations when one of the force main lines is out of service or in the case of pump replacement and/or maintenance:
1. 12 -inch Force Main Out of Service:
a. Pump AUTO level control outlined in PART G is applicable. b. Actuated valve FV-11281 is CLOSED
c. Actuated valve FV-11291 is OPEN
d. Actuated valve FV-11272 is OPEN
e. A maximum of three (3) pumps may be in operation (interlock with FV-11281 position).
f. Valve OPEN/CLOSE sequence shall be such that FV-11272 is in OPEN position before FV-11281 starts to close.
2. 16 -inch Force Main out of Service:
a. Pump AUTO level control outlined in PART G is applicable. b. Actuated valve FV-11291 is CLOSED
c. Actuated valve FV-11281 is OPEN
d. Actuated valve FV-11272 is OPEN
e. A maximum of two (2) pumps may be in operation (interlock with FV-11291 position). f. Valve OPEN/CLOSE sequence shall be such that FV-11272 is in OPEN position before FV-11291 starts to close.
PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION
3.1 Field Quality Control
A. Field testing of complete control systems during facility commissioning shall conform to Sections 017500 and 406113.
CITY OF BEAUMONT SEQUENCE OF OPERATION
MESA LIFT STATION UPGRADE 011002-5
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:
1. Coordination drawings.
2. Requests for Information (RFIs).
3. Requests for Change (RFCs)
4. Project Web site.
5. Project meetings.
1.2 DEFINITIONS
A. RFI: Request from Owner, Engineer, or Contractor seeking information required by or clarifications of the Contract Documents.
B. RFC: Request from Contractor proposing a change to the contract requirements.
1.3 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
1.4 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
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B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
1.5 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.
1. Content: Project -specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
b. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Engineer indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Site Plan and Utilities: Show new and existing equipment pads, wet well, dry pit, storage basin, underground utilities and perimeter walls.
2. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire -protection, fire -alarm, and electrical Work. Show locations of visible ceiling -mounted devices relative to acoustical ceiling grid. (if applicable)
3. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. (if applicable)
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4. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire -protection, fire -alarm, and electrical equipment.
5. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
6. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.
7. Review: Engineer will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility.
1.6 REQUESTS FOR INFORMATION (RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. A sample RFI form is included at the end of this Specification.
1. Engineer will return RFIs submitted to Engineer by other entities controlled by Contractor with no response.
2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.
3. Owner or Engineer will not review the Contractor's RFIs that are in fact Requests for Changes (RFCs), as determined by the Owner. In such cases, Contractor will be required to resubmit on the appropriate RFC form.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:
1. Project name.
2. Project number.
3. Date.
4. Name of Contractor.
5. Name of Engineer.
6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate.
9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
11. Contractor's suggested resolution. If Contractor's solution(s) impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
12. Contractor's signature.
13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
C. RFI Forms: Software -generated form with substantially the same content as indicated above, acceptable to Engineer.
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D. Engineer's Action: Engineer will review each RFI, determine action required, and respond.
Allow seven (7) working days for Engineer's response for each RFI. RFIs received by Engineer after 1:00 p.m. PST will be considered as received the following working day.
1. The following RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for coordination information already indicated in the Contract Documents.
d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Engineer's actions on submittals. f. Incomplete RFIs or inaccurately prepared RFIs.
2. Engineer's action may include a request for additional information, in which case Engineer's time for response will date from time of receipt of additional information.
3. Engineer's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit a Change Proposal. a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Engineer and Construction Manager in writing within 10 (10) days of receipt of the RFI response.
E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.
Submit log weekly. Software log with not less than the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Engineer.
4. RFI number including RFIs that were dropped and not submitted.
5. RFI description.
6. Date the RFI was submitted.
7. Date Engineer's response was received.
F. On receipt of Engineer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Engineer within seven (7) days if Contractor disagrees with response.
1. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.
2. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.
1.7 REQUEST FOR CHANGE (RFCs)
A. Contractor shall submit a Request for Change when Contractor proposes a change in the Contract requirements. All change requests shall be submitted on the RFC form attached to this Specification. As shown therein, Contractor is required to fully describe the benefit(s) to the Owner, benefit(s) to the Contractor, the cost and/or schedule impact(s) associated with the requested change, along with whether or not Contractor proposes or requires a Contract Change
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MESA LIFT STATION UPGRADE 013100-4
Order for implementing the change. Except for as described in Section 1.6 herein, any Contractor RFC that is submitted on the RFI form will be returned without review.
B. As noted on the RFC form, it is understood that certain RFCs can be responded to promptly, with minimal expenditures required by Owner. It is also understood that other RFCs require significant expenditures by Owner in order to properly evaluate and respond to Contractor's RFC. For those RFCs that fall in the latter category, Owner will provide an estimate (time and money) to Contractor as an initial response to RFC. Contractor may then elect to have Owner proceed with evaluating Contractor's RFC (with estimated value deducted from Contractor's Contract with the Owner), or elect to withdraw Contractor's RFC.
1.8 PROJECT MEETINGS
A. General: Construction Manager will schedule and conduct meetings and conferences at Project site unless otherwise indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Engineer of scheduled meeting dates and times.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner, Construction Manager, and Engineer, within three (3) days of the meeting.
B. Preconstruction Conference: Engineer will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Engineer, but no later than fifteen (15) days after execution of the Agreement.
1. Attendees: Authorized representatives of Owner, Construction Manager, Engineer, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Tentative construction schedule.
b. Phasing.
c. Critical work sequencing and long -lead items.
d. Designation of key personnel and their duties.
e. Procedures for processing field decisions and Change Orders. f. Procedures for RFIs.
g. Procedures for testing and inspecting.
h. Procedures for processing Applications for Payment.
i. Distribution of the Contract Documents.
j. Submittal procedures.
k. Preparation of record documents.
1. Use of the premises and existing building.
m. Work restrictions.
n. Working hours.
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MESA LIFT STATION UPGRADE 013100-5
o. Owner's occupancy requirements.
P. Responsibility for temporary facilities and controls. q. Procedures for disruptions and shutdowns.
r. Construction waste management and recycling.
s. Parking availability.
t. Office, work, and storage areas.
u. Equipment deliveries and priorities.
v. First aid.
w. Security.
x. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Engineer, Construction Manager of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility problems.
k. Time schedules.
1. Weather limitations.
m. Manufacturer's written instructions.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
y. Protection of construction and personnel.
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3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.
5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.
D. Progress Meetings: Construction Manager will conduct progress meetings at weekly intervals.
1. Attendees: In addition to representatives of Owner, Construction Manager, and Engineer, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting.
Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period.
b. Contractor shall prepare three-week look ahead schedules for review at each progress meeting. The three-week look ahead schedules are not an acceptable substitute for CPM schedule updates that must be submitted with Contractor's monthly partial payment requests.
c. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Status of documentation.
5) Deliveries.
6) Off -site fabrication.
7) Access.
8) Site utilization.
9) Temporary facilities and controls.
10) Progress cleaning.
11) Quality and work standards.
12) Status of correction of deficient items.
13) Field observations.
14) Status of RFIs.
15) Status of proposal requests.
16) Pending changes.
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17) Status of Change Orders.
18) Pending claims and disputes.
19) Documentation of information for payment requests.
3. Minutes: Entity responsible for conducting the meeting will electronically record, transpose and distribute the meeting minutes to each party present and to parties requiring information.
a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.
4. It is noted that inspection will not be provided during scheduled progress meetings.
Contractor is not permitted to perform work that requires inspection (as determined by Owner) during the progress meetings. Contractor shall adjust his schedule to accommodate said weekly progress meetings and no additional compensation will be provided for same. Contractor's bid shall consider Owner's requirements for weekly progress meetings. Owner, at its sole discretion, may decrease the frequency of progress meetings if deemed appropriate.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
CITY OF BEAUMONT PROJECT MANAGEMENT AND COORDINATION
MESA LIFT STATION UPGRADE 013100-8
SAMPLE
CONTRACTOR'S REQUEST FOR INFORMATION (RFI) #
To (Engineer):
From (Contractor):
Subject:
Reference: Construction Drawing:
Specification (Section and Page):
REQUEST
Information is requested as follows:
Information Requested By (Name):
Date:
Response Requested By (Date):
Received by CM (Date):
RESPONSE
Response to Information Request:
Response By (Name):
Date:
Final Distribution:
Page of
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013100-9
SAMPLE
CONTRACTOR'S REQUEST FOR CHANGE (RFC) #
To (Engineer):
From (Contractor):
Subject:
Reference: Construction Drawing:
Specification (Section and Page):
REQUEST
The following change is requested:
Change Requested By (Name):
Date:
Response Requested By (Date):
Received by CM (Date):
Benefit to Owner:
Benefit to Contractor:
Cost and/or Schedule Impact:
Change Order Required or Proposed?
YES NO
RESPONSE
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Response to Change Request: (1)
RESPONSE (Continued)
Response By (Name):
Date:
(1) It is understood that certain RFCs can be responded to promptly, with minimal expenditures required by Owner. It is also understood that other RFCs require significant expenditures by Owner in order to properly evaluate and respond to Contractor's RFC. For those RFCs that fall in the latter category, Owner will provide an estimate (time and money) to Contractor as an initial response to RFC. Con- tractor may then elect to have Owner proceed with evaluating Contractor's RFC (with estimated value deducted from Contractor's Contract with Owner), or elect to withdraw Contractor's RFC.
Final Distribution:
END OF SECTION 013100
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SECTION 013130 - SAFETY
PART 1 - GENERAL
1.1 SUMMARY
A. Contractor's safety program shall conform to the requirements specified in the General Conditions.
B. This specification provides general guidance for site safety and a site safety program.
1.2 DEFINITIONS
A. For the purposes of this Section, an "active construction area" is any area where construction activities are occurring or construction activities could be considered a potential hazard to people.
B. A "Designated Safety Officer" or "Safety Representative" for the purposes of this Contract, means anyone who is capable of identifying the existing and predictable hazards in the areas surrounding a construction project or those working conditions at a construction project that are unsanitary or dangerous to employees. A "Designated Safety Officer" has the authority to make prompt corrective measures to eliminate those hazards.
C. For the purposes of this Section, a "classified area" represents any area within the classified boundary or envelope of an active wastewater treatment process basin, channel, or other facility.
A table summarizing the classified areas present within the boundaries and scope of this project is provided in paragraph 1.4 of this Section.
1.3 SUBMITTALS
A. Demonstrate compliance action with the stipulations of California Occupational Safety and Health Administration (CAL OSHA), Mine Safety and Health Administration (MSHA), and other applicable local, state, and federal safety requirements by submitting to Engineer a copy of all safety plans, programs, and permits. Such plans and programs shall include, but are not limited to:
1. Hazard Analysis Prior to Major Activities (job safety analysis, JSA).
2. Emergency Plan.
3. Rigging and Hoisting Plans.
4. Excavation and Trenching Plans.
5. Respiratory Protection Program.
6. Fire Protection Plan.
7. Confined Space Entry Program.
8. Explosives Handling and Storage.
9. Confined Space Entry Program.
10. Electrical Safety (drop cords, temporary power, GFCI's, etc.)
11. Lock Out/Tag Out.
12. Fall Protection.
13. Heavy Equipment Operations.
14. Burning and Welding Operations.
15. Training Plan.
16. Tunneling/Underground/Jacking/Boring Operations.
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17. Project Site Rules and Regulations (hazard protection plan).
18. Material Handling (storage -disposal).
19. Fuel Storage and Refueling.
20. Hazard Communication/Right to Know.
21. Subcontractor Requirements.
22. Ventilation.
23. Personal Protective Equipment (hearing, eye, face).
24. Power Transmission/Distribution (temporary and/or permanent).
25. Traffic Control.
26. Environmental Controls.
27. Safety Meetings.
28. Spill Control Plan.
29. First Aid Facilities.
B. Engineer's receipt of safety plans or programs will not relieve Contractor in any way from the full and complete responsibility for safety and training of its personnel, and the onsite personnel of Owner, Engineer, and other visitors to areas of active construction areas. On a daily basis, inform Engineer of changes to the boundaries of the active construction areas.
C. Be responsible for safety training all personnel who will have access to the active construction areas to meet state, federal, local and Contractor requirements. Maintain reasonable, regularly scheduled training sessions in mutually accessible facilities through entire Contract. Training costs for all personnel and visitors, except those costs associated with training personnel of Contractor, subcontractors, suppliers, and visitors will be considered incidental to other lump -sum portions of the Work and no additional compensation for such training will be provided.
D. Safety Program Requirements:
1. Safety Representative Requirements:
a. Assign a full-time Safety Representative.
b. The Safety Representative's duties and responsibilities will be hazard recognition, accidents prevention, new employee orientation (including subcontractors), and the maintaining and supervising of safety precautions and program. This person shall have no other duties. The Safety Representative or a qualified and approved deputy shall be onsite at all times while Work is ongoing. c. Qualifications of the Safety Representative and assigned deputies shall be submitted to Engineer for review. Acceptance of their qualifications by Engineer is required prior to the start of any activity on the Project. The Safety Representative will, as a minimum, meet the requirements of regulations per the CAL OSHA Enforcement Branch Program.
2. Hazardous Substances:
a. Provide Engineer with a list of all hazardous substances anticipated to be brought on -site.
b. Maintain on site Material Safety Data Sheets (MSDS) prior to arrival of any hazardous substances on the Project.
c. Use storage area(s) as outlined in the spill control plan.
3. Job Safety Analysis (JSA):
a. Outline the sequence of the Work, equipment to be used, identify hazards that may exist or may be created and what procedures and/or safety equipment will be used to eliminate or reduce these hazards. A Scope of Work JSA shall be prepared and provided to the Engineer prior to the start of unusual, hazardous, or have risk
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potential activities on the Project. The name of the competent person assigned to this activity will be included on the JSA.
b. Complete a JSA for any activity, which may be of an unusual nature or involves unique hazards.
4. Reports
a. Provide to Engineer copies of Contractor's and subcontractor's:
1) First aid, recordable, lost time and near miss, monthly logs. 2) OSHA 200 injury log (annually)
3) Safety meeting reports and topics (weekly).
4) List of competent persons as required by OSHA and the Project Health and Safety Manual for each required task and their qualification as such. 5) Injury and accident reports will be submitted to Engineer within 24 hours of any incident. Immediate notification to Engineer of an accident is required. Full cooperation with Engineer in accident investigation is required.
b. Conduct weekly safety inspections. Corrective actions shall be taken within 24 hours to address all deficiencies identified during inspections. Deficiency reports shall be prepared and submitted to Engineer within 48 hours indicating corrective actions taken. Failure to comply with required corrective measures identified in the safety inspection will result in the delayed signing of the monthly application for progress payment by Engineer.
c. Provide Engineer with a report of any periodic audit of Contractor's safety performance and/or records.
1.4 CLASSIFIED AREAS
A. The Site is an active wastewater lift station that must remain operational and online at all times.
Consequently, construction activities for this project will involve working near and and with equipment that must remain online and operational. In addition to the usual hazards of open, deep structures, manholes and equipment/machinery that is actively operating, many of these structures are considered classified zones (per NFPA 820) with potential hazards for fire and explosions due to the presence of explosive gases associated with wastewater.
B. Contractor shall take all additional precautions necessary when working within the classified zones and envelopes in these areas to prevent sparks, open flames, ignitions, and reduce the risk of fire or explosion. Precautions include but are not limited to: reviewing classified areas with all workers and subcontractors as part of the regular safety meetings and site orientation; providing proper PPE for workers entering classified areas; avoid using electrical tools, plugs, extension cords, welding equipment, open flames/heaters, and other potential sources for sparks or ignition within the classified envelopes; and following all guidelines and recommendations provided in NFPA and CALOSHA for working in classified areas,
C. Refer to Electrical Site Layout Drawings for NFPA 820 classified areas.
END OF SECTION 013130
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SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Contractor's construction schedule.
2. Construction schedule updating reports.
3. Daily construction reports.
4. Site condition reports.
1.2 RELATED SECTIONS:
A. General Conditions
B. Section 013300 "Contractor Submittals"
1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.
C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
D. Float: The measure of leeway in starting and completing an activity.
1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.
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1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file, where indicated.
2. PDF electronic file.
3. Two (2) paper copies.
B. Startup Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.
C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.
1. Submit a working electronic copy of schedule labeled to comply with requirements for submittals. Include type of schedule (initial or updated) and date on label.
D. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.
2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.
3. Total Float Report: List of all activities sorted in ascending order of total float.
4. Earnings Report: Compilation of Contractor's total earnings from the Notice to Proceed until most recent Application for Payment.
E. Construction Schedule Updating Reports: Submit with Applications for Payment.
F. Daily Construction Reports: Submit at weekly intervals to the Construction Manager.
G. Site Condition Reports: Submit at time of discovery of differing conditions.
1.5 COORDINATION
A. Coordinate Contractor's construction schedule with the schedule of values, submittal schedule, progress reports, payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.
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PART 2 - PRODUCTS
2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.
1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
B. Activities: Treat each separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than twenty (20) days, unless specifically allowed by Engineer.
2. Procurement Activities: Include procurement process activities for the long lead items, major items, and Owner Selected equipment requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.
3. Submittal Review Time: Include review and resubmittal times in schedule as indicated in Section 013300 "Contractor Submittals." Coordinate submittal review times in Contractor's construction schedule with submittal schedule.
4. Startup and Testing Time: Include no fewer than fifteen (15) days for startup and testing.
5. Substantial Completion: Indicate completion in advance of date established for Substantial Completion and allow time for Engineer's and Construction Manager's administrative procedures necessary for certification of Substantial Completion.
6. Punch List and Final Completion: Include not more than thirty (30) days for completion of punch list items and final completion.
C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Phasing: Arrange list of activities on schedule by phase.
2. Work under More Than One Contract: Include a separate activity for each contract.
3. Work by Owner: Include a separate activity for each portion of the Work performed by Owner.
4. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use of premises restrictions.
f. Provisions for future construction.
g. Seasonal variations.
h. Environmental control.
5. Work Stages: Indicate important stages of construction for each major portion of the Work.
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D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion.
E. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:
1. Unresolved issues.
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
4. Notations on returned submittals.
5. Pending modifications affecting the Work and Contract Time.
F. Recovery Schedule: When periodic update indicates the Work is fourteen (14) or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule.
G. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.
2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)
A. General: Prepare a computerized Work Break Down schedule utilizing Primavera Project Management, most current version.
B. Startup Network Diagram: Submit diagram within fourteen (14) days of date established for the Notice to Proceed. Outline significant construction activities for the first ninety (90) days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
C. CPM Schedule: Prepare Contractor's construction schedule using a time -scaled CPM network analysis diagram for the Work.
1. Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than sixty (60) days after date established for the Notice to Proceed.
a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates, regardless of Engineer's approval of the schedule.
2. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.
3. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule in order to coordinate with the Contract Time.
D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work.
Using the startup network diagram, prepare a skeleton network to identify probable critical paths.
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1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:
a. Preparation and processing of submittals.
b. Mobilization and demobilization.
c. Purchase of materials.
d. Delivery.
e. Fabrication.
f. Utility interruptions.
g. Installation.
h. Work by Owner that may affect or be affected by Contractor's activities. i. Testing and commissioning.
j. Punch list and final completion.
k. Activities occurring following final completion.
2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.
3. Processing: Process data to produce output data on a computer -drawn, time -scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.
4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.
a. Sub networks on separate sheets are permissible for activities clearly off the critical path.
E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time -impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall project schedule.
F. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start -total float." Identify critical activities. Prepare tabulated reports showing the following:
1. Contractor or subcontractor and the Work or activity.
2. Description of activity.
3. Main events of activity.
4. Immediate preceding and succeeding activities.
5. Early and late start dates.
6. Early and late finish dates.
7. Activity duration in workdays.
8. Total float or slack time.
9. Average size of workforce.
10. Dollar value of activity (coordinated with the schedule of values).
G. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:
1. Identification of activities that have changed.
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2. Changes in early and late start dates.
3. Changes in early and late finish dates.
4. Changes in activity durations in workdays.
5. Changes in the critical path.
6. Changes in total float or slack time.
7. Changes in the Contract Time.
H. Responsible Person:
1. Designate, in writing and within five (5) calendar days after Notice of Award, person responsible for preparation, maintenance, updating, and revision of all schedules.
2. Qualifications of Responsible person:
a. Authority to act on behalf of Contractor.
b. 5 years verifiable experience in preparation of complex construction schedules for projects of similar value, size, and complexity.
c. Knowledge of critical path method (CPM) scheduling utilizing Primavera Project Planner software.
3. References: Submit written reference of 3 project Owners who have personal experience with this scheduler on previous projects. Identify name, address, telephone number, project name, and cost.
4. Scheduler: Dedicated full time to this project, located on -site. All scheduling software and hardware located on -site. Scheduler will attend all project meetings called for as specified in section 013100.
5. Engineer reserves the right to disapprove scheduler when submitted by Contractor if not qualified. Engineer reserves the right to remove the scheduler from the project if found to be incompetent.
2.3 REPORTS
A. Daily Construction Reports: The Contractor shall prepare a daily construction report recording the following information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or snow.
7. Accidents.
8. Meetings and significant decisions.
9. Unusual events.
10. Stoppages, delays, shortages, and losses.
11. Meter readings and similar recordings.
12. Emergency procedures.
13. Orders and requests of authorities having jurisdiction.
14. Change Orders received and implemented.
15. Work Change Directives received and implemented.
16. Services connected and disconnected.
17. Equipment or system tests and startups.
18. Partial completions and occupancies.
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19. Substantial Completions authorized.
B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.
C. Quarterly Reports: The Contractor shall assist the Engineer, as requested, in preparing quarterly reports, which shall include at a minimum, the following:
1. A summary of progress to date including a description of progress since the last report, percent construction complete, percent contractor invoiced, and percent schedule elapsed.
2. A description of compliance with environmental requirements.
3. A listing of change orders including amount, description of work, and change in contract amount and schedule.
4. Any problems encountered, proposed resolution, schedule for resolution, and status of previous problem resolutions.
PART 3 - EXECUTION
3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate final completion percentage for each activity.
B. Distribution: Distribute copies of approved schedule to Engineer, Construction Manager, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.
END OF SECTION 013200
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SECTION 013300 — CONTRACTOR SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. The Contractor shall coordinate the submittal requirements in this section with those given in the General and Special Conditions of Volume 1, "Bid and Contract Documents." Where discrepancies exist, the requirements of Volume 1 shall govern.
B. Related Requirements:
1. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.
2. Section 017823 "Operation and Maintenance Data" for submitting operation and maintenance manuals.
3. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Engineer's responsive action.
B. Informational Submittals: Written and graphic information and physical samples that do not require Engineer's responsive action. Submittals may be rejected for not complying with requirements.
1.3 ACTION SUBMITTALS
A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional time for handling and reviewing submittals required by those corrections.
B. Construction Schedule: Within fourteen (14) days after the date of Notice to Proceed, the Contractor shall submit a construction schedule providing the starting and completion dates of the various stages of the Work. The Contractor shall be prepared to discuss its construction schedule at the pre -construction conference.
C. Schedule of Values or lump sum price breakdown: Within fourteen (14) days after the date of Notice to Proceed, the Contractor shall submit a schedule of values or lump sum price breakdown for progress payment purposes.
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1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Engineer's Digital Data Files: Electronic copies of digital data files of the Contract Drawings will be provided by Engineer for Contractor's use in preparing submittals.
1. Engineer will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings.
a. Engineer makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. b. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Engineer.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.
a. The Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on Engineer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow fifteen calendar (15) days for initial review of each submittal.
Allow additional time if coordination with subsequent submittals is required. Engineer will advise Contractor when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Resubmittal Review: Allow fifteen (15) days for review of each resubmittal.
4. Submittal Copies: Unless additional copies are required for final submittal, and unless Engineer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.
D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:
1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
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a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01).
Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A)
3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Engineer.
4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:
a. Project name.
b. Date.
c. Name and address of Engineer.
d. Name of Construction Manager.
e. Name of Contractor.
f. Name of firm or entity that prepared submittal.
g. Names of subcontractor, manufacturer, and supplier.
h. Category and type of submittal.
i. Submittal purpose and description.
j. Specification Section number and title.
k. Specification paragraph number or drawing designation and generic name for each of multiple items.
1. Drawing number and detail references, as appropriate. m. Location(s) where product is to be installed, as appropriate. n. Related physical samples submitted directly.
o. Indication of full or partial submittal.
P. Transmittal number.
q. Submittal and transmittal distribution record.
r. Other necessary identification.
s. Remarks.
5. Metadata: Include the following information as keywords in the electronic submittal file metadata:
a. Project name.
b. Number and title of appropriate Specification Section. c. Manufacturer name.
d. Product name.
E. Options: Identify options requiring selection by Engineer.
F. Deviations: Identify deviations from the Contract Documents on submittals.
G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from Engineer's action stamp.
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H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Engineer's action stamp.
PART 2 - PRODUCTS
2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements:
1. Action Submittals: Submit one (1) electronic copy of each submittal unless otherwise indicated.
2. Informational Submittals: Submit one (1) electronic copy unless otherwise indicated.
3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.
a. Provide a digital signature with digital certificate on electronically -submitted certificates and certifications where indicated.
b. Provide a notarized statement on original paper copy certificates and certifications where indicated.
B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams showing factory -installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
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d. Clearances required to other construction, if not indicated on accompanying Shop Drawings.
5. Submit Product Data before or concurrent with Samples.
C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of applicable Specification Section.
3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record.
4. Disposition: Maintain sets of approved Samples at Project site, available for quality - control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.
5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
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a. Number of Samples: Submit two (2) full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Engineer will return submittal with options selected.
6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit two (2) sets of Samples. Engineer will retain one (1) Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record sample.
1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.
E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:
1. Submit product schedule in the following format:
a. Four (4) paper copies of product schedule or list unless otherwise indicated.
Engineer will return three (3) copies.
F. Coordination Drawings Submittals: Comply with requirements specified in Section 013100 "Project Management and Coordination."
G. Contractor's Construction Schedule: Comply with requirements specified in Section 013200 "Construction Progress Documentation."
H. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with requirements specified in Section 014000 "Quality Requirements." I. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures."
J. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data."
K. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of engineers and owners, and other information specified.
L. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure
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Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
M. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
N. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.
O. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.
P. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.
Q. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
R. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
S. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.
T. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000 "Quality Requirements."
U. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
V. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.
W. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
X. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations.
Include list of assumptions and other performance and design criteria and a summary of loads.
Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.
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2.2 DELEGATED -DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Engineer.
B. Delegated -Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit three electronic copies of the certificate(s), signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.
PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Engineer.
B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures."
C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. In the case of shop drawings, each sheet shall be so dated, signed and certified.
3.2 ENGINEER'S ACTION
A. General: Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action.
B. Action Submittals: Engineer will review each submittal, make marks to indicate corrections or revisions required, and return it. Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action, as follows:
1. "NO EXCEPTIONS TAKEN" or "EXCEPTIONS AS NOTED" will require no formal revision and resubmission.
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2. "REVISE AND RESUBMIT" or "REJECTED" will require the Contractor to revise said submittal and shall resubmit the required number of copies of said revised submittal to the Engineer.
C. Informational Submittals: Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Engineer will forward each submittal to appropriate party.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.
F. Fabrication of an item shall commence only after the Engineer has reviewed the submittal and returned copies to the Contractor marked either "NO EXCEPTIONS TAKEN" or "EXCEPTIONS AS NOTED". Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis of claims for extra work.
END OF SECTION 013300
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SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.
B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.
1. Specified tests, inspections, and related actions do not limit Contractor's other quality - assurance and -control procedures that facilitate compliance with the Contract Document requirements.
2. Requirements for Contractor to provide quality -assurance and -control services required by Engineer, Owner, Construction Manager, or authorities having jurisdiction are not limited by provisions of this Section.
3. Specific test and inspection requirements are not specified in this Section.
1.2 DEFINITIONS
A. Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.
B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Engineer or Construction Manager.
C. Mockups: Full-size physical assemblies that are constructed on -site. Mockups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged.
1. Laboratory Mockups: Full-size physical assemblies constructed at testing facility to verify performance characteristics.
D. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria.
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E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.
F. Source Quality -Control Testing: Tests and inspections that are performed at the source, e.g., plant, mill, factory, or shop.
G. Field Quality -Control Testing: Tests and inspections that are performed on -site for installation of the Work and for completed Work.
H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.
I. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub -subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.
1. Use of trade -specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).
J. Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of five (5) previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.
1.3 CONFLICTING REQUIREMENTS
A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Engineer for a decision before proceeding.
B. In instances where a conflict arises between standards and/or between the Technical Specifications and the Design Drawings, the more stringent standard or requirement shall govern at the discretion of Owner and Engineer.
C. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.
To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Engineer for a decision before proceeding.
1.4 INFORMATIONAL SUBMITTALS
A. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility sent to authorities having jurisdiction before starting work on the following systems:
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1. Seismic -force -resisting system, designated seismic system, or component listed in the designated seismic system quality -assurance plan prepared by Engineer.
2. Main wind -force -resisting system or a wind -resisting component listed in the wind -force - resisting system quality -assurance plan prepared by Engineer.
B. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.
1.5 REPORTS AND DOCUMENTS
A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification of product and Specification Section.
8. Complete test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Record of temperature and weather conditions at time of sample taking and testing and inspecting.
11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting and re -inspecting.
B. Manufacturer's Field Reports: Prepare written information documenting tests and inspections specified in other Sections. Include the following:
1. Name, address, and telephone number of representative making report.
2. Statement on condition of substrates and their acceptability for installation of product.
3. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.
4. Results of operational and other tests and a statement of whether observed performance complies with requirements.
5. Other required items indicated in individual Specification Sections.
C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.
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1.6 QUALITY ASSURANCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.
B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.
C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.
D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project.
F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.
1. Requirements of authorities having jurisdiction shall supersede requirements for specialists.
G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.
1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.
2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program.
H. Manufacturer's Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.
I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following:
1. Contractor responsibilities include the following:
a. Provide test specimens representative of proposed products and construction.
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b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work.
c. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. d. When testing is complete, remove test specimens, assemblies, and mockups, and laboratory mockups; do not reuse products on Project.
2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality -assurance service to Engineer, through Construction Manager, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.
J. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:
1. Build mockups in location and of size indicated or, if not indicated, as directed by Engineer or Construction Manager.
2. Notify Engineer and Construction Manager seven (7) days in advance of dates and times when mockups will be constructed.
3. Demonstrate the proposed range of aesthetic effects and workmanship.
4. Obtain Engineer's and Construction Manager's approval of mockups before starting work, fabrication, or construction.
a. Allow seven (7) days for initial review and each re -review of each mockup.
5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work.
6. Demolish and remove mockups when directed unless otherwise indicated.
K. Laboratory Mockups: Comply with requirements of preconstruction testing and those specified in individual Specification Sections.
1.7 QUALITY CONTROL
A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. It is the Contractor's responsibility to schedule the testing provided by such agencies.
1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform.
2. Costs for retesting and re -inspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor.
B. Owner will engage a qualified testing agency to perform following services:
1. Soil Density Testing
2. Cast -in -Place concrete testing
3. Special Inspections
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C. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality -control activities required to verify that the Work complies with requirements, whether specified or not.
1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality -control services.
a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.
2. Notify testing agencies at least twenty-four (24) hours in advance of time when Work that requires testing or inspecting will be performed.
3. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service.
4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.
5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.
D. Manufacturer's Field Services: Where indicated, engage a manufacturer's representative to observe and inspect the Work. Manufacturer's representative's services include examination of substrates and conditions, verification of materials, inspection of completed portions of the Work, and submittal of written reports.
E. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.
F. Testing Agency Responsibilities: Cooperate with Engineer, Construction Manager, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.
1. Notify Engineer, Construction Manager, and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.
2. Determine the location from which test samples will be taken and in which in -situ tests are conducted.
3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.
4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contractor.
5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.
6. Do not perform any duties of Contractor.
G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality -control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:
1. Access to the Work.
2. Incidental labor and facilities necessary to facilitate tests and inspections.
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3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples.
4. Facilities for storage and field curing of test samples.
5. Delivery of samples to testing agencies.
6. Preliminary design mix proposed for use for material mixes that require control by testing agency.
7. Security and protection for samples and for testing and inspecting equipment at Project site.
H. Coordination: Coordinate sequence of activities to accommodate required quality -assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.
1. Schedule times for tests, inspections, obtaining samples, and similar activities.
1.8 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Conducted by a qualified special inspector as required by authorities having jurisdiction, as indicated in individual Specification Sections and in Statement of Special Inspections included in the Contract Documents (Drawings), and as follows:
1. Verifying that manufacturer maintains detailed fabrication and quality -control procedures and reviews the completeness and adequacy of those procedures to perform the Work.
2. Notifying Engineer, Construction Manager, and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.
3. Submitting a certified written report of each test, inspection, and similar quality -control service to Engineer, through Construction Manager, with copy to Contractor and to authorities having jurisdiction.
4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies.
5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents.
6. Retesting and re -inspecting corrected work.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 TEST AND INSPECTION LOG
A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following:
1. Date test or inspection was conducted.
2. Description of the Work tested or inspected.
3. Date test or inspection results were transmitted to Engineer.
4. Identification of testing agency or special inspector conducting test or inspection.
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B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Engineer's and Construction Manager's reference during normal working hours.
3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.
1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible.
B. Protect construction exposed by or for quality -control service activities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality -control services.
END OF SECTION 014000
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SECTION 014120 — PERMITS
PART 1 - GENERAL
1.1 ADMINISTRATIVE REQUIREMENTS
A. Obtain permits required for the execution of Work in accordance with the Contract Documents.
Provide copies of these permits to Owner.
B. The intent of this Section is to furnish the known list of required permits for the Work under the Contract Documents. Contractor is responsible for determining and verifying the extent of all permits required and for obtaining such permits.
C. In the Bid Price, include costs for obtaining all necessary permits, including application fees and other costs, and the costs of complying with the conditions of all permits. Any fees listed in this section are estimates and are for information only. Verify and pay all actual fees.
D. Within 30 Days of the Limited Notice to Proceed, submit a list of all permits and licenses to be obtained, indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.
1.2 SUMMARY OF PERMITS TO BE OBTAINED BY CONTRACTOR
A. Obtain the following permits. Submit copies of these permits to Engineer and maintain copies on - site. Comply with all conditions of the permits and pay all applicable fees. Types of permits that may be required include:
1. SWPPP
2. Any required construction permits from City, County, or State agencies
3. Permits for road construction
4. Permits for transport of equipment and materials to/from the site.
5. Permits for disposal of any debris or demolition materials (as needed)
6. Permits required for environmental protection including dewatering and discharging of waters.
7. Permits for noise or pollution control as required.
8. All SCE permits, including temporary electrical power .
9. All BCVWD permits, including temporary meters for construction water.
10. All AQMD permits, including payment of fees for the first year of operation of odor control system. The SCAQMD permit to construct shall be transferred into a permit to operate prior to acceptance by the City.
11. Any temporary AQMD permits associated with construction efforts.
1.3 SUMMARY OF PERMITS OBTAINED BY OWNER
A. N/A
END OF SECTION 014120
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SECTION 014200 — ABBREVIATIONS AND REFERENCE STANDARDS
PART 1 - GENERAL
1.1 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Engineer's action on Contractor's submittals, applications, and requests, "approved" is limited to Engineer's duties and responsibilities as stated in the Conditions of the Contract.
C. "Directed": A command or instruction by Engineer. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.
G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean and similar operations at Project site.
H. "Provide": Furnish and install, complete and ready for the intended use.
I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.
1.2 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.
B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.
C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.
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1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.
D. All work specified herein shall conform to or exceed the requirements of the referenced specifications, codes and standards to the extent that the provisions of such documents are not in conflict with the requirements of these Specifications.
E. References herein to "Building Code" shall mean the California Building Code (CBC) of the International Code Council (ICC). The latest edition of the code, as approved and adopted by the agency having jurisdiction, including all addenda, modifications, amendments or other lawful changes thereto, shall apply to the Work.
F. In case of conflict between codes, reference standards, drawings and the other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the Engineer for clarification and directions prior to ordering or providing any materials or labor. The Contractor shall bid the most stringent requirements.
G. Applicable Standard Specifications: The Contractor shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards and specifications listed herein.
H. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.
1.3 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." B. Industry
Contract
AA
AAMA
AASHTO
ACI
ACPA
AGA
AGC
AHRI
AI
AIA
AISC
AISI
AITC
AMCA
ANSI
APA
Organizations: Where abbreviations and acronyms are used in Specifications or other Documents, they shall mean the recognized name of the entities in the following list.
Aluminum Association
American Architectural Manufacturers Association
American Association of State Highway and Transportation Officials American Concrete Institute (Formerly: ACI International) American Concrete Pipe Association
American Gas Association
Associated General Contractors
Air -Conditioning, Heating, and Refrigeration Institute (The) Asphalt Institute
American Institute of Architects (The)
American Institute of Steel Construction
American Iron and Steel Institute
American Institute of Timber Construction
Air Movement and Control Association International, Inc.
American National Standards Institute
APA - The Engineered Wood Association
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APA Architectural Precast Association
API American Petroleum Institute
APWA American Public Works Association
ASA Acoustical Society of America
ASAE American Society of Agriculture Engineer
ASCE American Society of Civil Engineers
ASCE/SEI American Society of Civil Engineers/Structural Engineering Institute (See ASCE) ASHRAE American Society of Heating, Refrigerating and Air -Conditioning Engineers ASLE American Society of Lubricating Engineers
ASME American Society of Mechanical Engineers
ASQC American Society for Quality Control
ASSE American Society of Safety Engineers (The)
ASSE American Society of Sanitary Engineering
ASTM American Society for Testing and Materials International ATIS Alliance for Telecommunications Industry Solutions AWPA American Wood Protection Association
AWPI American Wood Preservers Institute
AWS American Welding Society
AWWA American Water Works Association
BHMA Builders Hardware Manufacturers Association
BIA Brick Industry Association (The)
BOCA BOCA (Building Officials and Code Administrators International Inc.) CDA Copper Development Association
CGA Compressed Gas Association
CLFMI Chain Link Fence Manufacturers Institute
CMA Concrete Masonry Association
CPA Composite Panel Association
CRSI Concrete Reinforcing Steel Institute
DASMA Door and Access Systems Manufacturers Association DHI Door and Hardware Institute
ETL Electrical Test Laboratories
GA Gypsum Association
GANA Glass Association of North America
HI Hydraulic Institute
HMMA Hollow Metal Manufacturers Association (See NAAMM) HPVA Hardwood Plywood & Veneer Association
ICBO International Conference of Building Officials (See ICC) ICC International Code Council
ICEA Insulated Cable Engineers Association, Inc.
ICPA International Cast Polymer Alliance
ICRI International Concrete Repair Institute, Inc.
IEEE Institute of Electrical and Electronics Engineers, Inc. (The) IES Illuminating Engineering Society
IPC Institute of Printed Circuits
IPCEA Insulated Power Cable Engineers Association
ISA International Society of Automation
ISO International Organization for Standardization
LPI Lightning Protection Institute
MBMA Metal Building Manufacturers Association
MCA Metal Construction Association
MHIA Material Handling Industry of America
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MPI Master Painters Institute
MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc.
NAAMM National Association of Architectural Metal Manufacturers NACE NACE International (National Association of Corrosion Engineers International) NAIMA North American Insulation Manufacturers Association NBS National Bureau of Standards
NCMA National Concrete Masonry Association
NEC National Electrical Code
NECA National Electrical Contractors Association
NEMA National Electrical Manufacturers Association
NFPA NFPA (National Fire Protection Association)
NFPA National Forest Products Association
NFRC National Fenestration Rating Council
NHLA National Hardwood Lumber Association
NIST National Institute of Standards and Technology
NLGI National Lubricating Grease Institute
NRCA National Roofing Contractors Association
NRMCA National Ready Mixed Concrete Association
NSF NSF International (National Sanitation Foundation International) NSPE National Society of Professional Engineers
NSSGA National Stone, Sand & Gravel Association
OSHA Occupational Safety and Health Administration
PCA Portland Cement Association
PCI Precast/Prestressed Concrete Institute
PDI Plumbing & Drainage Institute
SDI Steel Door Institute
SEI/ASCE Structural Engineering Institute/American Society of Civil Engineers (See ASCE) SJI Steel Joist Institute
SMA Screen Manufacturers Association
SMACNA Sheet Metal and Air Conditioning Contractors' National Association SPFA Spray Polyurethane Foam Alliance
SPRI Single Ply Roofing Industry
SSPC Society for Protective Coatings
SSPC Steel Structures Painting Council
SSPWC Standard Specifications for Public Works Construction SWPA Submersible Wastewater Pump Association
UBC Uniform Building Code (See ICC)
UL Underwriters Laboratories Inc.
WASTEC Waste Equipment Technology Association
WCRSI Western Concrete Reinforcing Steel Institute
WDMA Window & Door Manufacturers Association
WRI Wire Reinforcement Institute, Inc.
WWPA Western Wood Products Association
C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.
1. DIN- Deutsches Institut fur Normung e. V.; www.din.de .
2. IAPMO — International Association of Plumbing and Mechanical Officials; www.iapmo.org .
3. ICC — International Code Council; www.iccsafe.org .
4. ICC-ES — ICC Evaluation Service, LLC; www.icc-es.org .
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5. AQMD — Southcoast Air Quality Management District; www.aqmd.gov
6. RWQCB — Santa Ana Regional Water Quality Control Board; https://www.waterboards.ca.gov/santaana/
7. BCDWD — Beaumont Cherry Valley Water District; https://bcvwd.gov/ D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.
1. COE - Army Corps of Engineers; www.usace.army.mil .
2. CPSC - Consumer Product Safety Commission; www.cpsc.gov .
3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov .
4. DOD - Department of Defense; www.quicksearch.dla.mil .
5. DOE - Department of Energy; www.energy.gov .
6. EPA - Environmental Protection Agency; www.epa.gov .
7. FAA - Federal Aviation Administration; www.faa.gov .
8. FG - Federal Government Publications; www.gpo.gov .
9. GSA - General Services Administration; www.gsa.gov .
10. HUD - Department of Housing and Urban Development; www.hud.gov .
11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; www.eetd.lbl.gov .
12. OSHA - Occupational Safety & Health Administration; www.osha.gov .
13. SD - Department of State; www.state.gov .
14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Academies; www.trb.org .
15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov .
16. USDA - Depaitinent of Agriculture; Rural Utilities Service; www.usda.gov .
17. USDJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.ojp.usdoj.gov .
18. USTD — U.S. Department of the Treasury; home.treasury.gov
19. USP - U.S. Pharmacopeial Convention; www.usp.org .
20. USPS - United States Postal Service; www.usps.com .
Note: The above list(s) are not intended to be exhaustive.
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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.
B. Related Requirements:
1. Section 011000 "Summary of Work" for work restrictions and limitations on utility interruptions.
2. Requirements given in the General Conditions.
1.2 USE CHARGES
A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Engineer, occupants of Project, testing agencies, and authorities having jurisdiction.
1.3 INFORMATIONAL SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. Coordinate location with the Owner.
B. Erosion- and Sedimentation -Control Plan for projects disturbing more than 1 acre: Show compliance with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.
C. Fire -Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire prevention program.
1.4 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.
CITY OF BEAUMONT TEMPORARY FACILITIES AND CONTROLS
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C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.
1.5 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Chain -Link Fencing: Minimum 2 -inch, 0.148 -inch- thick, galvanized -steel, chain -link fabric fencing; minimum 6 feet high with galvanized -steel pipe posts; minimum 2 -3/8 -inch- OD line posts and 2 -7/8 -inch- OD corner and pull posts.
B. Portable Chain -Link Fencing: Minimum 2 -inch, 0.148 -inch- thick, galvanized -steel, chain -link fabric fencing; minimum 6 feet high with galvanized -steel pipe posts; minimum 2 -3/8 -inch- OD line posts and 2 -7/8 -inch- OD corner and pull posts, with 1 -5/8 -inch- OD top and bottom rails.
Provide galvanized -steel bases for supporting posts.
C. Wood Enclosure Fence: Plywood, 6 feet high, framed with four 2 -by -4 -inch rails, with preservative -treated wood posts spaced not more than 8 feet apart.
2.2 TEMPORARY FACILITIES
A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.
B. Contractor's Field Office: Of sufficient size to accommodate needs of Owner, Engineer, Construction Manager, and construction personnel office activities and to accommodate Project meetings specified in Section 013100. Keep office clean and orderly.
C. Inspector's Field Office: Not Required.
D. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.
E. Final location of Contractor's temporary facilities shall be coordinated with the Owner to ensure that access critical to plant operations is maintained at all times.
CITY OF BEAUMONT TEMPORARY FACILITIES AND CONTROLS
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2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. The Contractor shall provide fire extinguishers and other fire protection equipment to adequately protect new and existing facilities and temporary facilities against damage by fire. Hose connections and hose, water casks, chemical equipment or other sufficient means shall be provided for fighting fires in the new, existing and temporary structures and other portions of the Work and responsible persons shall be designated and instructed in the operation of such fire apparatus so as to prevent or minimize the hazard of fire.
The Contractor's fire protection program shall conform to the requirements of the OSHA Standards for Construction. The Contractor shall employ every reasonable means to prevent the hazard of fire.
B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid -propane -gas or fuel -oil heaters with individual space thermostatic control.
1. Use of gasoline -burning space heaters, open -flame heaters, or salamander -type heating units is prohibited.
2. Heating Units: Listed and labeled for type of fuel being consumed, by a qualified testing agency acceptable to authorities having jurisdiction, and marked for intended location and application.
3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of 8 at each return -air grille in system and remove at end of construction and clean HVAC system as required in Section 017700 "Closeout Procedures".
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.
1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary of Work."
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.
CITY OF BEAUMONT TEMPORARY FACILITIES AND CONTROLS
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B. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.
1. The Contractor shall provide an adequate supply of water of a quality suitable for all domestic and construction purposes.
2. Non -Potable water is not available on site. If procured from an alternative location, it may be used for grading and hydraulic structures and pipeline testing as approved by the Engineer.
3. The Contractor shall properly identify all construction water trucks and vessels and inform all workmen and the general public when reclaimed waste water is used as construction water.
4. All drinking water on the site during construction shall be furnished by the Contractor and shall be bottled water or water furnished in approved metal dispensers. Notices shall be posted conspicuously throughout the site warning the Contractor's personnel that piped water may be contaminated.
5. The Contractor shall not make connection to, or draw water from, any fire hydrant or pipeline without first obtaining permission of the authority having jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the water system. For each such connection made the Contractor shall first attach to the fire hydrant or pipeline a valve, backflow preventer and a meter, if required by the said authority, of a size and type acceptable to said authority and agency.
6. Before final acceptance of the Work all temporary water connections and piping installed by the Contractor shall be entirely removed, and all affected improvements shall be restored to their original condition, or better, to the satisfaction of the Engineer and to the agency owning the affected utility.
C. Waste Collection: Provide trash cans and instruct personnel to maintain a clean site.
D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.
1. Toilets: Portable chemical toilets shall be provided wherever needed for the use of employees. Toilets at construction job sites shall conform to the requirements of Subpart D, Section 1926.51 of the OSHA Standards for Construction. The Owner's toilet facilities shall not be used by the Contractor's work force.
2. The Contractor shall establish adequate and regular collection of all sanitary and organic wastes. All wastes and refuse from sanitary facilities provided by the Contractor or organic material wastes from any other source related to the Contractor's operations shall be disposed of in a manner satisfactory to the Engineer and in accordance with all laws and regulations pertaining thereto.
E. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from
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adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed.
F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption.
G. Electric Power Service: Electric Power Service from Existing System: Electric power from Owner's existing system will be made available for all Field office power requirements and construction activities limited by the site's electrical system capacity as a whole or at a specific location. All use of power from Owner's existing system shall be coordinated with the Owner and shall be associated with the activities related to construction.
The Contractor shall be responsible to provide necessary electrical power. The contractor will be responsible for all temporary power and generators required during the construction and planned power shut -downs. The Contractor shall provide all necessary temporary power connection, disconnects and distribution lines required for its operations under the Contract and shall provide and maintain all temporary power systems required to perform the Work in a safe and satisfactory manner All temporary connections for electricity shall be subject to approval of the Engineer and shall be completely removed at the Contractor's expense prior to final acceptance of the Work. All wiring for temporary electric light and power shall be properly installed and maintained and shall be securely fastened in place. All electrical facilities shall conform to the requirements of the OSHA Safety and Health Standards for Construction.
H. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.
1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.
I. Telephone Service: The Owner's telephone system shall not be used by the Contractor's work force.
1. Post a list of important telephone numbers in the project field office. a. Police and fire depai linents.
b. Ambulance service.
c. Contractor's home office.
d. Contractor's emergency after-hours telephone number. e. Engineers' offices.
f. Owner's office.
g. Principal subcontractors' field and home offices.
2. Provide superintendent with cellular telephone or portable two-way radio for use when away from field office.
3. The Contractor shall provide a telephone in their facility with an adequate speaker phone for use on conference calls. This system may be used for weekly conference calls/project progress meetings.
CITY OF BEAUMONT TEMPORARY FACILITIES AND CONTROLS
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J. Electronic Communication Service: Provide a computer in the primary field office adequate for use by Engineer and Owner to access project electronic documents and maintain electronic communications.
3.3 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:
1. Provide construction for temporary offices, shops, and sheds located within construction area or within 30 feet of building lines that is noncombustible according to ASTM E 136.
Comply with NFPA 241.
2. Maintain support facilities until Engineer schedules Substantial Completion inspection.
Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, with prior consent from the Owner and under conditions acceptable to Owner.
B. Temporary Roads: Access to the site shall be permitted by the Owner. The Contractor shall not construct any staging areas, haul roads, and access roads without the approval of the Owner.
1. Contractor to maintain clear access roadways and walkways necessary for the daily operation and maintenance of the plant. All road closures, trenching/excavation, or other construction activities that may interfere or impede access must be coordinated with and approved by Owner.
2. Where public road(s) pass through the construction area, access to and along this route must be maintained during construction. Contractor shall maintain a graded, non -paved road, to accommodate traffic on the road and allow for construction activities until the permanent road is installed. Contractor is responsible to provide suitable road -grade backfill, graded, for the road. Contractor shall maintain and regrade the road as required to maintain the road in acceptable condition. In addition, contractor shall maintain proper barricades and fencing along this road to secure the construction/staging areas from the public access road. Finally, contractor shall furnish traffic controls along public road as detailed below.
3. Provide dust -control treatment that is non-polluting and non -tracking. Reapply treatment as required to minimize dust.
C. Traffic Controls: Comply with requirements of authorities having jurisdiction and coordinate with the Owner's Facility personnel.
1. Protect existing site improvements to remain including curbs, pavement, and utilities.
2. Maintain access for fire -fighting equipment and access to fire hydrants.
3. Contractor shall provide all lights, signs, barricades, flaggers, and other appurtenances necessary for safety.
D. Parking: Use designated areas of Owner's existing parking areas for construction personnel.
E. Dewatering Facilities and Drains: Comply with all Federal, State, and Local Government requirements. Maintain Project site, excavations, and construction free of water.
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1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.
2. Remove snow and ice as required to minimize accumulations.
F. Project Signs: Provide Project sign. Unauthorized signs are not permitted.
1. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.
2. Maintain and touchup signs so they are legible at all times.
G. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.
H. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.
I. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate.
J. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use.
1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If stairs become damaged, restore damaged areas so no evidence remains of correction work.
K. Temporary Use of Permanent Stairs: Use of new stairs for construction traffic will be permitted, provided stairs are protected and finishes restored to new condition at time of Substantial Completion.
3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.
B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.
C. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil -bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to erosion- and sedimentation -control Drawings.
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D. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.
E. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion.
F. Pest Control: Engage pest -control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using environmentally safe materials.
G. Site Access: Prior to commencing work the Owner will supply the contractor with access key(s) for the facility front gate. The contractor is responsible to:
1. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to Owner for any gates, enclosures or fenced areas constructed by the contractor.
2. The contractor shall be responsible for security of the site during non -working hours of the facility personnel.
H. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day.
I. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.
J. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction.
K. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weather tight enclosure for building exterior.
1. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary enclosures.
L. Temporary Partitions: Provide floor -to -ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and tenants from fumes and noise.
1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, and fire -retardant -treated plywood on construction operations side.
2. Construct dustproof partitions with two layers of 6 -mil polyethylene sheet on each side.
Cover floor with two layers of 6 -mil polyethylene sheet, extending sheets 18 inches up the sidewalls. Overlap and tape full length of joints. Cover floor with fire -retardant - treated plywood.
a. Construct vestibule and airlock at each entrance through temporary partition with not less than 48 inches between doors. Maintain water -dampened foot mats in vestibule.
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3. Where fire -resistance -rated temporary partitions are indicated or are required by authorities having jurisdiction, construct partitions according to the rated assemblies.
4. Insulate partitions to control noise transmission to occupied areas.
5. Seal joints and perimeter. Equip partitions with gasketed dustproof doors and security locks where openings are required.
6. Protect air -handling equipment.
7. Provide walk -off mats at each entrance through temporary partition.
M. Temporary Fire Protection: Install and maintain temporary fire -protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire prevention program.
1. Prohibit smoking in construction areas.
2. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction.
3. Develop and supervise an overall fire -prevention and -protection program for personnel at Project site. Review needs with local fire depatliuent and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information.
4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire -protection purposes only and are not to be removed.
Match hose size with outlet size and equip with suitable nozzles.
3.5 MOISTURE AND MOLD CONTROL
A. Contractor's Moisture Protection Plan: Avoid trapping water in finished work. Document visible signs of mold that may appear during construction.
B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores, protect materials from water damage and keep porous and organic materials from coming into prolonged contact with concrete.
C. Partially Enclosed Construction Phase: After installation of weather barriers but before full enclosure and conditioning of building, when installed materials are still subject to infiltration of moisture and ambient mold spores, protect as follows:
1. Do not load or install drywall or other porous materials or components, or items with high organic content, into partially enclosed building.
2. Keep interior spaces reasonably clean and protected from water damage.
3. Discard or replace water -damaged and wet material.
4. Discard, replace, or clean stored or installed material that begins to grow mold.
5. Perform work in a sequence that allows any wet materials adequate time to dry before enclosing the material in drywall or other interior finishes.
D. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows:
1. Control moisture and humidity inside building by maintaining effective dry -in conditions.
2. Remove materials that cannot be completely restored to their manufactured moisture level within 48 hours.
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3.6 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.
B. Maintenance: Maintain facilities in good operating condition until removal.
1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24 -hour basis where required to achieve indicated results and to avoid possibility of damage.
C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.
D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are property of Contractor.
Owner reserves right to take possession of Project identification signs.
2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures."
END OF SECTION 015000
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MESA LIFT STATION UPGRADE 015000-10
SECTION 015300 — PROTECTION OF EXISTING FACILITIES
PART 1 - GENERAL
1.1 GENERAL
A. The Contractor shall protect all existing utilities, piping and improvements not designated for removal and shall restore damaged or temporarily relocated utilities, piping and improvements to a condition equal to or better than they were prior to such damage or temporary relocation. Where required, existing improvements shall be protected with shoring, sheeting, piles, or other necessary means.
B. The Contractor shall verify the exact locations and depths of all underground piping and utilities shown and not shown and shall make exploratory excavations of all piping and utilities that may interfere with the Work. It shall be the Contractor's responsibility to ascertain the actual location of all existing utilities, piping and other improvements that will be encountered in its construction operations and to see that such utilities or other improvements are adequately protected from damage due to such operations.
C. The Contractor shall notify the Owner's representative of any change of condition or extra work as soon as it is discovered, including any damage to existing facilities, pipelines and improvements not designated for removal. The Contractor shall also notify the Owner's representative of any plans to relocate existing piping or facilities to accommodate new construction.
D. Maintaining in Service: All pipelines, electrical, power, telephone, communication cables, gas and water mains shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the Engineer are made with the Owner. Where the proper completion of the Work requires the temporary or permanent removal and/or relocation of an existing utility or other improvement the Contractor, after necessary scheduling and approval, shall remove and, without unnecessary delay, temporarily replace or relocate such utility or improvement in a manner satisfactory to the Engineer and the owner of the facility. In all cases of such temporary removal or relocation, the Work shall be accomplished by the Contractor in a manner that will restore or replace the utility or improvement to a new condition meeting the specification requirements.
E. Buried pipelines, utilities, conduits, duct banks, or other improvements that must remain in service and are exposed due to excavation or construction activities shall be protected and supported as required. Segments of pipelines or duct that is suspended over excavated areas shall be temporarily supported until they can be properly backfilled. All temporary support strategies shall be reviewed and approved by Owner and Engineer.
F. All repairs to a damaged utility or improvement are subject to inspection and approval by an authorized representative of the improvement owner before being concealed by backfill or other work.
1.2 RIGHTS -OF -WAY
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A. The Contractor shall not do any work or enter upon the rights -of -way of any oil, gas, sewer or water pipeline; any telephone or electric transmission line; any fence; or any other structure, until notified by the Engineer that the Owner has secured authority to do so. After authority has been obtained, the Contractor shall give the governing utility proper advanced notice of its intention to begin work.
1.3 RESTORATION OF PAVEMENT AND SIDEWALKS
A. All paved areas and sidewalks not designated for replacement, cut or damaged during construction shall be replaced with similar materials and of equal thickness to match the existing adjacent undisturbed areas unless otherwise noted. All sidewalks and pavements which are subject to partial removal shall be neatly saw -cut in straight lines. All restoration shall be at the Contractor's expense.
1.4 UNDERGROUND UTILITIES
A. All care shall be exercised to protect existing underground utilities during construction activity.
The contractor shall protect pipelines (existing and new) from heavy vehicle loads and ensure that cranes or other heavy outrigging equipment is not parked or stored directly above these utilities without added protection.
B. If the Contractor damages existing utilities, piping or improvements that are not shown or the location of which was not made known to the Contractor prior to excavation and the damage was not due to failure of the Contractor to exercise reasonable care the Contractor shall immediately notify the Engineer. If directed by the Engineer, repairs shall be made by the Contractor under the provisions for changes and extra work contained in the Contract Documents.
1.5 NOTIFICATION BY THE CONTRACTOR:
A. Prior to any excavation in the vicinity of any existing underground facilities, including water, sewer, storm drain, gas, petroleum products, or other pipelines; all buried electric power, communications or telecommunication cables; all traffic signal and street lighting facilities; and all roadway and state highway rights -of -way, the Contractor shall notify the respective authorities representing the owners or agencies responsible for such facilities not less than three (3) working days prior to excavation so that a representative can be present during such work if they are required to do so.
END OF SECTION 015300
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SECTION 015600 — PROJECT ENVIRONMENTAL CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. The following sections include mitigation measures to be integrated into the project to reduce the potentially environmental impacts resulting from the construction activities. The Contractor shall implement mitigation measures identified below during the construction process, as well as any other measures required in these documents, on the design drawings, and as required by other local, state, and federal agencies.
1.2 WATER QUALITY
A. NPDES Construction Activity Stormwater Permit: Contractor shall comply with the provisions of the NPDES Construction Activity Stormwater permit, including preparation of Notice of Intent to comply with the provisions of this General Permit and preparation of a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP will identify implementation measures necessary to mitigate potential water quality degradation as a result of construction -related runoff. These measures will include BMPs and other standard pollution prevention actions, such as erosion and sediment control measures, proper control of non-stormwater discharges, and hazardous spill prevention and response. The SWPPP will also include requirements for BMP inspections, monitoring, and maintenance.
B. The following items are examples of BMPs that would be implemented during construction to avoid causing water quality degradation:
1. Erosion control BMPs, such as use of mulches or hydroseeding to prevent detachment of soil, following guidance presented in the California BMP Handbooks — Construction (CASQA 2003). A detailed site map will be included in the SWPPP outlining specific areas where soil disturbance may occur, and drainage patterns associated with excavation and grading activities. In addition, the SWPPP will provide plans and details for the BMPs to be implemented prior, during, and after construction to prevent erosion of exposed soils and to treat sediments before they are transported offsite.
2. Sediment control BMPs such as silt fencing or detention basins that trap soil particles.
3. Construction staging areas designed so that stormwater runoff during construction will be collected and treated in a detention basin or other appropriate structure.
4. Management of hazardous materials and wastes to prevent spills.
5. Groundwater treatment BMPs such that localized trench dewatering does not impact surface water quality.
6. Vehicle and equipment fueling BMPs such that these activities occur only in designated staging areas with appropriate spill controls.
7. Maintenance checks of equipment and vehicles to prevent spills or leaks of liquids of any kind.
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1.3 AIR QUALITY
A. Construction Fugitive Dust Control Plan: Contractor shall prepare, submit for review and approval, and implement a dust control plan that conforms to the local requirements. The dust control plan shall include the following dust control procedures, or others as required the local authority:
1. Water all active construction areas at least twice daily, taking into consideration temperature and wind conditions.
2. Cover all trucks hauling soil, sand, and other loose materials or require trucks to maintain at least two feet of freeboard.
3. Pave, apply water three times daily, or apply (non-toxic) soil stabilizers on unpaved access roads, parking areas and staging areas at construction sites.
4. Sweep daily (with water sweepers) all paved access roads, parking areas and staging areas at construction sites.
5. Sweep streets daily (with water sweepers) if visible soil material is carried onto adjacent public streets.
6. Hydroseed or apply (non-toxic) soil stabilizers to inactive construction areas (previously graded areas inactive for ten days or more).
7. Enclose, cover, water twice daily or apply (non-toxic) soil binders to exposed stockpiles (dirt, sand, etc.)
8. Limit traffic speeds on unpaved roads to 5 mph.
9. Install sandbags or other erosion control measures to prevent silt runoff to public roadways, consistent with Mitigation Measures for Erosion Control.
10. Replant vegetation in disturbed areas as quickly as possible.
11. Contractor may use onsite treated effluent for dust abatement. Coordinate access and allowable volumes with Owner.
B. Construction Exhaust Emissions Control Plan: Contractor shall implement an exhaust emissions control plan that shall include the following controls and practices:
1. On road vehicles with a gross vehicular weight rating of 10,000 pounds or greater shall not idle for longer than five minutes at any location as required by Section 2485 of Title 13, Division 3, Chapter 10, Article 1 of the California Code of Regulations. This restriction does not apply when vehicles remain motionless during traffic or when vehicles are queuing.
2. Off road equipment engines shall not idle for longer than five minutes per Section 2449(d)(3) of Title 13, Division 3, Chapter 9, Article 4.8 of the California Code of Regulations. All vehicle operators shall receive a written idling policy to inform them of idling restrictions. The policy shall list exceptions to this rule that include the following: idling when queuing; idling to verify that the vehicle is in safe operating condition; idling for testing, servicing, repairing or diagnostic purposes; idling necessary to accomplish work for which the vehicle was designed (such as operating a crane); idling required to bring the machine to operating temperature as specified by the manufacturer; and idling necessary to ensure safe operation of the vehicle.
3. Off road engines greater than 50 horsepower shall, at a minimum, meet Tier 2 emissions standards. When available, higher Tier engines shall be utilized.
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1.4 NOISE
A. Contractor shall develop, submit for review and approval, and implement a Construction Noise Reduction Plan that requires, at a minimum, the following:
1. The contractor shall locate all stationary noise -generating equipment, including hammer bore and drill rigs, as far as possible from nearby noise -sensitive receptors. Stationary noise sources located within 500 feet of noise -sensitive receptors shall be equipped with noise reducing engine housings, and the line of sight between such sources and nearby sensitive receptors shall be blocked by portable acoustic barriers.
2. The contractor shall assure that construction equipment with internal combustion engines have sound control devices at least as effective as those provided by the original equipment manufacturer. No equipment shall be permitted to have an un-muffled exhaust.
3. All construction activities within unincorporated areas shall be limited to between the hours depending upon the jurisdiction.
4. Construction equipment including compressors, generators, and mobile equipment shall be fitted with properly working mufflers.
5. Residences and other sensitive receptors within 200 feet of a construction area shall be notified of the construction schedule in writing, at least two weeks prior to the commencement of construction activities. This notice shall indicate the allowable hours of construction activities as specified by the applicable local jurisdiction or as defined by this mitigation measure. The Owner shall designate a noise disturbance coordinator who would be responsible for responding to complaints regarding construction noise. The coordinator shall determine the cause of the complaint and ensure that reasonable measures are implemented to correct the problem. A contact number for the noise disturbance coordinator shall be conspicuously placed on construction site fences and entrances by the contractor and included in the construction schedule notification sent to nearby residences and sensitive receptors.
1.5 HAZARDS AND HAZARDOUS MATERIALS
A. In the event that evidence of potential soil contamination such as soil discoloration, noxious odors, debris, or buried storage containers, is encountered during construction, the contractor will have a contingency plan for sampling and analysis of potentially hazardous substances, including use of a photoionization detector. The required handling, storage, and disposal methods shall depend on the types and concentrations of chemicals identified in the soil. Any site investigations or remediation shall comply with applicable laws and will coordinate with the appropriate regulatory agencies.
B. If unknown USTs are discovered during construction, the UST, associated piping, and impacted soil shall be removed by a licensed and experienced UST removal contractor. The UST and contaminated soil shall be removed in compliance with applicable county and state requirements governing UST removal.
C. Contractor shall prepare, submit for review and approval, and implement a project -specific Health and Safety Plan that would apply to excavation activities. The plan shall establish policies and procedures to protect workers and the public from potential hazards posed by hazardous materials. The plan shall be prepared according to federal and California OSHA regulations and submitted to the appropriate agency with jurisdiction prior to beginning site
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activities. The health and safety plan shall also be submitted to the Owner for review and approval.
D. Consistent with the SWPPP requirements, the construction contractor shall be required to implement BMPs for handling hazardous materials onsite. The use of construction BMPs will minimize any adverse effects on groundwater and soils, and will include, but not limited to, the following:
1. Follow manufacturers' recommendations and regulatory requirements for use, storage, and disposal of chemical products and hazardous materials used in construction;
2. Spill control and countermeasures, including employee spill prevention/response training;
3. Avoid overtopping construction equipment fuel gas tanks;
4. During routine maintenance of construction equipment, properly contain and remove grease and oils; and
5. Properly dispose of discarded containers of fuels and other chemicals.
E. The contractor shall follow the provisions of California Code of Regulations, Title 8, Sections 5163 through 5167 for General Industry Safety Orders to protect the project area from being contaminated by the accidental release of any hazardous materials and/or wastes. The local Certified Unified Program Agency (CUPA) will be contacted for any site -specific requirements regarding hazardous materials or hazardous waste containment or handling.
F. Oil and other solvents used during maintenance of construction equipment shall be recycled or disposed of in accordance with applicable regulatory requirements. All hazardous materials shall be transported handled and disposed of in accordance with applicable regulatory requirements.
G. In the event of an accidental release of hazardous materials during construction, containment and clean up shall occur in accordance with applicable regulatory requirements.
H. Contractor shall prepare, submit for review and approval, and implement a Fire Safety Plan for each of the service areas associated with the project. The Fire Safety Plan(s) will describe various potential scenarios and action plans in the event of a fire.
I. During project construction, all staging areas, welding areas, or areas slated for development using spark -producing equipment will be cleared of dried vegetation or other material that could ignite. Any construction equipment that includes a spark arrestor shall be equipped with a spark arrestor in good working order. All vehicles and crews working at the project site(s) will have access to functional fire extinguishers at all times. In addition, construction crews will be required to have a spotter during welding activities to look out for potentially dangerous situations, including accidental sparks.
1.6 CULTURAL RESOURCES
A. Inadvertent Discoveries: If discovery is made of items of historical or archaeological interest, the contractor shall immediately cease all work activities in the area (within approximately 100 feet) of discovery. Prehistoric archaeological materials might include obsidian and chert flaked - stone tools (e.g., projectile points, knives, scrapers) or toolmaking debris; culturally darkened soil ("midden") containing heat -affected rocks, artifacts, or shellfish remains; and stone milling equipment (e.g., mortars, pestles, handstones, or milling slabs); and battered stone tools, such as
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hammerstones and pitted stones. Historic -period materials might include stone, concrete, or adobe footings and walls; filled wells or privies; and deposits of metal, glass, and/or ceramic refuse. After cessation of excavation the contractor shall immediately contact the NBWRA and the Owner. The contractor shall not resume work until authorization is received from the Owner.
1. In the event of unanticipated discovery of archaeological indicators during construction, the Owner shall retain the services of a qualified professional archaeologist to evaluate the significance of the items prior to resuming any activities that could impact the site.
2. In the case of an unanticipated archaeological discovery, if it is determined that the find is unique under the National Historic Preservation Act (NHPA) and/or potentially eligible for listing in the National Register, and the site cannot be avoided, the Owner shall provide a research design and excavation plan, prepared by an archaeologist, outlining recovery of the resource, analysis, and reporting of the find. The research design and excavation plan shall be submitted to NBWRA and the Owner and approved by the Owner prior to construction being resumed.
B. Discovery of Human Remains: If potential human remains are encountered, the Contractor shall halt work in the vicinity of the find and contact the county coroner in accordance with Public Resources Code Section 5097.98 and Health and Safety Code Section 7050.5. If the coroner determines the remains are Native American, the coroner shall contact the Native American Heritage Commission (NAHC). As provided in Public Resources Code Section 5097.98, the NAHC shall identify the person or persons believed to be most likely descended from the deceased Native American. The most likely descendent makes recommendations for means of treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provided in Public Resources Code Section 5097.98.
1.7 EXPLOSIVES AND BLASTING:
A. The use or storage of explosives on the Work or site will not be permitted.
1.8 SANITATION
A. The Contractor shall provide approved fixed or portable chemical toilets wherever needed for its employees. The Contractor shall establish regular intervals of collection of all sanitary and organic wastes. All wastes and refuse from sanitary facilities provided by the Contractor or organic material wastes from any other source related to the Contractor's operations shall be disposed of in a manner satisfactory to the Engineer and in accordance with all laws and regulations pertaining thereto. The Owner's toilet facilities shall not be used by the Contractor.
END OF SECTION 015600
CITY OF BEAUMONT PROJECT ENVIRONMENTAL CONTROLS
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SECTION 016100 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products.
B. Related Requirements:
1. General Conditions
1.2 DEFINITIONS
A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.
1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.
3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.
B. Basis -of -Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number, manufacturer name, or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification.
1.3 ACTION SUBMITTALS
A. Comparable Product Requests: Submit request for consideration of each comparable product.
Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Engineer's Action: If necessary, Engineer will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Engineer will notify Contractor of approval or rejection of proposed comparable
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MESA LIFT STATION UPGRADE 016100-1
product request within fifteen (15) days of receipt of request, or seven (7) days of receipt of additional information or documentation, whichever is later. a. Form of Approval: As specified in Section 013300 "Contractor Submittals." b. Use product specified if Engineer does not issue a decision on use of a comparable product request within time allocated.
B. Basis -of -Design Product Specification Submittal: Comply with requirements in Section 013300 "Contractor Submittals." Show compliance with requirements.
1.4 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.
B. To the greatest extent possible for each unit of work, the Contractor shall provide products, materials or equipment from a single source.
1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.
B. Delivery and Handling:
1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.
2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.
4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected.
C. Storage:
1. Store products to allow for inspection and measurement of quantity or counting of units.
2. Store materials in a manner that will not endanger Project structure.
3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.
4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment.
5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage.
6. Protect stored products from damage and liquids from freezing.
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MESA LIFT STATION UPGRADE 016100-2
D. Fabricated structural components shall be stored on supports above ground and in a manner to prevent accumulation of water and warping. Products subject to deterioration from atmospheric conditions shall be covered in a manner that will provide adequate ventilation to avoid condensation.
E. Products, materials and equipment not stored in a manner that will insure the maintaining of a new condition will be rejected by the Engineer. Such rejected products, materials and equipment shall be immediately removed from the Work site.
1.6 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.
1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.
2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner.
B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution.
1. Manufacturer's Standard Form: Modified to include Project -specific information and properly executed.
2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed.
3. Refer to other Sections for specific content requirements and particular requirements for submitting special warranties.
C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PART 2 - PRODUCTS
2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation.
1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.
2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents.
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MESA LIFT STATION UPGRADE 016100-3
4. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.
B. Product Selection Procedures:
1. Where Specifications name a product or manufacturer as the "Basis -of -Design", provide product(s) as listed or by the manufacturer listed. Where Specifications include a list of available products or manufacturers, followed by the phrase "or equal," provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer subject to requirements of General Conditions.
PART 3 - EXECUTION (Not Used)
END OF SECTION 016100
CITY OF BEAUMONT PRODUCT REQUIREMENTS
MESA LIFT STATION UPGRADE 016100-4
SECTION 016600 — EQUIPMENT TESTING AND FACILITY STARTUP PART 1 - GENERAL
1.1 GENERAL
A. Equipment testing and facility startup are required for satisfactory completion of the contract and shall be scheduled and completed within the contract time.
1.2 EQUIPMENT TESTING
A. The Contractor shall provide the services of an experienced and authorized representative of the manufacturer of each item of equipment indicated in the equipment schedules who shall visit the site of the Work and inspect, check, adjust if necessary, and approve the equipment installation. The Contractor shall have the manufacturer's representative revisit the Work site as often as necessary until any and all problems are corrected. The Contractor shall require that each manufacturer's representative furnish to the Engineer a written report addressed to the Owner certifying that the equipment has been properly installed and lubricated, is in accurate alignment, is free from any undue stress imposed by connecting piping or anchor bolts and has been operated satisfactorily under full -load conditions.
B. The Contractor shall be responsible for scheduling all operations testing. The Contractor shall furnish all personnel, power, water, chemicals, fuel, oil, grease and all other necessary equipment, facilities and services required for conducting the tests. The Contractor is advised that the Engineer and the Owner's operating personnel will witness operations testing and that the manufacturer's representative shall be required to instruct the Owner's operating personnel in correct operation and maintenance procedures. This instruction shall be scheduled with the Engineer and the Owner at least ten (10) days in advance and shall be provided while the equipment is fully operational. The Contractor shall have previously furnished the technical manuals required under Section 013300 entitled, "Contractor Submittals".
1.3 PLANT STARTUP
A. The startup of the facilities and equipment is a coordinating operation requiring the combined technical expertise of the Contractor, suppliers, Engineer and the Owner. The Contractor shall provide the effective coordination of all parties necessary for successful facilities and equipment startup.
B. The Contractor shall be required to startup and operate the various pieces of equipment in accordance with requirements of section 17500 "Commissioning".
C. All defects in materials or workmanship which appear during this test period shall be immediately corrected by the Contractor. The Contractor shall provide the services of authorized representatives of the manufacturer, in addition to those services required under equipment testing, as may be necessary, to correct faulty equipment operation. Time lost for equipment repairs, wiring corrections, control point settings or other reasons which actually
CITY OF BEAUMONT EQUIPMENT TESTING AND FACILITY STARTUP MESA LIFT STATION UPGRADE 016600-1
interrupt the startup may, at the discretion of the Engineer, be justifiable cause for extending the startup test duration.
END OF SECTION 016600
CITY OF BEAUMONT EQUIPMENT TESTING AND FACILITY STARTUP MESA LIFT STATION UPGRADE 016600-2
SECTION 017324 - SEISMIC RESTRAINT
PART 1 - GENERAL
1.1 WORK INCLUDED
A. Seismic restraint systems for mechanical and electrical equipment other than tanks, vessels, bins, hoppers, cooling towers, freestanding signs, or storage racks.
1. For seismic restraint of tanks, vessels, bins, hoppers, cooling towers, freestanding signs or storage racks, refer to specifications for those sections.
B. Refer to structural Plans for project -specific seismic design criteria.
1.2 RELATED WORK
A. Section 013300: Submittal Procedures
B. Section 016100: Product Requirements
1.3 SYSTEM DESCRIPTION
A. Furnish and install complete seismic restraint systems, including appurtenant structural, mechanical and/or electrical mountings or connections required for compliance with Manufacturer's installation requirements and compliance with applicable building, mechanical, and electrical codes and standards.
B. Provide restraint systems, hangers, supports, bracing and anchorage in all directions for piping, ductwork, conduits, cable trays, panels, equipment and other items at risk of seismic damage.
1.4 REFERENCES
A. Reference publications below form part of this specification to extent referenced and are referred to within text by basic designation only.
1. ASCE/SEI 7 Minimum Design Loads for Buildings and Other Structures Chapter 13 and Chapter 15 2. California Building Code (CBC) Chapter 16 "Structural Design" or
3. International Building Code (IBC) Chapter 16 "Structural Design"
4. MSS SP127 Bracing for Piping Systems Seismic -Wind -Dynamic Design, Selection, Application
5. SMACNA Seismic Restraint Manual Guidelines for Mechanical Systems
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1.5 SUBMITTALS
A. To avoid repetitive submittals, seismic restraint submittals will not be accepted for review until dimensional drawings for supported equipment have been accepted by the Engineer and returned to Contractor.
B. Furnish the following submittals:
SUBMITTAL
DESCRIPTION
Shop Drawings
Submit per structural Shop Drawing requirements.
Show equipment dry weights and locations of centroids
Show applicable wet weights using specific gravities of fluids proposed for use
Provide loading diagram showing static loads and forces imparted to surrounding pipes and structures.
Show auxiliary equipment mounting slides and rails
Show snubbers and vibration isolators.
Show anchorage details and quantity, diameter, load rating, edge distances and penetration depths for anchors.
Product Data
Submit for pre -manufactured systems per Product Data
requirements.
Engineering Calculations
Submit Engineering Calculations for anchorage of the
following Contractor -furnished equipment:
1. Lift Station Pumps
2. Grinder System
3. Emergency Storage Basin Aluminum Cover
Submit for seismic anchorage systems and vibration isolators per Engineering Calculations requirements.
Refer to California Building Code or International Building Code (IBC) §16 and ASCE 7 for seismic accelerations.
Use full equipment wet weight for calculations.
Compute shear and tension forces that must be developed by anchor bolts to resist calculated lateral forces and overturning moments.
Select anchors to resist computed shear and tension forces.
C. Refer to Section 013300 for definition of requirements for Shop Drawings, Product Data, and Engineering Calculations.
D. Under California Building Code or International Building Code and ASCE 7 §13.1.4, Engineering Calculations are not required for:
1. Seismic restraint of components weighing <20 pounds.
2. Seismic restraint of components mounted <4' above floor level weighing <400 pounds.
3. Seismic restraint of piping, utility or distribution systems weighing <5 pounds per lineal foot.
E. For wall and slab -mounted equipment, requirement for engineering calculations will be waived if Contractor submits unsealed calculations demonstrating to City's satisfaction that:
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MESA LIFT STATION UPGRADE 017324-2
1. Bolting strength in shear for floor -mounted equipment exceeds weight of equipment. a. For bolt strengths in shear, refer to CBC Table 1911.2 or ICC data for concrete anchors.
2. Bolting strength in tension for floor -mounted equipment exceeds weight of equipment multiplied by height of equipment divided by twice the width between bolts in narrowest dimension.
a. For bolt strengths in tension, refer to CBC Table 1911.2 or ICC data for concrete anchors
2. Bolting strength in shear for wall -mounted equipment exceeds 2.3 x weight of equipment. a. For Bolt strengths in shear, refer to CBC Table 1911.2 or ICC data for concrete anchors B. Calculations required for seismic restraint of nonstructural components shall be sealed by California -licensed civil or structural engineer and shall follow ASCE 7 §13.3 where:
1. SDS shall be as shown on Structural Plans or Geotechnical Report. a. If not shown, assume SDs=2/3Ss
2. ap and Rp shall be as shown in ASCE 7 Table 13.5-1 or Table 13.6-1 as appropriate.
3. Under ASCE 7, § 13.4.2, anchors in concrete and masonry shall be designed for 1.3 times calculated force Fp
4. Where earthquake lateral design loads for nonstructural components are shown on Plans for Contractor's convenience, typically as multiple of wet weight (W) of furnished item shown on Sheet S1, either this conservative Plan value may be used, or more exact value based on exact elevation of furnished item may be used and substantiated by calculation.
C. When anchoring new structures into existing concrete foundations, seismic design of foundation anchors shall provide lugs for at least 2 redundant anchor bolts beyond those required by seismic Engineering Calculations.
1. Place these to accommodate unexpected field conditions, field interferences, pre-existing embedments, or concrete cracking, deterioration, spalling or honeycombing.
2. If field conditions render up to 2 anchor bolts ineffective, up to 2 redundant bolts may be omitted in field.
D. Site conditions and required eauipment environmental ratines are:
VARIABLE
RATED RANGE
SEISMIC DESIGN CRITERIA
Site Soils Class
C
Seismic Importance
Factor
I
1.25 Ii,
1.5 Mapped Spectral
Response
Accelerations
Ss
1.701g
Si
0.623g
Design Seismic Loads
for Equipment and
Nonstructural
Components
Excluding Tanks
Horizontal Loads — Floor
Mount
1.0W
Horizontal Loads — Wall
Mount
2.3W
Horizontal Loads — Ceiling or
Roof Mount
1.4W
Vertical Loads
1.0W
E. Less conservative values for items in table above will be accepted if supported by sealed Engineering Calculations.
1.6 UNIT PRICES
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017324-3
A. Payment for Work in this section shall be included as part of lump -sum or unit -price bid amount for which such Work is appurtenant.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Refer to Section 016100 for basic requirements for products and materials.
B. Pack gaps between seismic anchorage lugs and floors or foundations with grout to inhibit corrosion of bolts in space between lug and floor or foundation.
1. In areas subject to chemical exposure use appropriate chemical -resistant grout.
C. Provide vibration -isolated equipment with snubbers capable of retaining equipment in its designated location without failure or deformation of snubbers when exposed to vertical or horizontal forces at contact surfaces equal to 100% of operating weight of equipment.
1. Air gaps between snubber retainer and equipment base shall be <1/4".
D. Anchor piping with flexible connection and/or expansion joints so intended uses of these joints are maintained in piping system.
PART 3 - EXECUTION
3.1 PREPARATION
A. Make field measurements needed to install seismic restraint systems before submitting Shop Drawings or ordering.
1. Make minor changes in dimensions and alignments as needed to avoid utilities or structural conflicts.
3.2 INSTALLATION
A. Furnish and install seismic restraint systems as required by code and at locations shown on Plans and Submittals.
B. The following installation standards shall be followed:
1. Manufacturer's installation and warranty requirements
2. Applicable OSHA and Cal OSHA regulations
3. Applicable building, fire, plumbing, mechanical and electrical code requirements C. Refer variances between above documents and Contract Documents to City's Representative.
END OF SECTION 017324
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SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for the following:
1. Disposing of nonhazardous demolition and construction waste.
B. Related Requirements:
1. Section 024116 "Demolition, Salvage and Reconstruction" for disposition of waste resulting from demolition of buildings, structures, and site improvements.
2. Section 311000 "Site Clearing" for disposition of waste resulting from site clearing and removal of above- and below -grade improvements.
3. General Conditions
1.2 DEFINITIONS
A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. The Contractor shall be responsible for the disposal of his own waste. Waste shall daily be cleaned up and piled into proper containers by the Contractor.
B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.
C. Disposal: Removal off -site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.
1.3 ACTION SUBMITTALS
A. Waste Management Plan: Submit plan within 7 days of date established for commencement of the Work.
1.4 INFORMATIONAL SUBMITTALS
A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit report. Include the following information:
1. Material category.
2. Generation point of waste.
3. Total quantity of waste in tons.
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B. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.
C. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.
1.5 QUALITY ASSURANCE
A. Waste Management Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination."
1.6 WASTE MANAGEMENT PLAN
A. General: Develop a waste management plan according to ASTM E 1609 and requirements in this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.
B. Waste Identification: Indicate anticipated types and quantities of demolition site -clearing and construction waste generated by the Work. Include estimated quantities and assumptions for estimates.
C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Include points of waste generation, total quantity of each type of waste, quantity for each means of recovery, and handling and transportation procedures.
1. Disposed Materials: Indicate how and where materials will be disposed of. Include name, address, and telephone number of each landfill and incinerator facility.
PART 2 - EXECUTION
2.1 PLAN IMPLEMENTATION
A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.
B. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold.
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2. Comply with Section 015000 "Temporary Facilities and Controls" and 015600 "Project Environmental Controls" for controlling dust and dirt, environmental protection, and noise control.
2.2 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.
1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on -site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
B. Burning: Burning of waste materials is not permitted.
C. Disposal: Remove waste materials from Owner's property and legally dispose of them.
2.3 DISPOSAL OF HAZARDOUS WASTE
A. It is not expected that hazardous materials will be encountered in the Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify the Owner's representative.
END OF SECTION 017419
CITY OF BEAUMONT CONSTRUCTION MANAGEMENT AND DISPOSAL
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SECTION 017500 — COMMISSIONING
PART 1 - GENERAL
DESCRIPTION
This specification discusses pre -commissioning and commissioning activities. Pre - commissioning activities include all the activities associated with the first-time startup of all equipment, instruments, electrical gear and/or process. This includes all checks and tests prior to running equipment including any manufacturers inspections. Commissioning activities include but are not limited to the Functional Acceptance Test (FAT) of equipment and facilities with clean water, operator training and manufactures start up services. The final step in commissioning includes a Reliability Acceptance Test (RAT). This test will require the system to function for an extended period without interruption as listed in Table 2. After the test period is complete, the system will be substantially complete and can be turned over to the Owner for beneficial use.
B. For the purpose of this Project, commissioning will start after Owner's acceptance of Operational Readiness Test (ORT) and the listed requirements in Table 1. Full operational tests that demonstrate functionality and reliability will be done during commissioning. It may be necessary to include the installation of temporary facilities to support testing and the removal of temporary facilities when testing is complete. It is the Contractor's responsibility to execute proper planning, notification and scheduling. The commissioning activities will involve the Owner, Engineer, Construction Manager, Contractor and staff responsible for facility operation. The Contractor will provide a Commissioning Coordinator to lead all commissioning activities.
C. This section identifies the tests and documentation that the Contractor shall be responsible for in order to complete pre -commissioning and commissioning. All pre -commissioning and commissioning work, as described in this section, shall be performed by the Contractor and witnessed by the Owner.
D. Related Requirements:
1. Section 011000 — Summary of Work
2. Section 011002
3. Section 016600
4. Section 017823
5. Section 017839
6. Section 260000
7. Section 409000
1.2 DEFINITIONS
— Sequence of Operations
— Equipment Testing and Plant Startup
— Operation and Maintenance Data
— Project Record Documents
— General Electrical Requirements
— Instrumentation Control for Process Systems
A. Operational Readiness Test (ORT): This test includes all parts of a system to verify they are in working order and functioning properly in the system including, but not limited to verification of proper alignment, pressure tests, rotational checks, control devices, loop checks and other items
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listed in Table 1. The requirements of the ORT are described in detail in Section 1.3 Pre - commissioning Work.
B. Functional Acceptance Test (FAT): The FAT is used to test the system prior to placing it into service. The test is to prove the system is operational using clean water insuring normal operating requirements. The requirements for the FAT are listed in Section 1.4 Commissioning Work.
C. Reliability Acceptance Test (RAT): The RAT is used to prove the reliability of the system for a duration listed in Table 2. The test is performed under normal facility flows using typical process influent with the assistance of plant operators. The requirements for the RAT are listed in Section
1.4 Commissioning Work. Following successful completion of the RAT, and acceptance of the system by the Owner, the Contractor may apply for substantial completion of the system.
D. Substantial Completion: That date as certified by the Engineer when the construction of the Project or a specified part thereof is sufficiently completed, in accordance with the Contract Documents so that the Project or specified part can be utilized for the purposes for which it is intended. The Contractor may apply for Substantial Completion after the Engineer has accepted all Reliability Acceptance Tests (RATs) in accordance with technical specifications section 017500 - Commissioning and the Contractor has submitted all Manufacturers' Certificates of Proper Installation and all Operation and Maintenance Manuals have been submitted and have been approved by the Engineer.
E. Final Completion: Includes all Work under the Contract as outlined in the contract documents, including any approved change orders.
F. System: A system means the overall process, or a portion thereof, that performs a specific function.
G. Commissioning Coordinator: The Commissioning Coordinator is employed by the Contractor and responsible for all commissioning activities, scheduling start-up and training sessions, developing and submitting all reports and certificates. The Commissioning Coordinator shall have no other responsibilities during commissioning and will be on site during all commissioning phases. The Commissioning Coordinator shall be an individual with a minimum of 10 years of experience in construction and commissioning of similar facilities. The Commissioning coordinator's experience shall include at least five (5) projects of similar size and nature in the last 10 years in a role of commissioning coordinator.
H. Owner: Owner is defined as the City of Beaumont. The term Owner also includes the Owners representatives, which includes the Construction Manager, Engineer and Facility Operations Staff.
1.3 PRE -COMMISSIONING WORK
A. Pre -commissioning is made up of all the activities that shall be completed before the Contractor is permitted to begin Commissioning. Table 1 illustrates some of the tasks.
B. The primary activities for this are construction, factory testing, documentation, component testing, stand-alone equipment testing, and energization of electrical power distribution equipment. This also includes pipe pressure testing. The intent is to test isolated equipment and components. Pre -commissioning testing shall conclude with the Owner's acceptance of the Operational Readiness Tests.
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C. Once all components have been tested individually, electrical power distribution equipment has been functionally tested and energized, and Owner has accepted all required deliverables, the Contractor may request to proceed to Commissioning. If the Owner agrees that the Contractor has successfully performed all tests and provided all required documentation, the Owner will notify the Contractor in writing that he may begin Commissioning.
1.4 COMMISSIONING WORK
A. Commissioning is composed of two parts, Phase 1 and Phase 2 (note that terms Phase 1 and Phase 2 are not associated with construction phasing and are solely used to describe commissioning requirements). Table 1 illustrates some of the tasks.
1. Phase 1 Commissioning will include operator training as well as comprehensive testing with clean water. The steps will include approval of Operational Readiness Tests and the Functional Acceptance Test (FAT). The purpose of the FAT is to test all equipment, instruments and software as an integrated system using plant water wherever applicable.
The successful completion of the Functional Acceptance Test will allow the Contractor to request Operational Acceptance. When all deliverables have been accepted and operator and maintenance training is complete, Owner will notify the Contractor in writing that the facility has achieved Operational Acceptance and he may proceed to the next phase of Commissioning.
2. Phase 2 Commissioning is designed to functionally test the facility as an integrated system under normal operating conditions using wastewater. The testing includes the Reliability Acceptance Test (RAT) that will be conducted over a period of time that demonstrates the operational reliability of the system. (See Table 2 for test durations.) After successful completion of the RAT and all Manufacturers' Certificates of Proper Operation have been submitted to Engineer, and after the Contractor has submitted all Operation and Maintenance Manuals, the Contractor may request the Owners' acceptance that the system is Substantially Complete.
1.5 MANUFACTURER'S FIELD SERVICES
A. It is the Contractor's responsibility to provide the services of the manufacturer's representatives that apply during equipment installation, facilities testing, pre -commissioning, commissioning and training of the Owner's personnel. Where manufacturer's services are specified, the Contractor shall furnish a qualified representative of the manufacturer to provide these services.
B. Contractor shall be responsible to coordinate and/or provide manufacturer's representative services For Owner Selected or Owner -Furnished equipment.
C. Definitions: For purposes of furnishing manufacturers' services, the following definitions shall apply:
1. Manufacturer's Representatives: Employee of manufacturer who is factory trained and knowledgeable in technical and operational aspects of their products and systems.
2. Person -Day or Instructor -Day: One person for eight (8) hours straight time, exclusive of Saturdays, Sundays or holidays; does not include travel time.
D. Submittals
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1. Submittals shall be in accordance to General Requirements Section 013300 entitled "Contractor Submittals" and the requirements of this section.
2. Qualifications and experience records of proposed manufacturers' representatives who will assist installation and testing of equipment and conduct training sessions.
3. After installation, each manufacturer's representative shall submit to the Owner, via the Construction Manager, a written report (Certificate of Proper Installation) certifying that the all equipment is installed properly, in accordance with the manufacturer's installation instructions.
4. During Phase 2 of Commissioning and after the RAT, each manufacturer's representative shall submit to the Owner a written report (Certificate of Proper Operation) certifying that the all equipment has been properly installed and lubricated; is in accurate alignment; is free from any undue stress imposed by connecting piping or anchor bolts; and has been operated under full load conditions and that it operated per specifications.
E. Scheduling of Manufacturer's Field Services
1. The manufacturer's representative shall be an experienced, competent, and an authorized representative of the manufacturer of each item of equipment for which field services are indicated in the individual sections of the Contract Specifications. He shall visit the site of the Work to inspect, check, adjust if necessary, and accept the equipment installation. In each case, the manufacturer's representative shall be present when the equipment is being tested and placed in operation. The manufacturer's representative shall revisit the jobsite as often as necessary until all trouble is corrected.
2. The scheduling of all visits to the site by the manufacturer's field services representative shall be determined by the Contractor and accepted by Owner. It is intended that the manufacturers' representatives' visits be for making equipment inspections and normal adjustments, and not for remedying defective work.
3. Manufacturers' representatives shall resolve assembly or installation problems attributable to or associated with, their products and equipment.
4. During the testing, the manufacturer's representative shall assist, as applicable, to perform initial equipment and system adjustments and calibrations.
5. After all acceptance tests have been completed, but prior to Substantial Completion, the Contractor shall recheck all equipment for proper alignment and adjustment, check oil levels, re -lubricate all bearing and wearing points, and, in general, assures that all equipment is in proper condition for regular continuous operation.
PART 2 - PRODUCTS
2.1 COMMISSIONING PLAN
A. The Commissioning Coordinator shall be responsible for preparing the Commissioning Plan.
B. As a condition precedent to receiving any progress payment for work 30 days prior to the pre - commissioning activities, the Commissioning Coordinator shall submit and receive the Owner's acceptance for all commissioning plan documents. The Owner shall require five (5) copies to review the submitted commissioning plan. The commissioning plan shall be submitted 60 days preceding commissioning of a system.
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C. Once the Owner has accepted the Commissioning Plan, the Commissioning Coordinator shall reproduce the plans in sufficient number for the Commissioning Coordinator's purposes and an additional five (5) copies for delivery to the Owner. No test work shall begin until the Commissioning Coordinator has delivered the specified number of final commissioning plans to the Owner.
D. Testing
1. The Contractor shall develop and produce the ORTs, FATs and RATs to conduct the testing. Sample templates for ORT, FAT and RAT have been provided in Exhibit 1 — Commissioning Document Samples of this specification to help facilitate this production.
2. The Contractor shall submit an EPSET procedure, as defined in Section 2.2.B.1 entitled EPSET - Electrical Power System Energization Test.
3. The Commissioning Coordinator shall develop test plans detailing the coordinated, sequential testing of each item of equipment and system installed under this Contract. Each test plan shall be specific to the item of equipment or system to be tested. Test plans shall identify by specific equipment or tag number each device or control station to be manipulated or observed during the test procedure. The specific results to be observed or obtained shall be identified in the plan. Test plans shall also be specific as to support systems required to complete the test work, temporary systems required during the test work, Subcontractors' and manufacturers' representatives to be present and expected test duration.
4. The Commissioning Coordinator shall prepare written test procedures for submittal to the owner and Engineer, for acceptance. The test procedures shall be submitted in hard copy and electronically as needed. For each test, the procedure form should clearly define the following:
a. Test Number
b. Purpose of the test: Describe what is being verified by this particular test. c. Test Method: Describe the setup for the test and the steps required to complete the test.
d. Criteria: Describe the criteria for passing or failing the test. e. Provide space on the form for the Owner's comments and for individual sign -off. f. Test on a loop -by -loop basis. Every loop shall be signed off individually. g. Provide a test schedule.
h. Provide a list of all test equipment to be available for the tests. i. Provide a block diagram showing the test setup arrangement. The diagram shall illustrate the equipment under test, any special test equipment and indicate equipment interconnections.
5. Staffing for each test identifying roles and responsibilities.
6. For all ORT testing, the Contractor shall use the final project PLC hardware.
7. Instrumentation list with calibration methods and calibration dates.
8. Acceptance criteria required to release equipment and systems for commissioning.
9. Statement of successful test.
10. Forms for each test.
E. Training
1. Identify each operator and maintenance training class.
2. Lesson plan for each class.
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F. Schedule: The Commissioning Coordinator shall produce a test and training schedule setting forth the sequence contemplated for performing the test and training work.
1. The schedule shall detail the equipment and systems to be tested, and shall be part of the Contractor's Baseline Construction Schedule.
2. The schedule shall show the contemplated start date, duration of the test and completion of each pre -commissioning and commissioning activity.
3. The test schedule shall be submitted, reviewed, and accepted by the Owner with the Baseline Construction Schedule.
4. The test schedule shall be updated weekly, showing actual dates of test work, indicating systems and equipment testing completed satisfactorily and meeting the requirements of the Contract Documents.
5. Daily Schedule for Testing
a. The Commissioning Coordinator shall begin each day of witnessed testing by meeting with the Owner.
b. The meeting purpose is to review the test schedule, the test results from the previous day, and where applicable, to coordinate the testing schedule with Plant Operations. c. Note that the Commissioning Coordinator will need to schedule some testing outside normal working hours because of plant operational requirements. The Commissioning Coordinator may be required to rearrange portions of the testing schedule at short notice to accommodate unanticipated plant conditions such as equipment failure or unusually high sewage flows caused by wet weather.
6. Show all tests with beginning and ending dates. At a minimum, the Commissioning Coordinator will show all ORT, FAT and RAT schedules.
7. Show all operations and maintenance training classes.
2.2 PRE -COMMISSIONING AND COMMISSIONING TESTS
A. The following tests are conducted by the Commissioning Coordinator during Pre -commissioning and Commissioning.
B. Pre -commissioning: The Contractor shall successfully complete each test and receive written confirmation prior to starting any Commissioning Tests.
1. EPSET - Electrical Power System Energization Test — This test is performed after installation of all electrical switchgear systems and MCCs, after completion of NETA testing of the electrical power distribution system and after receipt of vendor certificate of proper installation. An accepted EPSET procedure shall be used to perform this test. The purpose of EPSET is to ensure 480V and greater power distribution is functional and ready for energization during commissioning. Prior to energization, PLC I/O check will not be possible; it will be part of ORTs and FAT testing. The Contractor cannot power any equipment i.e. lighting panel, PLC panels, etc. until EPSET is complete. Arc Flash labels shall be placed on electrical equipment prior to start of EPSET. a. This test will check and document that all local manual, remote and automatic interlocks, switching scenarios, I/O and controls are functional; any temporary power for testing of breakers, switchgear and battery charger system (125 V dc), if required, shall be provided. The Owner's personnel will witness this test. Qualified Contractor and vendor personnel capable of operating and troubleshooting electrical equipment shall be available during the course of this test. The Contractors' Commissioning Coordinator shall direct test.
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b. The Contractor shall submit an EPSET procedure. The EPSET procedure shall include the following:
1) Steps to test and check all modes of operation (local, remote, manual, automatic and PLC), verify all required switching scenarios and functions, and verify that precluded switching scenarios do not occur, 2) Methodology for supplying temporary power (if required) 3) Steps to coordinate administrative control of project electrical equipment that interfaces with existing electrical equipment to ensure that testing does not negatively affect Plant operations.
c. Prior to commencement of the EPSET, the following documentation shall be submitted and made available to the Owner:
1) An accepted EPSET procedure
2) All associated redlined as -built single line and loop drawings 3) Electrical equipment O&M manuals and schematics
4) Certificate of Proper Installation
5) NETA testing reports and required testing outlined in Division 26 — Electrical d. Prior to commencement of the EPSET, vendor training of personnel for electrical equipment shall be competed.
2. ORT - Operational Readiness Test - This test is performed after installation and calibration of instruments is complete. The test purpose is for the Contractor to check and document the complete control system, including I/O to/from PLC register but excluding the application software is ready for operation. In addition, the equipment shall be tested in local/manual mode for operation and functionality. This test will be required for all electrical, piping and mechanical equipment, including but not limited to, actuated valves and gates, meters, conveyors, blowers, compressors, mixers, screens, motors, boilers, bio- gas handling equipment, pumps and filters. Upon completion of the test, the Contractor shall leave the equipment de -energized.
a. After the equipment supplier has certified proper installation, Contractor shall submit printouts for VFD, RVSS, relays and similar parameter settings for review by the Owner prior to starting the ORT. If further tuning is required when equipment is under load, as during FAT or RAT, the Contractor shall arrange to have on site the Supplier to finalize settings. When complete, the Contractor shall provide printouts of parameter settings and submit to the Owner. The final parameter settings shall be included in the Final Vendor Equipment Manual submittal. The Owner shall witness all ORT's. After the ORT's for a system is complete and approved by the Owner the commissioning can begin.
C. Commissioning
1. Phase 1. FAT — Functional Acceptance Test — The FAT is a combined effort between the Contractor and Owner. The combined software/hardware system is tested from this point forward. This test shall be conducted for LOCAL control; REMOTE MANUAL control; REMOTE AUTO control; REMOTE CASCADE (if applicable) control. The purpose for the test is to insure that the PLC and Operator Graphics software configuration is working in conjunction with the hardware and plant as intended. This test is accomplished with the system online under normal operating conditions. Equipment will operate with plant water.
After acceptance of the FAT by the Owner, the Contractor may request to start with Phase
2. 2. Phase 2. RAT — Reliability Acceptance Test — The Purpose for this test is for the Contractor to demonstrate that all systems are capable of operating continuously in the intended manner for an extended period without failing. During the RAT, the Contractor will be
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responsible for recording all readings, collecting all samples and conducting laboratory analysis. During the RAT, the system under test will be operated within design parameters reflecting the day-to-day operation of the facilities for an uninterrupted period. The duration for each system is listed in Table 2. Several systems may have to test simultaneously in order to treat the wastewater adequately. Each system will require its own RAT, but all of the above systems must start up together. The existing systems must remain operational during the test in case of a problem during the test period.
3. Unless noted otherwise in Table 2 of this section, the RAT will run for 7 continuous days without interruption. During the test, operation of the system will be under the direction of the Contractors Commissioning Coordinator with assistance from Equipment Manufacturers, Sub -Contractors, Owner and Plant Operators. The test, to the greatest extent possible, will take place at 80% of design flow for each process or piece of equipment. The test may need to be terminated due to above average rainfall, unforeseen conditions at the plant or any malfunction with the equipment causing the plant not to meet its discharge requirements. The Plant must be able to return to normal operation prior to the test if suspension of the test in necessary.
4. If the system test is suspended for a period over, 4 hours due to equipment malfunction or break down, the, the entire test will be void and will need to start at the beginning of the test period.
2.3 PRE -COMMISSIONING AND COMMISSIONING DOCUMENTATION
A. Pre -commissioning: The following documentation shall be up to date and accepted by the Owner prior to starting any Commissioning activities. The Owner will give written notice to the Contractor when all the documents are accepted.
1. Equipment Submittal Process Complete.
2. RFIs and Responses up to Date.
3. All Electrical Equipment Tests.
4. All Process and Instrumentation Equipment Tests.
5. All Mechanical Equipment Tests.
6. Loop Drawings.
7. P&ID Drawings.
8. Contractor Lock -out Tag -out Procedures.
9. All Vendor and Manufacturer Certificates of Correct Installation.
10. All Pressure Test Reports.
11. All Loop Test Reports.
12. All Conductivity Test Reports.
13. All Instrument Calibration Reports, including parameter settings for magnetic flow meters, ultrasonic level elements, transmitters and similar instruments requiring calibration.
14. All Electrical Breaker Setting Reports.
15. All Mechanical Alignment Reports.
16. Draft Operations and Maintenance Manual.
17. Any and All Operating Permits.
18. Operator Training Plan.
19. Pre -commissioning Report.
B. Commissioning: The following documents shall be submitted by the Commissioning Coordinator to Owner during commissioning:
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1. Redline As -Built Drawings.
2. Final Maintenance Manuals.
3. Final Punch List.
4. Commissioning — Phase 1 Report.
5. Commissioning — Phase 2 Report.
2.4 DOCUMENTATION
A. The Commissioning Coordinator shall develop a records keeping system to document compliance with the requirements of this Section. Calibration documentation shall include identification (by make, manufacturer, model, and serial number) of all test equipment, date of original calibration, subsequent calibrations, calibration method, and test laboratory.
B. Equipment and system documentation shall include date of test, equipment number or system name, nature of test, test objectives, test results, test instruments employed for the test, and signature spaces for Owner's witness and the Contractor. A separate file shall be established for each system and item of equipment. For process systems that require commissioning prior to taking another process system out of service, the documentation shall be provided for each process system to be completed independently. These files shall include the following information as a minimum:
1. Metallurgical tests (If applicable).
2. Factory performance tests.
3. Accelerometer recordings made during shipment.
4. Field calibration tests.
5. Field pressure tests.
6. Field performance tests.
7. Field operational tests.
C. The Commissioning Coordinator shall develop test documentation forms specific to each item of equipment and system installed under this Contract.
D. Once the Owner has reviewed and taken no exception to the forms proposed by the Commissioning Coordinator, the Commissioning Coordinator shall produce sufficient forms, at his expense, to provide documentation of all testing work to be conducted as a part of this Contract.
E. Reference Documentation
1. The Commissioning Coordinator shall make two sets and a digital file of the following documentation available to the Owner or its representatives, at the test site:
a. All drawings, specifications, addenda and change -orders; b. Copy of the accepted test procedure for the specific equipment being tested and record keeping forms filled out during testing.
2.5 REPORTS
A. The Contractor shall submit several reports to the Owner for acceptance in order to continue with the Commissioning process. For process systems that require commissioning prior to taking another process system out of service the reports shall be submitted for each process system as
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