HomeMy WebLinkAboutTC Construction Co; 2004-03-24; 3583-1A Part 4 of 4SECTION 16020
ELECTRICAL - GENERAL PROVISIONS
PART 1 GENERAL
1.01
A.
B.
C.
1.02
A.
B.
SCOPE OF WORK
Furnish all labor, materials and equipment required to install complete and make operational,
electrical and process instrumentation systems as specified, as shown on the Drawings.
The work shall include furnishing and installing the following:
1. Electrical service fiom the Power Company.
2. Conduit, wire and field connections for all motors, motor controllers, control devices, control
panels and electrical equipment furnished under other Divisions of these Specifications.
3. Conduit, wiring and terminations for all field-mounted instruments furnished and mounted
under other Divisions of these Specifications, including process instrumentation primary
elements, transmitters, local indicators and control panels. Install vendor furnished cables
specified under other Divisions of these Specifications.
4. Telephone service from the Telephone Company.
The work shall include furnishing, installing and testing the equipment and materials detailed in the
following Sections:
SectionNo
16020 - Electrical - General Provisions
16480 - Motor Control Centers
16500 - Lighting System
16620 - Standby Engme Generator System
16950 - Electrical Acceptance Testing
16426 - Switchboards
RELATED WORK
Excavation and backfilling, including gravel or sand bedding for underground electrical work is
included in Division 2.
Cast in place concrete work, including concrete encasements for electrical duct banks, equipment
pads, light pole bases and reinforcing steel, is included in Division 3.
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Electrical - General Provisions
16020-1
1.03 SUBMITTALS
A. Submit shop drawings for equipment, materials and other items furnished under Division 16.
B. Check shop drawings for accuracy and contract requirements prior to submittal. Shop drawings shall
be stamped with the date checked and a statement indicating that the shop drawings conform to
Specifications and Drawings. This statement shall also list all exceptions to the Specifications and
Drawings. Shop drawings not so checked and noted shall be returned.
C. The Engineer's check shall be for conformance with the design concept of the project and compliance
with the Specifications and Drawings. Errors and omissions on approved shop drawings shall not
relieve the Contractor from the responsibility of providing materials and workmanship required by
the Specifications and Drawings.
D. All dimensions shall be field verified at the job site and coordinated with the work of all other trades.
E. Material shall not be ordered or shipped until the shop drawings have been approved. No material
shall be ordered or shop work started if shop drawings are marked "APPROVED AS NOTED -
CONFIRM," "APPROVED AS NOTED - RESUBMIT" or "NOT APPROVED."
F. Operation and Maintenance Data
1. Submit operations and maintenance data for equipment furnished under this Division, in
accordance with Section 01730. The manuals shall be prepared specifically for this installation
and shall include catalog data sheets, drawings, equipment lists, descriptions, parts lists, etc, to
instruct operating and maintenance personnel unfamiliar with such equipment.
1.04 CONTRACT PERFORMANCE REQUIREMENTS
A. Electric equipment, materials and installation shall comply with the latest edition of the National
Electrical Code (NEC) and with the latest edition of the following codes and standards:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
National Electrical Safety Code (NESC)
Occupational Safety and Health Administration (OSHA)
National Fire Protection Association (NFPA)
National Electrical Manufacturers Association (NEMA)
American National Standards Institute (ANSI)
Insulated Cable Engineers Association (ICEA)
Instrument Society of America (ISA)
Underwriters Laboratories (UL)
Factory Mutual (FM)
National Electrical Testing Association (NETA)
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
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1.05
A.
B.
C.
D.
E.
1.06
A.
1.07
A.
PRIORITY OF THE CONTRACT DOCUMENTS
If, during the performance of the work, the Contractor finds a conflict, error or discrepancy between
or among one or more of the Sections or between or among one or more Sections and the Drawings,
furnish the higher performance requirements. The higher performance requirement shall be
considered the equipment, material, device or installation method which represents the most stringent
option, the highest quality or the largest quantity.
In all cases, figured dimensions shall govern over scaled dimensions, but work not dimensioned shall
be as directed by the Engineer and work not particularly shown, identified, sized, or located shall be
the same as similar work that is shown or specified.
Detailed Drawings shall govern over general drawings, larger scale Drawings take precedence over
smaller scale Drawings, Change Order Drawings shall govern over Contract Drawings and Contract
Drawings shall govern over Shop Drawings.
If the issue of priority is due to a conflict or discrepancy between the provisions of the Contract
Documents and any referenced standard, or code of any technical society, organization or association,
the provisions of the Contract Documents will take precedence if they are more stringent or
presumptively cause a higher level of performance. If there is any conflict or discrepancy between
standard specifications, or codes of any technical society, organization or association, or between
Laws and Regulations, the higher performance requirement shall be binding on the Contractor, unless
otherwise directed by the Engmeer.
In accordance with the intent of the Contract Documents, the Contractor accepts the fact that
compliance with the priority order specified shall not justify an increase in Contract Price or an
extension in Contract Time nor limit in any way, the Contractor's responsibility to comply with all
Laws and Regulations at all times
ENCLOSURE TYPES
Unless otherwise specified electrical enclosures shall have the following ratings:
1.
2.
3.
NEMA 1 for dry, non-process indoor above grade locations.
NEMA 4X for outdoor locations and chemical areas.
NEMA 7 for sewage wetwell. NEMA 7 areas shall be rated "Class I Div. 1 Group D."
SERVICE AND METERING
The power company serving this project is San Diego Gas and Electric Company (SDG&E). Service
will be obtained at 480-Volts, Three-phase, Four-Wire, 60 Hz from a pad mounted transformer
furnished and installed by SDG&E.
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Electrical - General Provisions 16020-3
B.
C.
D.
1.08
A.
B.
1.09
A.
B.
1.10
A.
B.
The power company will be responsible for the following work:
1.
2. Furnishing and installing transformer.
3.
4.
5.
The Contractor shall be responsible for the following work
1.
Furnishing and installing primary cables.
Termination of underground primary cables at the transformer.
Furnishing metering current transformers (C.T.'s), meter and meter wiring.
Furnishing and installing secondary cables.
Make all arrangements with the power company for obtaining electrical service and fbmish all
labor and material required for the electrical service.
Furnishing and installing the primary conduits.
Furnishing and installing the transformer pad and grounding.
2.
3.
4. Furnishing secondary conduits.
5. Furnishing and installing a power company approved metering section, current transformer
section, and pull section on the metering switchboard.
Submit shop drawings for the following items to the power company for approval:
1. Metering Switchboard.
HAZARDOUS AREAS
Equipment, materials and installation in areas designated as hazardous shall comply with National
Electrical Code Articles 500,50 1,502 and 503.
Equipment and materials installed in hazardous areas shall be UL listed for the appropriate hazardous
area classification.
CODES, INSPECTION AND FEES
Equipment, materials and installation shall comply with the requirements of the local authority
having jurisdiction.
Obtain all necessary permits and pay all fees required for permits and inspections.
SIZE OF EQUIPMENT
Investigate each space in the structure through which equipment must pass to reach its final location.
Coordinate shipping splits with the manufacturer to permit safe handling and passage through
restricted areas in the structure.
The equipment shall be kept upright at all times during storage and handling. When equipment must
be tilted for passage through restricted areas, brace the equipment to insure that the tilting does not
impair the functional integrity of the equipment.
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1.1 1 RECORD DRAWINGS
A.
'
As the work progresses, legbly record all field changes on a set of project contract drawings,
hereinafter called the "record drawings."
B. Record drawings shall accurately show the installed condition of the following items:
1.
2.
3.
4.
5.
6.
7.
8.
9.
One-line Diagram(s).
Raceways and pullboxes.
Conductor sizes and conduit fills.
Panel Schedule@).
Control Wiring Diagram(s).
Lighting Fixture Schedule@).
Lighting fmture, receptacle and switch outlet locations.
Underground raceway and duct bank routing.
Plan view, sizes and locations of switchgear, motor control centers and control panels.
C. Submit a schedule of control wiring raceways and wire numbers, including the following
information:
1.
2.
Circuit origin, destination and wire numbers.
Field wiring terminal strip names and numbers.
D. As an alternate, point-to-point connection diagrams showing the same information may be submitted
in place of the schedule of control wiring raceways and wire numbers.
E. Submit the record drawings and the schedule of control wiring raceways and wire numbers (or the
point-to-point connection diagram) to the Agency.
1.12 EQUIPMENT INTERCONNECTIONS
A. Review shop drawings of equipment furnished under other Divisions of this Specification and
prepare coordinated wiring interconnection diagrams or wiring tables. Submit copies of wiring
diagrams or tables with Record Drawings.
B. Furnish and install all equipment interconnections.
1.13 MATEWS AND EQUIPMENT
A. Materials and equipment shall be new.
B. Material and equipment of the same type shall be the product of one manufacturer and shall be UL
listed.
C. Warrant all equipment furnished under Division 16 in accordance with Division 01. Refer to
individual equipment sections for additional warranty items.
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Electrical - General Provisions
16020-5
1.14
A.
B.
C.
1.15
A.
B.
C.
D.
E.
F.
G.
H.
EQUIPMENT IDENTIFICATION
Identify equipment (disconnect switches, separately mounted motor starters, control stations, etc)
furnished under Division 16 with the name of the equipment it serves. Motor control centers, control
panels, panelboards, switchboards, switchgear, junction or terminal boxes, transfer switches, etc,
shall have nameplate designations as shown on the Drawings.
Nameplates shall be engraved, laminated plastic, not less than 1/16-in thick by %-in by 2- 1/2-in with
311 6-in high white letters on a black background.
Nameplates shall be screw mounted to NEMA 1 enclosures. Nameplates shall be bonded to all other
enclosure types using an epoxy or similar permanent waterproof adhesive. Two sided foam adhesive
tape is not acceptable. Where the equipment size does not have space for mounting a nameplate the
nameplate shall be permanently fastened to the adjacent mounting surface.
INTERPRETATION OF DRAWINGS
Unless specifically stated to the contrary, the Drawings are not intended to show exact locations of
conduit runs. Coordinate the conduit installation with other trades and the actual supplied equipment.
Install each 3-phase circuit in a separate conduit unless otherwise shown on the Drawings.
Unless otherwise approved by the Engineer, conduit shown exposed shall be installed exposed;
conduit shown concealed shall be installed concealed.
Where circuits are shown as "home-runs" all necessary fittings and boxes shall be provided for a
complete raceway installation. Where home-runs indicate conduit is to be installed concealed or
exposed the entire branch circuit shall be installed in the same manner. Unless otherwise indicated
install branch circuit conduits exposed in processhndustrial type spaces and concealed in finished
spaces.
Verify the exact locations and mounting heights of lighting fixtures, switches and receptacles prior to
installation.
Except where dimensions are shown, the locations of equipment, fixtures, outlets and similar devices
shown on the Drawings are approximate only. Exact locations shall be determined by the Contractor
and approved by the Engineer during construction. Obtain information relevant to the placing of
electrical work and in case of any interference with other work, proceed as directed by the Engineer
and furnish all labor and materials necessary to complete the work in an approved manner.
Circuit layouts are not intended to show the number of fittings, or other installation details. Furnish
all labor and materials necessary to install and place in satisfactory operation all power, lighting and
other electrical systems shown.
Redesign of electrical or mechanical work, which is required due to the Contractor's use of an
alternate item, arrangement of equipment and/or layout other than specified herein, shall be done by
the Contractor at hisher own expense. Redesign and detailed plans shall be submitted to the
Engmeer for approval. No additional compensation will be provided for changes in the work, either
hisher own or others, caused by such redesign.
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1.16
A.
B.
C.
SEISMIC RESTRAINTS
Seismic restraints shall be provided for all electrical systems including but not limited to conduits,
busways, cable trays, pull boxes, free standing or wall mounted panels and cabinets, motor control
centers, switchboards, switchgear, transformers, disconnect switches, individually mounted motor
starters, lighting fixtures, emergency battery units and other similar electrical equipment installed
under Division 16.
Use seismic criteria, Tables and standard restraint details found in the latest edition of the SMACNA
Seismic Retraining Manual for the seismic restraints. The restraints shall be selected from the Tables
that represent zone 4 locations. Where materials other than steel are specified, members of equal
strength to those in the standards shall be provided.
Materials of construction for seismic restraints shall be same as those specified for the equipment
supports and area classifications. However, all bolts shall be stainless steel regardless of the
locations.
PART 2 PRODUCTS
2.01 CONDUITS AND FITTING
A. RiDd Steel Conduit
1. Rigid steel conduit interior and exterior shall be hot-dipped galvanized and be as manufactured
by the Allied Tube and Conduit Corp.; Wheatland Tube Co.; Triangle PWC Inc. or equal.
B. PVC Coated hgid Steel Conduit
1. PVC coated rigid steel conduit shall have a minimum 0.040-in thick, polyvinyl chloride coating
permanently bonded to hot-dipped galvanized steel conduit and an internal chemically cured
urethane or enamel coating. The ends of all couplings, fittings, etc, shall have a minimum of
one pipe diameter in length of PVC overlap. PVC conduit and fittings shall be manufactured by
Occidental Coating Company; "Plasti-Bond Red" as manufactured by Robroy Industries;
Triangle PWC Inc. or equal.
C. Rigid Nonmetallic Conduit
1. PVC conduit shall be rigid polyvinyl chloride schedule 40 and 80 as manufactured by Carlon;
An Indian Head Co.; Kraloy Products Co., Inc.; Highland Plastics Inc. or equal.
D. Liquidtight Flexible Metal Conduit, Couplings and Fittings
1. Liquidtight flexible metal conduit shall be Sealtite, Type UA, manufactured by the Anaconda
Metal Hose Div.; Anaconda American Brass Co.; American Flexible Conduit Co., Inc.;
Universal Metal Hose Co. or equal.
Fittings used with liquidtight flexible metal conduit shall be of the screw-in type as
manufactured by the Thomas & Betts Co.; Crouse-Hinds Co. or equal.
2.
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E. Flexible Couplings
1. Flexible couplings shall be type ECGJH as manufactured by the Crouse-Hinds Co.; Appleton
Electric Co.; Killark Electric Manufacturing Co. or equal..
F. Boxes and Fittings
1. For use in NEMA 1 areas, terminal boxes, junction boxes, pull boxes etc, shall be galvanized
sheet steel with continuously welded seams. Box bodies shall be flanged and shall not have
holes or knockouts. Box bodies shall not be less than 14 gauge metal and covers shall not be
less than 12 gauge metal. Covers shall be gasketed and fastened with stainless steel screws.
Terminal boxes shall be furnished with hinged doors, terminal mounting straps and brackets.
Terminal blocks shall be NEMA type, not less than 20 Amp., 600 Volt. Boxes shall be as
manufactured by Hoffman Engineering Co.; Lee Products Co.; KeystoneRees, Inc. or equal.
2. NEMA 4X terminal boxes, junction boxes and pull boxes shall be fiberglass reinforced plastic
with stainless steel hardware and gasketed covers. Terminal boxes shall be furnished with
hinged doors, terminal mounting straps and brackets. Terminal blocks shall be NEMA type, not
less than 20 Amp., 600 Volt. Boxes shall be as manufactured by Hoffman Engineering Co.; Lee
Products Co.; KeystoneRees, Inc. or equal.
3. Explosion-proof boxes shall be designed for Class 1 , Group D, Division 1 hazardous locations.
They shall be cast iron with cadmium-zinc or hot-dipped galvanized finish, stainless steel or hot-
dipped galvanized bolts; Type EJB as manufactured by the Crouse-Hinds Company; Appleton
Electric Co.; The Pyle-National Co. or equal.
4. All boxes and fittings used with PVC coated conduit shall be furnished with a PVC coating
bonded to the metal, the same thickness as used on the coated steel conduit. The ends of
couplings and fittings shall have a minimum of one pipe diameter PVC overlap to cover threads
and provide a seal.
5. Cast or malleable iron device boxes shall be Type FD. All cast or malleable iron boxes and
fittings shall have cadmium-zinc finish with cast covers and stainless steel screws as
manufactured by the Crouse-Hinds Co. or equal.
6. Cast aluminum device boxes shall be Type FD. All cast aluminum boxes and fittings shall be
copper-free aluminum with cast aluminum covers and stainless steel screws as manufactured by
the Iollark Electric Co.; Crouse-Hinds Co.; L. E. Mason Co. or equal.
7. Steel elbows and couplings shall be hot-dipped galvanized. Elbows and couplings used with
PVC coated conduit shall be furnished with a PVC coating bonded to the steel, the same
thickness as used on the coated steel conduit.
8. Conduit hubs shall be as manufactured by Myers Electric Products, Inc. or equal.
9. Conduit wall and floor seals for sleeved openings shall be type CSMI as manufactured by the
O.Z./Gedney Co. or equal.
10. Explosion proof fittings shall be as manufactured by the Crouse-Hinds Co.; Appleton Electric
Co.; O.Z./Gedney Co. or equal.
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1 1. Conduit sealing bushings shall be O.Z./Gedney Type CSB or equal.
G. Conduit Mounting Equipment
1. In dry indoor areas, hangers, rods, backplates, beam clamps, channel, etc shall be galvanized
iron or steel. Clamps for PVC coated conduits shall be PVC coated
2. PVC coated steel channel or fiberglass channel with stainless steel hardware shall be used in
areas designated VET" and "CORROSIVE" on the Drawings and in outdoor locations.
Fiberglass channel shall be resistant to the chemicals present in the area in which it is used.
H. Wall and Floor Slab Opening Seals
1. Wall and floor slab openings shall be sealed with "FLAME-SAFE" as manufactured by the
Thomas & Betts Corp.; Pro Set Systems; Neer Mfg. Co.; Specified Technologies, Inc. or equal.
I. Cold Galvanizing Compound
1. Cold galvanizing compound shall be as manufactured by ZRC Products Company, a division of
Norfolk Corp. or equal.
2.02 WIRE, Cm-LE AND ACCESSORIES
A. Wires and cables shall be of annealed, 98 percent conductivity, soft drawn copper.
B. All conductors shall be stranded, except that lighting and receptacle wiring may be solid.
C. Except for control, signal and instrumentation circuits, wire smaller than No. 12 AWG shall not be
used.
D. Wire for lighting? receptacles and other circuits not exceeding 150 Volts to ground shall be NEC
Type THHNTHWN as manufactured by Okonite Co.; Southwire Co.; Pirelli Corp., or equal.
E. Wire for circuits over 150 Volts to ground shall be NEC type TH" for sizes up to No. 410
AWG and Type XHHW for sizes greater than No. 4/0 AWG as manufactured by Okonite Co.;
Southwire Co., or equal.
F. Wire for control, status and alarm circuits shall be No.14 AWG NEC type THHNITHWN, stranded
as manufactured by the Okonite Co.; Carol Cable Co. Inc. West; Pirelli Cable Corp. or equal.
G. Multi-conductor control and power cables shall have stranded conductors with type THHNITHWN
insulated, nylon conductor covering? and an overall PVC jacket covering the individual wires. Cable
shall be TC rated meeting UL 1277 and IEEE 383 Standards. Cable shall be flame resistant,
nonpropagating and suitable for installation in a Class I, Division 11 hazardous location and for direct
burial in earth. Power and control cables shall be furnished with a green ground conductor. Power
cables shall be hrnished with a white neutral conductor where required to serve phase to neutral
loads. Cable shall be as manufactured by the Okonite Co.; Southwire Co.; General Cable Co., or
equal.
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Electrical - General Provisions
16020-9
H.
I.
J.
K.
L.
M.
Wire for process instrumentation signals (i.e. 1-5 VDC, 4-20 mA), R.T.D., potentiometer and similar
signals shall be:
1. Single pair cable:
Conductors:
Insulation:
Shield:
Jacket :
Max overall diameter: 0.262-in
Misc:
Manufacturers :
2- No. 16 stranded and twisted on 2-in lay
PVC with 300 Volt, 105 degree C rating
100 percent mylar tape with drain wire
PVC with UL Subject 13, UL 158 1, and manufacturers identification
UL listed for underground wet location use
Belden No. 1030 or equal
2. Three conductor (triad) cable:
Conductors:
Insulation:
Shield:
Jacket:
Max overall diameter: 0.276-in
Misc:
Manufacturers:
3- No. 16 stranded and twisted on 2-in lay
PVC with 300 Volt, 105 degree C rating
100 percent mylar tape with drain wire
PVC with UL Subject 13, UL 158 1 and manufacturers identification
UL listed for underground wet location use
Belden No. 103 1 or equal
3. Multiple pair cables (where shown on the Drawings):
Conductor:
Insulation:
Shield:
Jacket:
Misc:
Manufacturers:
multiple 2- No.22 stranded and twisted on a 2-in lay
PVC with 300 Volt, 105 degree C rating
Individual pairs shielded with 100 percent mylar tape and drain wire
PVC with UL Subject 13, UL 1581 manufacturers identification
UL listed for underground wet location use
Belden No. 9330,9331,9332,9333,9334,9335,9336,9337 or equal
Splices for power wiring shall be compression type connectors insulated with a heat shrink boot or
outer covering and epoxy filling. Splice kits shall be as manufactured by Raychem; Ideal Industries;
3M Co. or equal.
Motor connections shall be ring type mechanical compression terminations installed on the branch
circuit wires and the motor leads and secured with bolt, nut and springwasher. Connections shall be
insulated with a Raychem Type RVC, roll-on stub insulator or equal.
Termination connectors for control wiring shall be of the locking fork-end (upturned leg ends) type as
manufactured by Ideal Industries; 3M Co.; Panduit Corp. or equal.
Splices for control wiring shall be insulated compression type connectors of the expanded vinyl
insulated parallel or pigtail type as manufactured by Ideal Industries; 3M Co.; Panduit Corp. or equal.
Termination connectors for shielded instrumentation wiring shall be of the locking fork-end
(upturned leg ends) type as manufactured by Ideal Industries; 3M Co.; Panduit Corp. or equal.
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N. Wire markers shall be "Ornni-Grip" as manufactured by the W.H. Brady Co.; Thomas & Betts Co.;
3M Co. or equal.
0. Wire and cables with diameters exceeding the capacity of the "Ornni-Grip" shall be marked with pre-
printed, self-adhesive vinyl tapes as manufactured by the W.H. Brady Co.; Panduit Corp. or equal.
2.03 WIRING DEVICES
A. Wall switches shall be heavy duty, specification grade, toggle action, flush mounting quiet type. All
switches shall conform to the latest revision of Federal Specification WS 896. Wall switches shall be
of the following types and manufacturer:
1. Single pole, 20 Amp, 120/277 Volt - Arrow-Hart, Catalog No. 1991, or equal by Harvey
Hubbell, Inc.; Pass & Seymour, Inc. or equal.
2. Three way, 20 Amp, 120/277 Volt - Arrow-Hart, Catalog No. 1993, or equal by Harvey
Hubbell, Inc.; Pass & Seymour, Inc. or equal.
3. Explosion-proof single pole factory sealed switches shall be for 20 Amp, 120/277 Volts,
mounted in copper free aluminum or malleable iron cast boxes and be similar and equal to
Crouse-Hinds EDS Series, or equal by Appleton Electric Co. or Killark.
B. Receptacles shall be heavy duty, specification grade of the following types and manufacturer or
equal. Receptacles shall conform to Federal Specification WC596-F.
1. Duplex, 20 Amp, 125 Volt, 2P, 3W; Arrow-Hart, Catalog No. 5362, or equal by Harvey
Hubbell, Inc.; Pass & Seymour, Inc.
2. Weatherproof/corrosion resistant single, 20 Amp, 125 Volt, 2P, 3W, with cover; Crouse-Hinds
Co., Catalog No. WLRS-5-20, or equal by Appleton Electric.
3. Ground fault interrupter, duplex, 20 Amp, 125 Volt, 2P, 3W, GFCI feed thru type with "test"
and "reset" buttons. Arrow-Hart, Catalog No. GF5342 or equal by Harvey Hubbell, Inc.; Pass &
Seymour, Inc. or equal.
4. Single, "power lock," 20 Amp, 125 Volt, 2P, 3W; Arrow-Hart, Catalog No. 23030 and plug
Arrow-Hart, Catalog No. 23035N or equal by Harvey Hubbell, Inc.; Pass & Seymour, Inc. or
equal.
5. Single, 20 Amp, 250 Volts, 2P, 3W; Arrow-Hart, Catalog No. 5861 or equal by Harvey Hubbell,
Inc.; Pass & Seymour, Inc. or equal.
6. Single twist-lock, 20 Amp, 250 Volts, 2P, 3W; Arrow-Hart, Catalog No. 6210; plug: Arrow-
Hart, Catalog No. 6212 or equal by Harvey Hubbell, Inc.; Pass & Seymour, Inc. or equal.
7. Single twist-lock, 30 Amp, 250 Volts, 2P, 3W; Arrow-Hart, Catalog No. 6340; plug: Arrow-
Hart, Catalog No. 6342 or equal by Harvey Hubbell, Inc.; Pass & Seymour, Inc. or equal.
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8. Explosion-proof single, 20 Amp, 125 Amp, 2P, 3W; Appleton Electric, Catalog No. CPCI-2350
and plug, Appleton Electric, Catalog No. CPP-2033 or equal by Crouse-Hinds; Harvey Hubbell
InC.
9. Explosion-proof duplex, 20 Amp, 125 Volt, 2P, 3W; Appleton Electric, Catalog No. CPC2-
2350 and plug, Appleton Electric, Catalog No. CPP-2023 or equal by Crouse-Hinds; Harvey
Hubbell, Inc.
C. Device Plates
1. Plates for indoor flush mounted devices shall be of the required number of gangs for the
application involved.
2. Plates for indoor surface mounted device boxes shall be cast metal of the same material as the
box, Crouse-Hinds, No. DS23G and DS32G, or equal.
3. Oversized plates shall be installed where standard plates do not fully cover the wall opening.
4. Device plates for switches mounted outdoors or indicated as weatherproof shall be gasketed, cast
aluminum with provisions for padlocking switches "On" and "Off," Crouse-Hinds, No. DS 185,
or equal.
5. Multiple surface mounted devices shall be ganged in a single, common box and provided with
an adapter, if necessary, to allow mounting of single gang device plates on multigang cast boxes.
6. Engraved device plates shall be provided where required.
7. Weatherproof, gasketed cover for GFI receptacle mounted in a FS/FD box shall be Arrow-Hart,
Catalog No. 4501-FS or equal by Harvey Hubbell, Inc.; Pass & Seymour, Inc. or equal.
2.04 MISCELLANEOUS EQUIPMENT
A. Disconnect Switches
1. Disconnect switches shall be heavy-duty, quick-make, quick-break, visible blades, 600 Volt, 3
Pole with full cover interlock, interlock defeat and flange mounted operating handle.
2. NEMA 4X enclosures shall be stainless steel or fiberglass reinforced polyester.
3. NEMA 7 enclosures shall be cast aluminum.
4. Switches shall be as manufactured by the Square D Co. or equal.
B. Fused Disconnect Switches
1. Fused disconnect switches shall be heavy-duty, quick-make, quick-break, visible blades, 600
Volt, 3 Pole with full cover interlock, interlock defeat and flange mounted operating handle.
2. Fuses shall be rejection type, 600 Volt, 200,000 A.I.C., dual element, time delay, Bussman
Fusetron, Class IUS-5 or equal.
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3. NEMA 4X enclosures shall be stainless steel or fiberglass reinforced polyester.
4. NEMA 7 enclosures shall be cast aluminum.
5. Switches shall be as manufactured by the Square D Co. or equal.
C. Manual Motor Starters
1. Manual starters shall be suitable for the voltage and number of phase shown on the Drawings
and shall be non-reversing, reversing or two speed type as shown on the Drawings. NEMA sizes
shall be as required for the horsepowers shown on the Drawings. Manual starters shall have
motor overload protection in each phase.
2. NEMA 4 enclosures shall be cast aluminum.
3, NEMA 4X enclosures shall be stainless steel or fiberglass reinforced polyester.
4. NEMA 7 enclosures shall be cast aluminum.
5. Manual motor starters shall be as manufactured by the Square D Co. or equal.
D. Automatic Transfer Switches (480 Volt Applications)
1. Automatic transfer switches shall be designed for an emergency and normal source of 480 Volt,
3 Phase, 3 Wire, 60 Hz. Current ratings shall be as shown on the Drawings. Switches shall be
listed under UL 1008.
2. The switches shall initiate transfer of the load to the emergency source when any phase of the
normal source drops below 90 percent of normal voltage.
3. The transfer switches shall be adequately constructed to carry full rated current on a continuous
24-hour basis in all approved enclosures and shall not show excessive heating or be subject to
de-rating. The transfer switches shall be capable of withstanding all available system fault
currents without parting of or damage to contacts during the fault clearing time of the system
over-current device.
4. The transfer switches shall be of inherently 3 Pole double throw construction and shall have
three position operation: closed to normal source, open, closed to emergency source. Time delay
between opening of the closed contacts and closing of the open contacts shall be a minimum of
400 milliseconds to allow for voltage decay before transfer is complete.
5. The following accessories shall be furnished:
a. Close differential adjustable phase sensing relay set to drop out at 80 percent of rated
voltage and pick up at 90 percent of rated voltage.
b. Adjustable 0.5 to 6.0 second tune delay to override normal source power outages (set at 2
seconds).
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c. Two auxiliary contacts to open on normal source failure (for remote use).
d. Two auxiliary contacts to close on normal source failure (for remote alarm and engine start).
e. Neutral (on) position adjustable time delay 0.1 to 10 seconds.
f. Adjustable time delay on retransfer to normal (1 to 300 seconds) with 0 to 25 minute
adjustable unloaded engme running time after retransfer.
6.
7.
Enclosure type shall be NEMA 1. Paint color shall be ANSI Z55.1 , No. 6 1 , light gray.
Automatic transfer switches shall have the following 10 cycle withstand ratings:
Switch Rating Withstand Rating
100 to 200 Amps
225 to 800 Amps
1000 to 1600 Amps
22,000 Amps at 480 Volts RMS SYM
30,000 Amps at 480 Volts RMS SYM
30,000 Amps at 480 Volts RMS SYM
8. A maintained contact test-auto switch and normal/emergency pilot lights shall be mounted on
the door.
Automatic transfer switches shall be General Electric Zenith, Russelectric, Type RMTD or
equal.
9.
Polyethylene Warning Tape
1.
2.
TELEPHONE SYSTEM
Make all necessary arrangements with SBC for any participation that may be necessary and furnish
all labor and material that may be required and pay all charges the telephone companies may have for
their service.
UNDERGROUND SYSTEM
Excavation and backfilling, including gravel and sand bedding, are included in Division 2.
Concrete and reinforcing steel are included in Division 3.
Raceways shall be polyvlnyl chloride conduit encased in concrete.
Handholes shall be precast concrete, heavy-duty type, designed for a Class H-20 wheel load and
conform to ASTM C478. Precast units shall be as manufactured by Chase Precast Corp.; American
Precast Co. or equal and constructed to dimensions as shown on the Drawings.
Handhole frames and covers shall be cast iron, heavy duty type for Class H-20 wheel loading.
Warning tape shall be red polyethylene film, 6-in minimum width.
Warning tape shall be W.H. Brady Co., Catalog No. 91296 or equal.
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GROUNDING
Ground rods shall be %-in by 10-ft copper clad steel and constructed in accordance with UL 467.
The minimum copper thickness shall be 0.25 mm. Ground rods shall be Copperweld or equal.
Grounding conduit hubs shall be malleable iron type similar to Thomas & Betts Co.; Cat No. 3940
(3/4-in conduit size) by Bumdy; 0.2. Gedney Co. or equal, and of the correct size for the conduit.
Waterpipe ground clamps shall be cast bronze saddle type, similar to Thomas & Betts Co. Cat. No. 2
( 1/2-in, %-in, or 1-in size) or equal by Bumdy; O.Z. Gedney Co. or equal, and of the correct size for
the pipe.
Buried grounding connections shall be by Cadweld process, or equal exothermic welding system.
PART 3 EXECUTION
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SLEEVES AND FORMS FOR OPENINGS
Provide and place all sleeves for conduits penetrating floors, walls, partitions, etc. Locate all
necessary slots for electrical work and form before concrete is poured.
Exact locations are required for stubbing-up and terminating concealed conduit. Obtain shop
drawings and templates from equipment vendors or other subcontractors and locate the concealed
conduit before the floor slab is poured.
Where setting drawings are not available in time to avoid delay in scheduled floor slab pours, the
Engineer may allow the installations of such conduit to be exposed. Requests for this deviation must
be submitted in writing. No additional compensation for such change will be allowed.
Seal all openings, sleeves, penetration and slots.
CUTTING AND PATCHING
Cutting and patching shall be done in a thoroughly workmanlike manner and be in compliance with
modifications and repair to concrete as specified in Division 03. Sawcut concrete and masonry prior
to breaking out sections.
Core drill holes in concrete floors and walls as required.
Install work at such time as to require the minimum amount of cutting and patching.
Do not cut joists, beams, girders, columns or any other structural members.
Cut opening only large enough to allow easy installation of the conduit.
Patching to be of the same kind and quality of material as was removed.
The completed patching work shall restore the surface to its origmal appearance or better.
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Patching of waterproofed surfaces shall render the area of the patching completely waterproofed.
Remove rubble and excess patching materials from the premises.
When existing conduits are cut at the floor line of wall line, they shall be filled with grout of suitable
patching material.
INSTALLATION
Any work not installed according to the and Specifications shall be subject to change as directed by
the Engineer. No extra compensation will be allowed for making these changes.
Electrical equipment shall be protected at all times against mechanical injury or damage by water.
Electrical equipment shall not be stored outdoors. Electrical equipment shall be stored in dry
permanent shelters. Do not install electrical equipment in its permanent location until structures are
weather-tight. If any apparatus has been subject to possible injury by water, it shall be thoroughly
dried out and tested as directed by the Engineer, or shall be replaced at no additional cost at the
Engineer's discretion.
Equipment that has been damaged shall be replaced or repaired by the equipment manufacturer, at
the Engineer's discretion.
Repaint any damage to factory applied paint finish using touch-up paint furnished by the equipment
manufacturer. The entire damaged panel or section shall be repainted per the field painting
specifications in Section 09902, at no additional cost to the Agency.
Coordinate the conduit installation with other trades and the actual supplied equipment.
Install each 3-phase circuit in separate conduit.
.Unless otherwise approved by the Engineer, conduit installed interior to the building shall be
installed exposed; conduit installed exterior to the building shall be concealed.
Verify the exact locations and mounting heights of lighting fixtures, switches and receptacles prior to
installation.
Exact locations of electrical equipment shall be determined by the Contractor and approved by the
Engineer during construction. Obtain information relevant to the placing of electrical work and in
case of any interference with other work, proceed as directed by the Engineer and furnish all labor
and materials necessary to complete the work in an approved manner.
MANUFACTURERS SERVICE
Provide manufacturer's services for testing and start-up and training of the following equipment:
1. Automatic Transfer Switches
2. 480 Volt Motor Control Centers
Testing and startup shall not be combined with training. Testing and start-up time shall not be used
for manufacturers warranty repairs.
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BOXES AND FITTINGS
Except where otherwise specified, all wiring shall be in rigid steel conduit.
PVC coated rigid steel conduit shall be used in outdoor exposed areas, vaults, chemical areas, and
areas designated "CORROSNE."
PVC conduit shall be used for concrete encased underground duct banks except as specified herein.
Exposed switch, receptacle and lighting outlet boxes and condulet fittings shall be cast or malleable
iron, Provide PVC coating when used with PVC coated rigid conduit.
Terminal boxes, junction boxes and pull boxes shall have NEMA ratings suitable for the location in
which they are installed.
Conduit wall seals shall be used where underground conduits penetrate walls.
Conduit sealing bushings shall be used to seal conduit ends exposed to the weather.
No conduit smaller than %-in electrical trade size shall be used, nor shall any have more than the
equivalent of three 90 degree bends in any one run. Pull boxes shall be provided as required or
directed.
No wire shall be pulled until the conduit system is complete in all details.
The ends of all conduits shall be tightly plugged to exclude dust and moisture during construction.
Conduit supports, other than for underground raceways, shall be spaced at intervals of 84 or less.
Conduit hangers shall be attached to structural steel by means of beam or channel clamps. Where
attached to concrete surfaces, concrete inserts of the spot type shall be provided.
All conduits shall be run at right angles to and parallel with the surrounding wall and shall conform
to the form of the ceiling. No diagonal runs will be allowed. Bends in parallel conduit runs shall be
concentric. All conduit shall be run perfectly straight and true.
Conduit terminating in pressed steel boxes shall have double locknuts and insulated bushings.
Conduit terminating in NEMA 3R, 4,4X and 12 enclosures shall be terminated with Myers type
conduit hubs.
Conduits containing equipment grounding conductors and terminating in sheet steel boxes shall have
insulated throat grounding bushings.
Conduits shall be installed using threaded fittings.
Liquidtight flexible metal conduit shall be used for all motor terminations, the primary and secondary
of transformers, generator terminations and other equipment where vibration is present. Use PVC
coated terminations in corrosive areas.
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Flexible couplings shall be used in hazardous locations for all motor terminations and other
equipment where vibration is present.
Where conduits pass through openings in walls or floor slabs, the remaining openings shall be sealed
against the passage of flame and smoke.
PVC conduit to non-metallic box connections shall be made with PVC socket to male thread terminal
adapters with neoprene O-ring and PVC round edge bushings.
Conduit ends exposed to the weather shall be sealed with conduit sealing bushings.
All conduit entering or leaving a motor control center, switchboard or other multiple compartment
enclosure shall be stubbed up into the bottom horizontal wireway or other manufacturer designated
area, directly below the vertical section in which the conductors are to be terminated.
Conduit sealing and drain fittings shall be installed in areas designated as NEMA 7.
Where no type or size is indicated for junction boxes, pull boxes or terminal cabinets, they shall be
sized in accordance with the requirements of N.E.C. Article 370.
Miscellaneous steel for the support of fixtures, boxes, transformers, starters, contactors, panels and
conduit shall be furnished and installed.
Steel channels, flat iron and channel iron shall be furnished and installed for the support of all
electrical equipment and devices, where required, including all anchors, inserts, bolts, nuts, washers,
etc for a rigid installation.
Rigrd galvanized steel conduits which have been field cut and threaded shall be painted with cold
galvanizing compounds.
WIRE, CABLE AND ACCESSORIES
Uniquely identify all wires, cables and each conductor of multi- conductor cables (except lighting
and receptacle wiring) at each end with wire and cable markers.
Use lubrications to facilitate wire pulling. Lubricants shall be UL approved for use with the
insulation specified.
All wire shall be color coded or coded using electrical tape in sizes where colored insulation is not
available. Where tape is used as the identification system, it shall be applied in all junction boxes,
and other accessible intermediate locations as well as at each termination.
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D. The following coding shall be used:
System - Wire Color
240/120 Volts Neutral
1-Phase, 3-Wire Line 1
Line 2
208Y/120, Volts Neutral
3-Phase, 4-Wire Phase A
Phase B
Phase C
White
Black
Red
White
Black
Red
Blue
240/120 Volts Neutral White
3-Phase, 4-Wire Phase A Black
delta, center tap Phase B (High) Orange
ground on phase Phase C Blue
coil A-C
480Yl277 Volts Neutral
3-Phase, 4-Wire Phase A
Phase B
Phase C
White
Brown
Orange
Yellow
E. Power conductors: Terminations shall be die type or set screw type pressure connectors as specified.
Splices (where allowed) shall be die type compression connector and waterproof with heat shrink
boot or epoxy filling.
F. Control Conductors: Termination on saddle-type terminals shall be wired directly with a maximum
of two conductors. Termination on screw type terminals shall be made with a maximum of two
spade connectors. Splices (where allowed) shall be made with insulated compression type
connectors.
G. Instrumentation Signal Conductors (including graphic panel, alarm, low and high level signals):
terminations same as for control conductors. Splices allowed at instrumentation terminal boxes only.
H. Except where permitted by the Engineer no splices will be allowed in manholes, handholes or other
below grade located boxes.
I. Splices shall not be made in push button control stations, control devices (i.e., pressure switches,
flow switches, etc), conduit bodies, etc.
J. Instrumentation cables shall be installed in rigid steel raceways as specified. All circuits shall be
installed as twisted pairs or triads. In no case shall a circuit be made up using conductors from
different pairs or triads. Triads shall be used wherever three wire circuits are required.
K. Terminal blocks shall be provided at all instrument cable junction, and all circuits shall be identified
at such junctions.
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Shielded instrumentation wire, shall be run without splices between instruments, terminal boxes, or
panels.
Shields shall be grounded as recommended by the instrument manufacturer and isolated at all other
locations. Terminal blocks shall be provided for inter-connecting shield drain wires at all junction
boxes. Where individual circuit shielding is required, each shield circuit shall be provided with its
own block.
Test all 600 Volt wire insulation with a megohm meter after installation. Make tests at not less than
500V. Submit a written test report of the results to the Engineer.
WIRING DEVICES
Switch and receptacles outlets shall be installed flush with the finished wall surfaces in areas with
stud frame and gypboard construction, in dry areas with cement block construction or when
raceways are concealed.
Do not install flush mounted devices in areas designated DAMP, WET or WET/CORROSIVE.
Provide surface mounted devices in these areas.
Provide weatherproof devices covers in areas designated WET or WETKORROSIVE.
UNDERGROUND SYSTEM
Install raceways to drain away from buildings.
Reinforce raceway banks when conduits pass over newly excavated pipes.
The minimum cover for raceway banks shall be 24-in unless otherwise permitted by the Engineer.
Swab all raceways clean before installing cable.
Plug spare raceways and seal them watertight at all manholes, buildings and structures.
Seal the ends of raceways and make watertight at all handholes, buildings and structures.
GROUNDING
Run grounding electrode conductors in rigid steel conduits. Bond the protecting conduits to the
grounding electrode conductors at both ends. Do not allow water pipe connections to be painted. If
the connections are painted, disassemble them and re-make them with new fittings.
Install equipment grounding conductors with all feeders and branch circuits.
Bond all steel building columns in new structures together with ground wire in rigid conduit and
connect to the distribution equipment ground bus.
Ground wire connections to structural steel columns shall be made with long barrel type one-hole
heavy duty copper compression lugs, bolted through %-in maximum diameter holes drilled in the
column web, with stainless steel hex head cap screws and nuts.
Electrical - General Provisions
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Metal conduits stubbed into a motor control center shall be terminated with insulated grounding
bushings and connect to the motor control center ground bus. Bond boxes mounted below motor
control centers to the motor control center ground bus. Size the grounding wire in accordance with
NEC Table 250-95, except that a minimum No. 12 AWG shall be used.
Liquid tight flexible metal conduit in sizes 1-1/2-in and larger shall have bonding jumpers. Bonding
jumpers shall be external, run parallel (not spiraled) and fastened with plastic tie wraps.
Ground transformer neutrals to the nearest available grounding electrode with a conductor sized in
accordance with NEC Article 250-94.
Seal exposed connections between different metals with No-Oxide Paint Grade A or equal.
Lay all underground grounding conductors slack and, where exposed to mechanical injury, protect
by pipes or other substantial guards. If guards are iron pipe, or other magnetic material, electrically
connect conductors to both ends of the guard. Make connections as specified herein.
Care shall be taken to ensure good ground continuity, in particular between the conduit system and
equipment fiames and enclosures. Where necessary, jumper wires shall be installed.
All grounding type receptacles shall be grounded to the outlet boxes with a No. 12 THW green
conductor connected to the ground terminal of the receptacle and fastened to the outlet box by means
of a grounding screw.
Test the grounding system. Resistance to ground testing shall be performed during dry season.
Submit test results in the form of a graph showing the number of points measured (12 minimum) and
the numerical resistance to ground.
Testing shall be performed before energizing the distribution system.
NotifL the Engmeer immediately if the resistance to ground for any building or system is greater than
five ohms.
END OF SECTION
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SECTION 16426
DISTRIBUTION SWITCHBOARDS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Main switchboard.
1.02 RELATED SECTIONS
A. Section 16020 - Electrical General Provisions
1.03 REFERENCES
A. ANSL/NFPA 70 - National Electrical Code.
B. ANSVIEEE (212.1 - Code for Electricity Metering.
C. NEMA AB 1 - Molded Case Circuit Breakers and Molded Case Switches.
D. NEMA PB 2 - Deadfront Distribution Switchboards.
E. NEMA PB 2.1 - Proper Handling, Installation, Operation and Maintenance of Deadfront
Switchboards Rated 600 Volts or Less.
1.04 SUBMITTALS
A. Submit under provisions of Division 01
B. Shop Drawings: Indicate front and side views of enclosures with overall dimensions shown;
conduit entrance locations and requirements; nameplate legends; size and number of bus bars per
phase, neutral, and ground; and switchboard instrument details.
C. Product Data: Provide electrical characteristics including voltage, frame size and trip ratings, fault
current withstand ratings, and time-cunent curves of all equipment and components.
D. Test Reports: Indicate results of factory production tests.
E. Coordination settings of circuit breakers.
1.05 OPERATION AND MAINTENANCE DATA
A. Submit under provisions of the General Requirements.
B. Maintenance Data: Include spare parts data listing; source and current prices of replacement parts
and supplies; and recommended maintenance procedures and intervals.
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QUALIFICATIONS
Manufacturer: Company specializing in manufacturing Products specified in this Section with
minimum three years documented experience.
REGULATORY REQUIREMENTS
Conform to requirements of ANSVNFPA 70.
Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose
specified and shown.
DELIVERY, STORAGE, AND HANDLING
Deliver, store, protect, and handle products to site under provisions the General Requirements.
Accept switchboards on site. Inspect for damage.
Store in a clean, dry space. Maintain factory wrapping or provide an additional heavy canvas or
heavy plastic cover to protect units fiom dirt, water, construction debris, and traffic.
Handle in accordance with NEMA PB 2.1 and manufacturer's Written instructions. Lift only with
lugs provided for the purpose. Handle carefully to avoid damage to switchboard internal
components, enclosure, and finish.
ENVIRONMENTAL REQUIREMENTS
Conform to NEMA PB 2 service conditions during and after installation of switchboards.
PRODUCTS
MANUFACTURERS
General Electric.
Cutler Hammer.
Square D.
Substitutions: approved equal.
SWITCHBOARD
Description: NEMA PB 2 with electrical ratings and configurations as indicated.
Main Section Devices: Group mounted.
Bus Material: Copper with tin plating and with capacity and short circuit rating indicated.
Distribution Switchboards
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Bus Connections: Bolted, accessible from front only for maintenance.
Ground Bus: Extend length of switchboard.
Main Circuit Breaker - Solid-state, 100% rated, molded case type: NEMA AB 1, provide with
electronic sensing, timing and tripping circuits for adjustable current settings; ground fault trip;
instantaneous trip; and adjustable short time trip. Provide shunt trip feature. Breaker handle shall
have provisions for pad locking in the open position.
Line and Load Terminations: Accessible from the front only of the switchboard, suitable for the
conductor materials and sizes indicated.
Provide metering transformer compartment for Utility Company's use. Provide compartment size,
bus spacing and drilling, door, and locking and sealing requirements in accordance with Section
Utility requirements.
Pull Section: Size as required by serving utility. Width, depth and height to match switchboard.
Arrange as shown on Drawings.
Enclosure: Nema 1 (indoor).
1. Align sections at front and rear.
2. Switchboard Height: 90 inches, excluding floor sills, lifting members and pull boxes.
3. Maximum overall length shall not exceed 72 inches.
4. Finish: Medium light gray (ANSI #49).
Provide warning sign that warns of automatic generator start when breaker is opened.
EXECUTION
EXAMINATION
Verify that surface is suitable for switchboard installation.
PREPARATION
Provide concrete housekeeping pad under the provisions of Section 03300.
INSTALLATION
Install switchboard in locations shown on Drawings, in accordance with manufacturer's written
instructions and NEMA PB 2.1.
Tighten accessible bus connections and mechanical fasteners after placing switchboard.
FIELD QUALITY CONTROL
Field inspection and testing will be performed under provisions of the General Requirements.
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B. Inspect completed installation for physical damage, proper alignment, anchorage, and grounding.
C. Measure insulation resistance of each bus section phase to phase and phase to ground for one
minute each, at test voltage of 1000 volts; minimum acceptable value for insulation resistance is 2
megohms.
D. Check tightness of accessible bolted bus joints using calibrated torque wrench.
3.05 ADJUSTING
A. Adjust all operating mechanisms for free mechanical movement.
B. Tighten bolted bus connections in accordance with manufacturer's instructions.
C. Provide coordination study and settings required for circuit breakers to coordinate with motor
control center breakers.
3.06 CLEANING
A. Touch up scratched or marred surfaces to match original finish.
END OF SECTION
Distribution Switchboards
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SECTION 16480
MOTOR CONTROL CENTER
PART 1
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GENERAL
SCOPE OF WORK
Furnish, install and test the motor control center as shown on the Drawings and as specified herein.
Motor control center shall be sized to include all equipment, spares and spaces shown on the
Drawings.
RELATED WORK
Concrete for equipment pad is included in Division 3.
Equipment mounting hardware and seismic calculations shall be as specified in Sections 16020.
SUBMITTALS
Submit, in accordance with Division 01 , shop drawings and product data, for the following:
1. Equipment outline drawings showing elevation and plan views, dimensions, weight, shipping
splits and metering layouts. Indicate all options, special features, ratings and deviations from
this Section.
2. Conduit entrance drawings.
3. Bus arrangement drawings.
4. Unit summary tables showing detailed equipment description and nameplate data for each
compartment.
5. Product data sheets and catalog numbers for overcurrent protective devices, motor starters,
control relays, control stations, meters, pilot lights, etc. List all options, trip adjustments and
accessories furnished specifically for this project.
6. Provide control system engineering to produce custom unit elementary drawings showing
interwiring and interlocking between units and to remotely mounted devices. Show all field
devices, switches, lights, wire and terminal numbers. Indicate special identifications for
electrical devices per the Drawings.
7. Instruction and renewal parts books.
8. Itemized list of spare parts tailored specifically for hs project, including quantities,
description, part numbers, cost and lead time.
9. Test and inspection reports.
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10. Complete bill of materials list.
1 1. The equipment drawings, summary tables, elementary drawings/diagrams, spare parts list and
bill of materials list shall be computer generated (i.e. no hand drawings, sketches, or lists will
be acceptable).
1.04 REFERENCE STANDARDS
A. Motor control centers shall be designed, built and tested in accordance with NEMA Standard ICs-:!
and Underwriters Laboratories (UL) Standard No. UL-845. Equipment shall conform to ANSI C19.3
test standards and the requirements of the National Electric Code (NEC).
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05
A.
B.
C.
1.06
A.
B.
1.07
A.
QUALITY ASSURANCE
The motor control center shall be the product of a manufacturer who shall also be the manufacturer
of all the circuit breakers, fused switches and motor starters included in the motor control center and
who has produced the same type of equipment for a period of at least 15 consecutive years.
Motor control center shall be designed, assembled and tested by the manufacturer of the motor
control equipment included in the control center assembly.
All units and sections shall be UL labeled. Motor control centers containing service entrance
equipment shall be UL labeled "Suitable For Use As Service Equipment."
OPERATING AND MAINTENANCE MANLJALS
Operating and maintenance manuals shall be furnished in accordance with the Section 16020.
The manuals shall be bound and shall also include:
1. A list of "as left" settings for all motor circuit protectors and circuit breakers.
2. A table listing cubicle number, load description, installed overload heater size and motor
horsepower, Amps, service factor and starting code letter.
MANUFACTURERS
The general arrangement of the motor control center is shown on the Drawings. Motor control
center shall be of the following product (no equals allowed).
1. Allen-Bradley Centerline
Motor Control Center
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1.08 SPAREPARTS
A. Provide the following spare parts in the quantities specified
1.
2.
3.
1 can of aerosol touch-up paint.
50 percent replacement fuses, all types and sizes.
5 replacement lamps for pilot lights.
B. Spare parts shall be boxed or packaged for long-term storage. Identify each item with manufacturers
name, description and part number on the exterior of the package.
PART 2 PRODUCTS
2.01 RATING
A. Service: 480 Volt, 3 Phase, 3 Wire, 60 Hz.
B. The overall short circuit withstand and interrupt rating of the equipment and devices shall be not less
than 30,000 Amps, RMS symmetrical at 480 Volts. The bussing shall be braced for 42,000 Amps.
Main and feeder circuit protective devices shall be fully rated for the indicated short circuit current.
Systems employing series connected ratings for main and feeder devices shall not be used. Motor
starter units shall be tested and UL labeled for the indicated short circuit current in combination with
the motor branch circuit protective device.
C. The continuous current rating of the main horizontal bus shall be as shown on the Drawings.
Vertical busses shall be sized for the structure load and shall have a minimum rating of 300 Amps.
Bus bracing shall equal or exceed the specified equipment short circuit rating.
D. Motor control center, including devices, shall be designed for continuous operation at rated current
in a 40 degree C ambient temperature.
2.02 CONSTRUCTION
A. Enclosure
1. Enclosure type shall be NEMA Type 1A unless otherwise noted on the Drawings.
B. Structure
1. Motor control center shall consist of a series of metal enclosed, free-standing, dead front
vertical sections bolted together to form double wall construction between sections. Individual
vertical sections shall be nominally 90-in high, 20-in wide and 20-in deep unless otherwise
shown on the Drawings. Bottom channel sills shall be mounted front and rear of the vertical
sections extending the full width of each shipping split. Top of each section shall have
removable plates with lifting angle. Make provisions for field installation of additional sections
to each end and provide 111 depth cover plates (rodent barriers) at each end of the motor
control center channel sills.
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2. Provide continuous top and bottom horizontal wireways extending the full width of the line-up,
isolated fiom the horizontal bus. Provide a 4-in wide, full height, vertical wireway in each
section, equipped with a hinged door and cable supports. Vertical wireway shall be isolated
from the bus and device compartments. Wireway openings shall have rolled edges or
protective grommets.
3. Provide individual, flange formed, pan type door with concealed hinges and quarter turn latches
for each device compartment and future space. Doors shall be removable. Door removal shall
not be required to withdraw starter units or feeder tap devices.
4. Motor control center shall be designed for against-the-wall mounting. All wiring, bus joints
and other mechanical parts requiring tightening or other maintenance shall be accessible from
the front or top.
C. Unit Compartments
1. Provide individual compartments for each removable combination starter and feeder tap device
unit. Each vertical section shall accommodate a maximum of six compartments. Steel barriers
shall isolate the top, bottom and sides of each compartment from adjacent units and wireways.
Removable units shall connect to the vertical bus in each section with tin plated, self-aligning,
pressure type copper plug connectors. Size 5 and larger starter units may be wired directly to
the bus. Removable units shall be aligned in the structure on guide rails or shelves and secured
with a cam latch mechanism or racking screw.
2. Provide individual, isolated compartments for fixed mounted devices such as circuit breakers,
cable lugs, metering, relaying and control devices. Main and bus tie circuit breakers shall be
wired directly to the main horizontal bus. All bus connections shall be hlly rated.
3. Provide the following features:
a.
b.
C.
d.
e.
f.
€5
Provision to padlock removable units in a partially withdrawn TEST position, with the bus
stabs disengaged.
Provision to padlock unit disconnect handles in the OFF position with up to three padlocks.
Mechanical interlock with bypass to prevent opening unit door with disconnect in the ON
position, or moving disconnect to the ON position while the unit door is open.
Mechanical split-type terminal blocks for disconnecting external control wiring.
Auxiliary contact on unit disconnect to isolate control power when fed fkom an external
source.
Disconnect operating handles and control devices mounted on the removable units.
Compartments containing motor starters shall have wiring diagrams and heater tables
fastened to the compartment door. Compartments containing panelboards shall have circuit
directories fastened to the compartment door. Diagrams, tables and directories shall consist
of two ply laminated plastic, with black face and white core.
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D. BusSystems
1. Main horizontal bus: Tin plated copper, bolted joints, accessible from the front of the structure,
fully rated throughout the lineup.
2. Vertical section bus: Tin plated copper, full height, totally insulated and isolated by glass
polyester barriers with shutters to cover stab openings when units are withdrawn. Provide
fishtape barriers to isolate bottom wireways from lower ends of vertical bus.
3. Vertical buses used for a tie circuit breaker or tie feeder lugs shall be rated for a continuous
capacity equivalent to the main horizontal bus rating.
4. Horizontal ground bus: Provide a tin plated copper ground bus in each section equipped with
lugs for termination of feeder and branch circuit ground conductors. Connect to ground bus in
adjacent sections with splice plates.
5. Buses shall be sized for a maximum current density of 1200 Amps per square inch.
E. Wiring
1. Wiring: Stranded copper, minimum size No. 14 AWG, with 600 Volt, 90 degree C, flame
retardant, Type MTW thermoplastic insulation, NEMA Class II-S, Type B. Line side power
wiring shall be sized for the full rating or frame size of the connected device.
2, Identification: All wires shall be numbered with type written heat shrinkable wire markers at
each termination point, color coding per NEMA standards and the NEC. Foreign voltage
control wiring shall be yellow.
3. Provide a sign on the main compartment door marked “CAUTION - OPEN SWITCHBOARD
MAIN BREAKER AND GENERATOR MAIN BREAKER TO COMPLETELY
DEENERGIZE ”.
4. Provide 1-in by 3-in nominal engraved unit nameplates of two ply laminated plastic, black face,
white core, 3/8-in high by N6-k stroke white letters, screw fastened to each door with
stainless steel screws. Equipment names shall be as shown on the single line diagrams.
2.03 COMPONENTS
A. General
1. The Drawings indicate the approximate horsepower and intended control scheme of the motor
driven equipment. Provide the NEMA size starter, circuit breaker trip ratings, control power
transformers and thermal overload heater element ratings matched to the motors and control
equipment actually supplied, in compliance with the NEC and the manufacturers heater
selection tables. All variations necessary to accommodate the motors and controls as actually
furnished shall be made without extra cost to the Agency.
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B. Circuit Breakers
1. Circuit breaker: Thermal-magnetic trip type, 600 Volts, 2 or 3 Pole as required, labeled in
accordance with UL 489. Provide integral current limiting fuses as required to meet the
specified equipment short circuit rating. Provide independently adjustable magnetic trips on
225 Amp frame breaker and larger.]
C. Branch Circuit Feeder Breakers (Non-motor loads)
1. Molded case circuit breakers: Thermal-magnetic trip type, 600 Volt, 2 or 3 Pole as required,
labeled in accordance with UL 489. Circuit breakers shall be fully rated to meet the specified
equipment short circuit rating. Provide independently adjustable magnetic trips on 225A frame
breakers and larger.
D. Fusible Switches
1. Fused switches: Heavy duty, quick make, quick break, 3 Pole, 600 Volt with visible break
contacts, equipped with Class R fuse clips and current limiting fbses.
E. Combination Starter Units
1. Combination starters shall include a motor circuit protector (MCP) in series with a motor
controller and an overload protective device. The MCP shall have an adjustable magnetic trip
range up to 1000 percent of rated continuous current and a trip test feature. MCP’s shall be
labeled in accordance with UL489.
2. Motor starters: 3 Pole, 600 Volt, electrically operated, of the types shown on the Drawings.
Provide NEMA sizes as required for the horsepowers shown on the Drawings. Minimum size
shall be NEMA Size 1. Fractional size starters are not acceptable. IEC rated starters shall have
continuous current ratings equal to or greater than the continuous current ratings listed in Table
2-321-1 of NEMA Standard Publication ICs 2. Starters shall have 120 Volt encapsulated
operating coils; individual control power transformers with primary and secondary fuses and
silver cadmium oxide renewable line contacts.
3. Motor overload protection: Standard, adjustable, 3 Pole, thermal bi-metallic or melting alloy
type, with push-to-test feature. Overload relays for submersible pump motors shall be ambient
compensated, quick trip, Class 10. Overload relays shall be manually reset from outside the
enclosure by means of an insulated pushbutton. Provide auxiliary alarm contacts where shown
on the Drawings.
4. Auxiliary contacts: Form Cy NEMA A600 rating, as required by the control schemes on the
Drawings. Provide 1 -normally open and 1 -normally closed spare contacts on each starter.
Additional auxiliary contacts shall be furnished as shown on the Drawings OT as required by the
control schematic and this Section.
5. Control power transformers: Two winding type, 120 VAC secondary, fused in accordance with
the NEC. Provide extra capacity as required or where shown on the Drawings.
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F. Reduced Voltage Solid State Starters
1. Solid state starters shall be Allen Bradley Heavy Duty SMC Dialog Plus with line isolation
contactor and bypass starter. IEC contactor ratings are acceptable for isolation only. Provide
Bulletin 825 converter module and fanning strip for motor protection during bypass. Provide
‘Normal-Bypass’ selector switch.
2. Provide an auxiliary run contact, HOA switch contact, and fault contact for remote telemetry.
The fault contact shall close upon a protection event and loss of control power.
3. Provide devices and features indicated in the control diagrams.
4. Starter shall be capable of programmable 50% to 600% current limit start. Provide pump
control feature allowing programmable stopping time from 0 to 120 seconds.
5. The starter shall provide the following fault diagnostics:
line fault, overload, voltage unbalance, phase reversal, undervoltage, overvoltage, jam,
overtemperature, stall, open gate, and excessive starts per hour. Faults shall be automatic
resetting, except overload shall be manual reset. The number of restarts shall be programmable
0-5 times with programmable rest time delay.
6. Provide a door-mounted HIM 1201-HAP LCD display module. The module shall be
programmable only type without control panel. Program default display to monitor line
current.
G. Instrumentation and Metering
1. Instrumentation transformers: Indoor, 600 Volt, butyl-rubber molded, metering class designed
in accordance with ANSI and NEMA standards. Window type current transformers, with
burden capacity as low as 50 VA, may be used where such capacity is sufficient. Current
transformer accuracy ratings shall be at least equal to NEMA standard requirements for the
particular application.
2. Elapsed time hour meters: Five digit, non-reset type, with 120 Volt synchronous motor.
3. Provide micro-processor based metering units where indicated on the Drawings. Meters shall
display all digital values of power such as voltage, current, phases, power factor, kW demands,
etc. Meters shall be manufactured by one of the following:
a. Allen-Bradley - Bulletin 1403LM
H. Relays and Timers
1. Control relays and timers: 300 Volt, industrial rated, plug-in socket type, housed in a
transparent polycarbonate dust cover, designed in accordance with UL Standard 508 for motor
controller duty. Continuous contact rating shall be 10 Amps resistive, 1/4 Hp, at 120 VAC,
operating temperature minus 10 to plus 55 degrees C.
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J. Pilot Devices
1. Control operators: Heavy duty, full size, oiltight, with NEMA A600 contact rating. Types and
quantities as shown on the Drawings.
2. Indicator lights: Full size, oiltight, low voltage, with push-to-test feature. Colors and quantities
as shown on the Drawings.
K. Pump Monitor
1. Furnish and install one Flygt CAS (Control and Status) module (part #835840) to monitor the
temperature and leakage detectors installed in each pump. The CAS unit shall be capable of
monitoring various types of detectors including the float switch type for sensing water in the
stator housing or the terminal board, the CLS (capacitive type water in oil sensor, an oil
pressure sensor, the thermal switches embedded in the stator end coils, and a Pt-100
temperature sensor (100 OHM RTD resistance temperature device). The CAS module shall be
capable of monitoring up to four sensor channels independently, each on a separate two wire
circuit.
L. Miscellaneous Units
1. Bus connected surge protection: Provide “Control Guard” industrial grade suppression filter
system as manufactured by Current Technologies, Inc.; Cutler-Hammer, or equal. The unit
shall be designed to occupy a NEMA size 1 MCC compartment, and shall have the following
ratings and features:
a.
b.
d.
e.
f.
g- h.
i.
C.
200 KA single pulse surge capacity per phase.
UL 1449 high performance suppression system
UL 1283 high frequency extended range power filter
UL 845 listed
Minimum No. 6 AWG copper conductor in the surge suppression path
Maximum Continuous Operating Voltage (MCOV) 1 15 percent of nominal
Status and disturbance indicators
Integral fised disconnect switch
Dry output contact for remote trouble alarm
2. General purpose transformers: Open, dry-type, with primary and secondary overcument
protection in accordance with the NEC, size and voltage ratings as shown on the Drawings.
3. Lighting and Distribution Panelboards: Main breaker as indicated, factory wired to
transformer, bolt-on branch circuit breakers, size and voltage rating as shown on the Drawings.
2.04 SURFACE PREPARATION AND SHOP COATINGS
A. All non-current carrying metal parts of the control center assembly shall be cleaned of all weld
spatter and other foreign material and given a heat cured, phosphatized chemical pre-treatment to
inhibit rust.
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B. Indoor equipment shall be finish painted with one coat of manufacturers standard electrocoated, heat
cured enamel. Color shall be ANSI 49 or 61 light gray.
Unpainted non-current carrying parts shall receive a protective zinc plating to prevent corrosion. C.
2.05 SHOP TESTING
A. Perform manufacturers standard production testing and inspection in accordance with NEMA and
ANSI standards. Submit certified copies of the test results and reports.
PART 3 EXECUTION
3.01
A.
B.
C.
E.
F.
G.
H.
I.
J.
3.02
A.
INSTALLATION
Motor control center floor sills shall be bolted directly to the finished floor or equipment pad.
Structure shall be leveled and plumb. Anchor bolt quantity, size, and location shall be according to
manufacturer’s recommendations for seismic zone 4. Provide hardware and shims for installation.
Field installed interior wiring shall be neatly grouped by circuit and bound by plastic tie wraps.
Circuit groups shall be supported so that circuit terminations are not stressed.
In general, all conduit entering or leaving a motor control center shall be stubbed up into the bottom
horizontal wireway directly below the vertical section in which the conductors are to be terminated,
or shall enter the motor control center from the top. Conduits shall not enter the motor control
center from the side unless approved in writing by the Engineer.
Housekeeping pads shall be included for the motor control centers.
Install the equipment in accordance with the manufacturer’s instructions.
Remove temporary lifhg angles, lugs and shipping braces. Touch-up damaged paint finishes.
Make wiring interconnections between shipping splits.
Install bus splice plates and torque connections.
No operator devices shall be located over 6-fi-6-in above the finished floor. Circuit breaker
operation handles more than 6-Et-6-in above the finished floor shall have operating arm extensions.
FIELD TESTING
Make the following minimum tests and checks before the testing agency’s representative is called in
for testing and adjustment.
1. Megger incoming line terminals and buses, phase-to-phase and phase-to-ground after
disconnecting devices sensitive to megger voltage.
2. Remove current transformer shunts after completing secondary circuit. Check polarity and
continuity of metering and relaying circuits.
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16480-9
3.
4.
5.
6.
7.
8.
Check mechanical interlocks for proper operation.
Test ground connections for continuity and resistance.
Adjust unit compartment doors.
Check control circuit interlocking and continuity with starters in the TEST position. Provide
external source of control power for this test.
Adjust motor circuit protectors and voltage trip devices to their correct settings.
Install overload heaters or adjust relays for actual motor nameplate currents. If capacitors are
installed between starter and motor, use overload relay heaters based on measured motor
current.
3.03 ADJUSTMENT
A. The motor control center manufacturer shall provide the services of a factory trained service
technician for start-up and training of the Agency's personnel. The first trip shall be coordinated
with the equipment start-up. The second trip shall include any necessary follow-up or punch list
work and shall also include instructions to the Agency or to hisher designated personnel. The
manufacturer's service technician shall demonstrate and test all operational features of the installed
equipment to the satisfaction of the Agency. Submit a certified copy of the field inspection to the
Engineer. No equipment shall be energized without the approval of the Agency.
B. The testing firm shall make the following.inspection, tests and adjustments:
1. Calibrate and test main and feeder circuit breaker trip devices and protective relays per the
Coordination Study specified in Section 16950.
2. Inspect the installation for compliance with the manufacturers recommended installation
practices and report all deviations to the Agency.
C. Solid State Starter Adjustments
Program parameter settings and calibration per manufactures recommendations for motor data
entry. Set parameters as follows:
1. Overload - manual reset, protection class shall be coordinated with the motor.
2. Starting mode - current limit set at 300%.
3. Stop time - per field direction
4. Undervoltage level - SO%, 2 seconds
5. Overvoltage level - 1 1S%, 2 seconds
6. Jam - 400%, 2 seconds
7. Unbalance - lo%, 2 seconds
8. Rebalance - off
9. Underload - 60%, 60 seconds
10. Phase reversal - on
12. Restart attempts - 2,5 seconds
13. ETM reset - off
11. Startsperhour-5
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14. Parameter management - store in EE
15. Metering - dispIay current as default
3.04 CLEANING
A. Remove all rubbish and debris from inside and around the control center. Remove dirt, dust, or
concrete spatter fiom the interior and exterior of the equipment using brushes, vacuum cleaner, OT
clean, lint-free rags. Do not use compressed air.
END OF SECTION
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SECTION 16500
LIGHTING SYSTEM
PART 1
1.01
A.
1.02
A.
1.03
A.
PART 2
2.01
A.
B.
GENERAL
SCOPE OF WORK
Furnish all labor, materials, equipment and incidentals required and install a complete lighting
system ready for operation as shown on the Drawings and as specified herein.
SUBMITTALS
Submit, in accordance with Division 01. Submittals shall include those set forth in Section 16020.
REFERENCE STANDARDS
All lighting fixtures shall be in accordance with the National Electrical Code (NEC) and shall be
constructed in accordance with the latest edition of the Underwriters Laboratories (UL) "Standards
for Safety, Electric Lighting Fixtures." All lighting fntures shall be UL labeled.
PRODUCTS
MATERIALS
Lighting Fixtures
1. Lighting fixture types shall be furnished as required by the "Lighting Fixture Schedule" on the
Drawings. The catalog numbers are given as a guide to the design and quality of fixture
desired. Equivalent designs and equal quality fmtures of other manufacturers will be
acceptable upon approval by the Engineer.
Lamps
1. Fluorescent lamps shall be medium bi-pin, recessed, double contact, rapid start, tri-phosphor,
4100 Kelvin and compact types all as shown on the "Fixture Schedule".
2. Mercury vapor lamps shall be deluxe white of the size and type as shown on the "Lighting
Fixture Schedule."
3. High pressure sodium lamps shall be clear and of the size and type as shown on the "Lighting
Fixture Schedule."
4. Metal halide lamps shall be clear and of the size and type as shown on the "Lighting Fixture
Schedule."
5. Incandescent lamps shall be inside frosted, halogen, 2500 hour minimum life with medium
base.
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6. All lamps shall be of one manufacturer and shall be as manufactured by OsradSylvania
Electric Products, Inc.; General Electric Co.; North American Philips Lighting Corp. or equal.
C. Ballasts
1. Fluorescent ballasts shall be electronic, high-frequency, full-output rapid-start type for use on
T8 lamps.
a. All ballasts shall be UL listed, ETL certified, Class "P", high power factor (minimum 0.90).
b. Ballasts shall have a "A" sound rating or better.
c. All ballasts used in exterior applications shall have a minimum starting temperature of 0
degrees F unless otherwise specified.
d. All interior ballasts shall have a minimum starting temperature of 50 degrees F.
e. Ballasts shall be series wired type and designed to operate the number and length of lamps
specified.
f. The total harmonic distortion (THD) of each ballast shall be in accordance with the
requirements of the utility company and in no case shall it be less than 10 percent THD.
g. Ballasts shall have a minimum ballast factor of 0.88.
h. Ballasts shall have nominal power factor 0.90 or higher.
i. Ballasts shall have a maximum lamp current crest factor of 1.7.
j. Ballast shall provide normal rated life for the lamp specified.
k. All electronic ballasts shall be warranted for parts and replacement for 1 full year from the
date of installation.
1. Electronic ballasts shall be as manufactured by Advance, Model Mark V, similar by
Valmont; OsradSylvania; MagneTek or equal.
2. Mercury vapor ballasts shall be of the constant wattage auto-transfonner type of the correct size
and voltage for the fixture it is to serve as shown on the "Lighting Fixture Schedule". All
ballasts shall be as manufactured by Holophane Lighting, similar by MagneTek Universal;
Advance Transformer Company or equal.
3. High pressure sodium ballasts shall be of the constant wattage type of the correct size and
voltage for the fixture it is to serve as shown on the "Lighting Fixture Schedule". All ballasts
shall be as manufactured by Advance Transformer Co., similar by Holophane Lighting;
MagneTek Universal Manufacturing or equal.
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4. Metal halide ballast shall be of the constant voltage auto-transformer type of the correct size
and voltage for the fmture it is to serve as shown on the "Lighting Fixture Schedule". All
ballasts shall be as manufactured by Holophone Lighting; MagneTek Universal Manufacturing;
Advance Transformer Co. or equal.
D. Flexible Fixture Hangers
1. Flexible fixture hangers used in non-hazardous areas shall be type ARB and flexible fvrture
supports used in hazardous areas shall be Type ECHF as manufactured by the Crouse-Hinds
Co., similar by Appleton Electric Co.; Killark Electrical Mfg. Co. or equal.
E. Emergency Lighting Battery Units
1, Emergency lighting units lighting heads shall be as specified in the "Lighting Fixture Schedule"
shown on the Drawings.
2. Battery units shall be of the self-contained, fully automatic type with sealed lead acid batteries.
3. Unit enclosures shall be compatible to their environment and units shall comply with the
requirements of NFPA 70 (NEC).
4. All necessary mounting hardware shall be provided.
PART 3 EXECUTION
3.01 INSTALLATION
A. Each fixture shall be a completely finished unit with all components, mounting and/or hanging
devices necessary, for the proper installation of the particular furture in its designated location and
shall be completely wired ready for connection to the branch circuit wires at the outlet.
B. All flush mounted fixtures shall be supported from the structure and shall not be dependent on the
hung ceilings for their support.
C. Fixtures noted to be installed flush in suspended ceilings shall be of mounting types suited for the
type ceiling involved. It shall be the responsibility of the electrical Contractor to verify the ceiling
types prior to ordering fixtures.
D. Flexible fixture hangers shall be used for all pendant-mounted fixtures. Fixtures 2-ft long and
larger shall be supported with a minimum of two fmture hangers.
E. Conduit run in areas with hung ceilings shall be installed in the space above the hung ceiling as
close to the structure as possible. Conduits shall be supported from the structure.
F. Fixture locations are shown on the Drawings in approximate locations; however exact locations
shall be coordinated so as to avoid conflicts with WAC ducts, equipment and other obstacles.
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Lighting System
16500-3
3.02 REPLACEMENT
A. Lamps (except for H.I.D.) used during the building construction, prior to 2 weeks ftom completion
of the work, shall be removed and replaced with new lamps.
3.03 CLEANING UP
A. All fixtures shall be left in a clean condition, free of dirt and defects, before acceptance by the
Engineer.
END OF SECTION
Lighting System
16500-4
Cannon Road Lift Station
Project No. 3583
P:!City of CarIsbad-16B2N0674L1fl StationV Pro] Docs\7.2 Final Docs\100 % Specs\16500.doc
SECTION 16620
STANDBY ENGINE GENERATOR SYSTEM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. It is the intent of these specifications to secure for the purchaser a standby generator set of the latest
commercial design, together with all accessories necessary for a complete installation as shown on
the plans and drawings and specified herein. The equipment supplied and the installation shall meet
the applicable requirements of the listed codes and regulations.
B. Equipment and materials shall be new and delivered to the job site factory tested and ready for
installation. The work includes the following:
1. Furnish and install engine-generator set with mounted accessories as described herein and shown
on the drawings.
2. Furnish tests, documents and services as specified.
3. Furnish fuel, oil and antifreeze for testing and final fill.
C. The engine generator shall be equipped with the necessary devices to meet current San Diego Air
Pollution Control District (SDAPCD) regulations for the operation of a standby diesel generator.
Contractor shall obtain a general permit registration number to submit application, pay for, and
obtain an SDAPCD permit to construct and operate the standby generator.
1.02 STANDARDS
A. California Administration Code (CAC)
CAC Title 24
CAC Title 19
State of California Administration Code, Title 24, Building Standards
State of California Administration Code, Title 19, Public Safety
B. Code of Federal Regulations (CFR)
CFR 1910 Occupational Safety and Health Standards
C. Electrical Generating Systems Association (EGSA)
EGSA lOOB Performance Standard for Engne Cranking Batteries Used with Engine
Generator Sets
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Standby Engine Generator System 16620- 1
EGSA lOOC
EGSA lOOD
EGSA lOOE
EGSA lOOF
EGSA lOOG
EGSA lOOM
EGSA lOOT
Performance Standard for Battery Chargers for Engine Starting Batteries and
Control Batteries
Performance Standard for Generator Overcurrent Protection 600 Volts and
Below
Performance Standard for Governors on Engine Generator Sets
Performance Standard for Engine Protection Systems
Performance Standard for Generator Set Instrumentation, Control and Auxiliary
Equipment
Performance Standard for Multiple Engine Generator Set Control Systems
Diesel Fuel Systems for Engine Generator Sets with Above Ground Steel Tanks
D.
E. ICBOUBC Uniform Building Code
F.
International Conference of Building Officials (ICBO)
Institute of Electrical and Electronics Engineers, Inc. (IEEE)
IEEE 115 Synchronous Machines
IEEE 126
IEEE 421.1
IEEE C37.2
National Electrical Manufacturers Association (NEMA)
NEMA 250
NEMA AB 1
NEMA MG 1
NEMA PB 2
NEMMICS 1
NEMMCS 2
Speed Governing of Internal Combustion Engine-Generator Units
Definitions for Excitation Systems for Synchronous Machines
Electrical Power System Device
G.
Enclosures for Electrical Equipment (1 000 volts Maximum)
Molded Case Circuit Breakers and Molded Case Switches
Motors and Generators
Deadfront Distribution Switchboards
Industrial Control and Systems
Controllers, Contactors and Overload Relays, Rated not more than 2000 Volts
AC or 750 Volts DC
Industrial Control and Systems Enclosures NEMA/ICS 6
Standby Engine Generator System Cannon Road Lift Station
Project No. 3583
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16620-2
H.
I.
J.
1.03
A.
1.04
A.
1.05
A.
National Fire Protection Association (NFPA)
NFPA 20
NFPA 30
NFPA 37
NFPA 70
NFPA 70B
NFPA 99
NFPA 101
NFPA 110
Centrifugal Fire Pumps
Flammable and Combustible Liquids Code
Installation and Use of Stationary Combustion Engines and Gas Turbines
National Electrical Code
Electrical Equipment Maintenance
Health Care Facilities
Life Safety Code
Emergency and Standby Power Systems
Underwriters Laboratories Inc. (VL)
UL 142
UL 429 Electrically Operated Valves
UL 489
UL 1236
UL 2200 Engine Generator Assemblies
Steel Above Ground Tanks
Molded-Case Circuit Breakers and Circuit-Breaker Enclosures
Battery Chargers for Charging Engine-Starter Batteries
Regional Codes and Regulations
San Diego Air Pollution Control District (SDAPCD) Rules and Regulations
Local Fire Department Rules and Regulations
QUALITY CONTROL
AI1 equipment shall be new, of current domestic production of a national firm which manufacturers
the engine-generator set as a matched unit, and whose quality control program complies with IS0
Standards and that is certified to ISO-9001. The manufacturer together with its authorized local
representative shall have full responsibility for the performance of the generator set and its
accessories.
SERVICE
Supplier shall maintain a parts and service facility within 50 miles of the installation site, employ
factory trained technicians, and offer 24-hour emergency service. Supplier shall be the authorized
dealer of a manufacturer offering standard production equipment built and prototype tested in
accordance with NFPA 110, and shall be authorized to administer the warranty for all components of
the emergency generator system specified herein.
SUBMITTALS
Submittals shall be provided in sufficient detail to demonstrate compliance with these specifications.
As a minimum, the submittal shall be bound, provided with an index to cross-reference the submittal
item and page location, marked to indicate the specific item to be provided, and include the
following data.
1. Bill of Material, covering all equipment submitted.
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2.
3.
4.
5.
6.
7.
8.
9.
Qualifications of the engine-generator manufacturer and of the authorized distributor. ISO-9001
certification. 24-Hour emergency service capability.
Manufacturer's published rating sheet. NFPA-110 prototype test verification. Altitude and
temperature derating procedures. Frequency and voltage regulation. Cooling system capability.
Full rated load pickup capability.
Installation requirements: radiator airflow and backpressure capacity, combustion air requirement,
fuel consumption, fuel circulation, heat rejection, exhaust flow, exhaust back-pressure calculations,
battery requirements. Floor layout dimensional data with provision for cable entry and termination.
Engine performance data. Configuration, cubic inch displacement, rated RPM, type of aspiration,
voltage of electrical system, oil and coolant capacities, exhaust volume and temperature.
Exhaust emission data provided on the current application form for the air quality agency having
jurisdiction. Exhaust and crankcase emission control equipment devices.
Battery set and battery charger.
Generator performance data. Motor and load starting capability verification. Temperature rise and
insulation classification. Short circuit sustaining capability. Over-voltage safety shutdown.
Decrement curve for voltage specified.
Output circuit breaker size, manufacturer, model, and trip curve for 10 second short-circuit
capability.
10. Control panel features and performance. Meters and gauges. Safety alarm and shutdown devices.
Cranking control. Indicator lamps and horn. Control switches. Rodent protection.
1 1. Exhaust silencer attenuation rating.
12. Jacket water heater system.
13. Fuel system. Alarm and indicator devices. Dimensional data. Shutoff valves, fuel strainer, and
flexible hose. Fuel purifier.
14. Fuel storage system. Compliance with UL-142. Alarm and indicator devices. Dimensional data.
Fuel capacity and hours of operation possible. Seismic restraint devices and calculations for fuel
tank.
15. Seismic restraint devices. Agency prequalification. Dimensional data. Seismic restraint
calculations. Dimensional data.
16. Schematic and wiring diagrams for all major components. Interconnection diagram for all major
components.
17. Testing procedure.
18. Warranty certificate and administration authorization.
Standby Engine Generator System
16620-4 Project No. 3583
Cannon Road Lift Station
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19. General Permit Registration for “pre-permitting” engine generator with SDAPCD.
PART 2
2.01
A.
B.
C.
D.
20. Computer generated sizing report showing loads, steps, and voltage drop.
PRODUCTS
RATING
Unit shall be minimum rated at 350 KW, 0.8 PF, for continuous standby operation during any utility
power failure. Rating shall be verified by published specification sheets of its nationally recognized
manufacturer. Generator set shall be capable of accepting rated load in one step in accordance with
NFPA-110 Para. 3-5.3.1.
System voltage shall be 277/480,3 phase, 4 wire, 60 Hertz.
Approved manufacturers are Kohler, Spectrum, OnanfCummins, and Caterpillar.
Rating specified in paragraph A is the minimum capacity for steady state load. The generator set
shall also be capable of starting the following transient loads, in the order shown, with a maximum
allowable instantaneous voltage dip of 20 percent. Voltage dip calculations, or computer simulation,
shall verify generator model selection.
STEP: LOAD DESCRIPTION: STARTING METHOD:
1 Lighting Panel, 480 volt
1 (2) miscellaneous 15 HP motors ‘Across-the-line
1 130 HP Pump
2 130 HP Pump
13 KW, 15 starting KVA single phase
Soft starter with 400 % current limit
Soft starter with 400 % current limit
Pumps are low inertia starting with soft starters and shorting contactors
2.02 ENGINE
A. The engine shall be a 4-cycle, direct connected to the generator by a semi-flexible coupling, and both
shall be mounted on a common sub-base. The engine shall have sufficient power to produce the
specified rating when operating at generator synchronous speed with all accessories required for
normal operation including exhaust, fuel, cooling, and battery charging systems. Maximum engine
speed shall be 1800 RPM. The engne shall have a pressure lubrication system and replaceable
element oil filter. The engine oil drain shall be piped to the outside of the slud base and provided
with a stainless steel ball-valve, with lockable handle, to facilitate draining.
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B.
C.
D.
E.
F.
The engine shall be equipped with a fuel system suitable for operation on DF-2 diesel fuel with a
sulfur content not to exceed 0.05 percent by weight. Fuel system shall include an engine driven
transfer pump, replaceable filter, fuel purifier, and flexible fuel lines. The fuel system shall comply
with the requirements of NFPA-37 and NFPA-110 Paragraph 5-9.
1. The diesel fuel purifier system shall be the heavy-duty centrifugally driven type and shall be
hmished in addition to the filtration system fiunished by the engine manufacturer. The purifier
system shall be designed to help prevent the formation of rust in the fuel. The unit shall be rated to
remove particles of (7) microns and be capable of removing a minimum of 99.5 percent of all water
and 95 percent of solid type contaminants in the fuel. The unit furnished shall be located in the fuel
system as the first protective device after the fuel leaves the fuel tank. The heater shall be rated at a
maximum of 100 watts and be the 12-volt DC type to operate only when the engine is running.
Power source for the heater shall be the engine's 12-volt system. The system furnished shall not
require the replacement of any type of filter element or any other internal parts. System shall be RCI
diesel fuel purifier, or equal.
2. Provide flexible fuel lines rated for duty at 300 degrees Fahrenheit and 100 psi.
The engine cooling system shall be designed to provide adequate cooling at full rating in ambient
temperatures up to 95 degrees Fahrenheit. The system shall include a unit- mounted radiator, blower
fan, water pump, and thermostat. Cooling system shall meet the performance requirements of
NFPA-110 Para. 5-8.1. Provide a low water level shutdown device.
The engine governor shall maintain frequency within a +/-0.33 percent band under steady state
conditions and 3-5 percent from no-load to full load. Regulation shall be as defined by IEEE Std
126- 1959/83. Governor performance shall comply with EGSA 100E.
Starting shall be by means of a solenoid operated positive engagement gear driven electric starter for
operation on 12 or 24 volt D.C. Note the cycle-crank requirement specified within the generator
control panel. Provide a primary and a secondary means of cranking termination in accordance with
NFPA-110 Para. 3-5.4.2.
Engine protective devices shall meet the performance requirements of EGSA lOOF and shall include
the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Overcrank - lockout
Low oil pressure - preliminary alarm
Low oil pressure - shutdown
High water temperature - preliminary alarm
High water temperature - shutdown
Low water temperature - alarm
Low water level - shutdown
Overspeed - shutdown
Low fuel level - alarm
G. Provide vibration isolators installed between the subbase tank assembly and the engine generator.
Standby Engine Generator System
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H.
2.03
A.
2.04
A.
B.
C.
Engine crankcase emissions shall be filtered to prevent oil mist from contaminating the engine space
and to comply with SDAPCD requirements for visible emissions. Filters shall be of the closed cycle
type. 2-cycle engines shall also filter the air box drain lines. Filter device shall consist of a
replaceable filter element and a removable reservoir for collected fluids. Filter shall be sized for the
allowable crankcase back-pressure established by the engine manufacturer.
BATTERY SET
A lead acid battery set shall be provided and installed in the generator enclosure and provided with
seismic restraints. Provide battery cables as required for the installation. System voltage shall match
that of the starter. Cold-cranking amperage capacity shall conform to the requirements of SAE
Standard J-537 for zero degrees Fahrenheit. Performance of the battery system shall comply with
EGSA 100B.
BATTERY CHARGER
An automatic floadequalize type battery charger shall be provided, for installation within the
generator enclosure. Connections to the battery shall be solid wired (clip-on type clamps not
acceptable). Input voltage shall be 120 volts AC. Charger shall be UL listed. Output capacity shall
be a minimum of 10 amps. Battery charger shall meet the performance requirements of EGSA
ZOOC, and shall include the characteristics required by WPA-110 Para. 3-5.4.6. DC voltage
regulation shall be within +/-1 percent from no load to full load and over on AC input line voltage
variation of +/- 10 percent.
Features shall include the following:
1.
2.
3.
4.
5.
6.
7.
8.
Automatic " float-to-equalize" operation, with individual potentiometer adjustments.
"Power on" lamp to indicate when charger is operating.
DC voltmeter and DC ammeter, 5 percent 111 scale accuracy.
Reverse polarity protection.
AC input and DC output fuse protection.
Automatic current limiting protection.
Battery charger failure alarm contacts, set to close if AC power is lost to charger.
Low and high battery voltage alarm contacts, set to close if battery voltage drops below 90 percent
or rises above 1 10 percent of rated.
Battery charger enclosure shall be NEMA I Construction and arranged for convection cooling.
Cannon Road Lift Station
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Standby Engine Generator System
16620-7
2.05
A.
B.
C.
D.
E.
2.06
A.
B.
GENERATOR
The generator shall be 4-pole, revolving field, with rotating brushless or static exciter. It shall have a
solid state voltage regulator capable of maintaining voltage within + 2 percent at constant load from
0-100 percent of rating. Voltage regulator shall be of the volts-per-hertz type and NFPA-110
requirement for 100% load pickup shall be met. The regulator shall be sealed from the environment
and isolated from the load to prevent tracking when connected to SCR loads. Voltage regulator shall
meet the performance standards of EGSA lOOR
Generator shall be self-ventilated of drip-proof construction with amortisseur rotor winding and
skewed for smooth voltage waveform. The insulation material shall meet the NEMA standard
(MGI-22.40 and 16.40) for Class H and be vacuum impregnated with epoxy varnish to be fungus
resistant per MIL 1-24092. Temperature rise of the rotor and stator shall be limited to a maximum of
125 degrees C when carrying rated load. Temperature rise shall be as defined by NEMA standard
(MG1-22.40 and 22.85).
On application of any load up to 100 percent of the rated load, the instantaneous voltage dip shall
not exceed 20 percent and shall recover to + 2 percent rated voltage within one second. This
requirement is in addition to the voltage dip limitation specified in paragraph 3.4. The generator
shall be capable of sustaining at least 300% of rated current for at least 10 seconds under a 3 phase
symmetrical short by inherent design or by the addition of an optional current boost system. The
generator, having a single maintenance free bearing, shall be directly connected to the flywheel
housing with a semi-flexible coupling between the rotor and the flywheel.
A re-settable line current sensing circuit breaker with inverse time versus current response shall be
furnished and shall not automatically reset preventing restoration of voltage if maintenance is being
performed. This breaker shall protect the generator from damage due to its own high current
capability and shall not trip within the 10 seconds specified above to allow selective tripping of
down-stream fuses or circuit breakers under a fault condition. Circuit breaker shall be sized at 600
amp frame and 600 amp trip. Circuit breaker shall be installed in the generator terminal box and be
easily operable when the operator is at the control panel. Circuit breaker shall include provision for
a lock out device in the de-energized position to comply with NFPA 70E.
Provide generator over-voltage protection for sensitive loads that will shut the unit down when
voltage exceeds 1 15 percent of rated for longer than 1 second.
GENERATOR CONTROLLER
A Solid State Controller shall be vibration isolated above the generator. The microprocessor control
board shall be moisture proof and capable of operation from -40C to 85C. Relays will only be
acceptable in high current circuits. Generator set instrumentation, control and auxiliary. equipment
shall meet the performance standards of EGSA 100G.
The controller shall include:
1. Fused DC circuits.
2. Complete two-wire start/stop control which shall operate on closure of a remote contact.
Standby Engine Generator System
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3.
4.
5.
6.
7.
Speed sensing and a second independent starter motor disengagement systems shall protect against
the starter engaging with a moving flywheel. Battery charging alternator voltage will not be
acceptable for this purpose.
The starting system shall be designed for restarting in the event of a false engine start, by permitting
the engine to completely stop and then re-engage the starter.
Cranking cycle with 15-second ON and OFF cranking periods.
Overcrank protection designed to open the cranking circuit after 75 seconds if the engine fails to
start.
Three-position (Automatic - OFF - TEST) selector switch. In the test position, the engine shall start
and run regardless of the position of the remote starting contacts. In the automatic position, the
engine shall start when contacts in the remote control circuit close and stop five minutes after those
contacts open. In the off position, the engine shall not start even though the remote start contacts
close. This position shall also provide for immediate shutdown in case of an emergency. Reset of
any fault lamp shall also be accomplished by putting the switch to the off position.
C. An engine and generator instrument panel shall be installed on the unit with vibration isolators, and
include the following:
1. Instruments
AC Voltmeter, 3.5 inch, 2% accuracy
AC Ammeter, 3.5 inch, 2% accuracy
WAM phase selector switch
Frequency meter, 3.5 inch, 0.5% accuracy, dial type
DC Voltmeter, 2 inch, 2% accuracy
Engine water temperature, 2 inch, 2% accuracy
Engine oil pressure, 2 inch, 2% accuracy
Running time meter
2. Indicator Lamps And Alarm Contacts
Overcrank (red)
High water temperature (red)
Low oil pressure (red)
Overspeed (red)
Anticipatory low oil pressure (yellow)
Anticipatory high water temperature (yellow)
Low water temperature (yellow)
Emergency stop (red)
"Not in auto" (flashing red)
System ready (green)
Battery charger fault (red)
Low battery volts (red)
Low fuel level (red)
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Project No. 3583
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Standby Engine Generator System 16620-9
D.
2.07
A.
2.08
A.
2.09
A.
B.
3. Controls
Lamp test switch
Voltage adjusting rheostat, + or - 5 percent range
Panel lamps (2)
4. Alarm horn, with silence switch, to meet the requirements of NFPA 110. Note: Silencing this
horn after one fault, i.e. low fuel, shall not prevent it from sounding again should a different
fault condition occur.
Complete control panel shall be "rodent proofed" to prevent damage to components by small
rodents.
SILENCER
A super-critical degree silencer shall be provided. Supplier shall furnish back-pressure calculations
for the installation, including the discharge piping, verifjmg that engine limitation is not exceeded.
Silencer shall be arranged for horizontal mounting with bottom (side) inlet and end outlet. Provide a
stainless steel bellows type flexible exhaust connector at the engme exhaust outlet. Provide suitable
raincap. A "Critical Degree" silencer is considered to be one capable of attenuating engine exhaust
noise component to 85 dba at 10 feet in a free-field environment. Silencer and piping inside the
sound enclosure shall be wrapped with thermal protective material. The exhaust silencer shall be
approved by the local fire department.
JACKET WATER HEATER
A jacket water heater, thermostatically controlled, shall be installed on the engine. The heater shall
operate on a 240 volt single phase circuit. Heater shall be mounted on the generator base rails and
provided with flexible hoses to the engine. Flexible hoses shall be rated at 300 degrees F. and 100
PSI. Provision shall be made for isolation of the jacket water heater with 314 inch NPT ball-valves
installed at the engine side of the flexible hoses. Provide a lockable disconnect safety switch to
isolate the heating element from the electrical source for maintenance purposes.
FUEL STORAGE SYSTEM
Due to local Fire Department requirements, A 120 gallon maximum sub-base fuel tank shall be
provided and shall meet the requirements of UL142, ULC 142.18, and shall be labeled as such. The
tank shall also meet NFPA 30,30A and NFPA 3 1 , in addition to the requirements stated herein. The
tank shall include a double wall containment system.
Accessories: The tank shall be equipped with the following devices:
1.
2.
3.
4.
5.
6.
7.
8.
Atmospheric and emergency vent heads for main tank
Atmospheric and emergency vent heads for secondary containment tank
Fuel detection switch for containment tank
2" manual fill with lockable cap and 5 gallon containment dam.
Engine supply and return connections
Spare connection, 2" NPT
Mechanical fuel level gauge
Low level alarm switch
Standby Engine Generator System
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9. High fuel level switch, set at 45% full
10. Conduit stub-up sleeve as required
C. Atmospheric vent connections shall be extended 12” above the enclosure roof line and terminated
with a UL listed outdoor head.
2.10 SEISMIC RESTRAINT
A. The generator set shall be provided with spring isolators for installation between the base and the
concrete floor. Isolators shall be pre-approved by California Offices of State Architect (OSA) and
Statewide Health Planning and Development (OSHPAD) to satisfy Title 24 of the California
Administrative Code.
B. Provide calculations signed by a structural engineer regstered in the State of California verifylng
compliance with California Administrative Code Title 24 for Zone 4. These calculations shall be a
part of the submittal data provided.
PART 3 EXECUTION
3.01 TESTING
A. Design prototype test: Components of the emergency system, such as the engine/generator set, and
accessories shall not be subjected to prototype test since the tests are potentially damaging. Rather,
similar design prototypes and reliability pre-production models, which will not be sold, shall be used
for these tests. Upon request, the following certified test records shall be made available:
1. Maximum power (kW).
2. Maximum starting (kVA) at 30% instantaneous voltage dip.
3. Alternator temperature rise by embedded thermocouple and by resistance method per NEMA MG1-
22.40 and 16.40.
4. Governor speed regulation under steady-state and transient conditions.
5. Voltage regulation and generator transient response.
6. Fuel consumption at no load, 1/4, 1/2, 3/4, and full load.
7. Harmonic analysis, voltage waveform deviation, and telephone influence factor.
8. Three-phase line-to-line short circuit test.
9. Alternator cooling air flow.
10. Torsional analysis testing to verify that the generator set is free of harmful torsional stresses.
1 1. Endurance testing.
Cannon Road Lift Station
Project No. 3583
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Standby Engine Generator System 16620-1 1
B. Final production tests: Each generator set shall be factory tested under varying loads with guards
and exhaust system in place. Upon request, arrangements to witness this test will be made or a
certified test record will be sent prior to shipment. Tests shall include:
1. Single-step load pickup.
2. Transient and steady-state governing.
3. Safety shutdown.
4. Voltage regulation.
5. Ratedpower.
6. Maximum power.
C. Site Tests: An installation check, start-up and rated load test shall be performed by the
manufacturer's local representative. The engineer, ASAPCD, regular operators, and the maintenance
staff shall be notified of the time and date of the site test. Coordinate test date with SCAQMD
inspection to allow SDAPCD observation of full test load. The test shall include:
1. The initial startup of the engine-generator set shall be performed by a factory-trained representative
of the engine generator set manufacturer, He shall furnish and install the recommended engine
lubricants, fuel, and fill the cooling system with a 50% solution of ethylene glycol antifreeze in
accordance with the engine manufacturer's recommendations. He shall be present during the load
test specified, and at the conclusion of the test shall supply the Agency's representative with two (2)
complete sets(s) of operation, maintenance, and parts manuals for all equipment. Under this section
of the specification, he shall instruct the Agency's personnel in the proper operating and
maintenance procedures for all components of the standby power system.
2. Accessories that normally function while the set is standing by shall be checked prior to cranking the
engine. This shall include: engine heaters, battery charger, etc.
3. Start-up under test mode to check for exhaust leaks, path of exhaust gases, cooling air flow,
movement during starting and stopping, vibration during running, normal and emergency line-to-
line voltage and phase rotation.
4. Automatic start-up by means of simulated power outage to test remote automatic starting, transfer of
load, and automatic shutdown. Prior to this test, all transfer switch timers shall be adjusted for
proper systems coordination. Engine temperature, oil pressure and battery charger level along with
generator voltage, amperes, and frequency shall be monitored throughout the test:
5. Load test system, utilizing Contractor furnished resistive load bank, as follows:
1/2 hour @ 1/2 load
1/2 hour @ 3/4 load
2 hours @ ratedload
6. Measure and record the transient frequency and voltage dip, and recovery time to steady state
conditions, for the single step application of rated load. Verify compliance with the governor
and voltage regulator performance herein. Recording instrument to be of the light beam or
direct thermal array type (ink chart type not permitted). Also test the generator with station load
by opening the station main breaker and record voltage drop.
Standby Engine Generator System
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7. Provide a certified copy of site test report showing compliance with specifications and approval of
the installation for warranty purposes.
D. Demonstration during 3Oday test period of Submersible Pumps: Following completion of Site Tests
described above and in the presence of Agency operator, Contractor shall demonstrate the successful
startup and function of each submersible pump using the engine generator set during the 30-day test
period of submersible pumps as described in Section 1 13 10. One and two-pump operating modes
shall be tested during the minimum demonstration period of four hours. Contractor shall fimish all
necessary fuel, lubricants and coolants for the engine generator system during this demonstration
period.
3.02 WARRANTY
A. The equipment supplied under this section shall be covered by a single warranty against defects in
material and workmanship for a period of five (5) years or 1500 hours of operation. Warranty shall
provide for free replacement or repair of parts for the 5 year (1 500 hour) period, and free labor for
the first two years. A warranty statement including these features shall be provided as part of the
Agency's manuals. Wyanty shall be administered by the same company that supplied the
equipment.
3.03 MAINTENANCE CONTRACT
A. The Contractor shall provide portable load bank testing annually during the warranty period stated in
3.02. The load bank shall provide 100% loading of the generator. Test run time shall be in
accordance with manufacturer's recommendations. Costs shall be inclusive of temporary connection
devices, all equipment rental, and labor. Provide written report of test results.
END OF SECTION
Cannon Road Lift Station
Project No. 3583 P:\Clly of Carlsbad-16B27U0670UR StalionV Proj Docs\7.2 Final Doa\lM) X SpecsW 2003 Add Specs\l6620.doc
Standby Engine Generator System
16620-1 3
I
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Standby Engine Generator System
16620-1 4 Project No. 3583
Cannon Road Lift Station
P:\city of Carlsbad-16827W674Nl SbtiOn\7 pml Docs\72 Final Dm\lW K spsct\oa 2003 Add Spea\l662O.doc
SECTION 16950
ELECTRICAL ACCEPTANCE TESTS
PART 1 GENERAL
1.01 GENERAL SCOPE
A. The Contractor shall engage the services of a recognized corporately- and financially-independent
testing firm for the purpose of performing inspections and tests as herein specified.
B. The testing firm shall provide all material, equipment, labor, and technical supervision to perform
such tests and inspections.
C. It is the purpose of these tests to assure that all tested electrical equipment, both Contractor- and
Agency-supplied, is operational and within industry and manufacturer's tolerances and is installed
in accordance with design specifications.
D. The tests and inspections shall determine suitability for energization.
1.02. APPLICABLE CODES, STANDARDS, AND REFERENCES
A. All inspections and tests shall be in accordance with the following codes and standards except as
provided otherwise herein:
1. National Electrical Manufacturer's Association - NEMA
2. American Society for Testing and Materials - ASTM
3. Institute of Electrical and Electronic Engineers - IEEE
4. InterNational Electrical Testing Association - NETA Acceptance Testing Specifications - ATS-
1991
5. American National Standards Institute - ANSI C2: National Electrical Safety Code
6. State and local codes and ordinances
7. Insulated Cable Engineers Association - ICEA
8. Association of Edison Illuminating Companies - AEIC
9. Occupational Safety and Health Administration - OSHA
Cannon Road Lift Station Project No. 3583 P\City of Carlsbad-16827\30679-Lifi StationV Pmj Docs\7.2 Final Docs\lM) X Specs\16950.doc
Electrical Acceptance Tests 16950-1
10. National Fire Protection Association - NFPA
B.
1.03.
A.
B.
C.
D.
E.
F.
G.
1.04.
A.
B.
1.
2.
3.
4.
5.
ANSIMFPA 70: National Electrical Code
ANSI/NFPA 70B: Electrical Equipment Maintenance
NFPA 70E: Electrical Safety Requirements for Employee Workplaces
ANSIMFPA 78: Lightning Protection Code
ANSL/NFPA 101: Life Safety Code
All inspections and tests shall utilize the following references:
1. Project design specifications
2. Project design drawings
3.
4.
5.
Project short-circuit and coordination study
Manufacturer's instruction manuals applicable to each particular apparatus
Project list of equipment to be inspected and tested
QUALIFICATIONS OF TESTING FIRM
The testing fm shall be a corporately- and financially-independent testing organization which can
function as an unbiased testing authority, professionally independent of the manufacturers,
suppliers, and installers of equipment or systems evaluated by the testing firm.
The testing firm shall be regularly engaged in the testing of electrical equipment devices,
installations, and systems.
The testing fm shall meet OSHA criteria for accreditation of testing laboratories, Title 29, Part
1907, or be a Full Member company of the InterNational Electrical Testing Association.
The lead, on-site, technical person shall be currently certified by the InterNational Electrical
Testing Association (NETA) or National Institute for Certification in Engineering Technologies
(NICET) in electrical power distribution system testing.
The testing firm shall utilize Engineers and technicians who are regularly employed by the firm for
testing services.
The testing firm shall submit proof of the above qualifications with bid documents, when requested.
The terms used here within, such as test agency, test Contractor, testing laboratory, or Contractor
test company, shall be construed to mean the testing firm.
DIVISION OF RESPONSIBILITY
The Contractor shall perform routine insulation-resistance, continuity, and rotation tests for all
distribution and utilization equipment prior to and in addition to tests performed by the testing firm
specified herein.
The Contractor shall supply a suitable and stable source of electrical power to each test site. The
testing firm shall specify the specific power requirements.
Electrical Acceptance Tests
16950-2 Project No. 3583
Cannon Road Lift Station
P:\City of Ca~sbad-1682A30679LiH Stabon\T Pro) Doa\7.2 Ftnal Docs\lM) % Specs\16950.doc
C.
D.
E
F.
G.
1.05.
A.
1.06.
A.
B.
C.
The Contractor shall notify the testing firm when equipment becomes available for acceptance tests.
Work shall be coordinated to expedite project scheduling.
The Contractor is responsible for obtaining a short-circuit analysis and coordination study prepared
by an independent testing fm or consulting Engineer.
The testing fum shall notify the Agency prior to commencement of any testing.
Any system, material, or workmanship which is found defective on the basis of acceptance tests
shall be reported to the Agency.
The testing firm shall maintain a written record of all tests and, upon completion of project, shall
assemble and certify a final test report.
GENERAL
Test Report
1. The test report shall include the following:
2. Summary of project
3. Listing of equipment tested
4. Test results
5. Recommendations
SHORT-CIRCUm ANALYSIS AND COORDINATION STUDY
Scope of Services
1. Provide a current and complete short-circuit study, equipment interrupting or withstand
evaluation, and a protective device coordination study for the electrical distribution system.
2. The studies shall include all portions of the electrical distribution system from the normal and
alternate sources of power throughout the low-voltage distribution system. Normal system
operating method, alternate operation, and operations which could result in maximum fault
conditions shall be thoroughly covered in the study.
Submittals
1. The studies shall be submitted to the project electrical Engineer prior to granting final approval
of the distribution equipment shop drawings and/or prior to release of equipment for
manufacture.
Short-circuit Study
1. The study shall be in accordance with applicable ANSI and IEEE Standards.
2. The study input data shall include the utility company’s short-circuit single- and three-phase
contribution, with the X/R ratio, the resistance and reactance components of each branch
impedance, motor and generator contributions, base quantities selected, and all other applicable
circuit parameters.
Cannon Road Lift Station Proiect No. 3583
Electrical Acceptance Tests 16950-3
P:\city of Carlsbad-16827\30679Lifl StationV Proj Docs\7.2 Final Doa\lW % ~~ea\lBSM.doc
3. Short-circuit momentary duties and interrupting duties shall be calculated on the basis of
maximum available fault current at each switchgear bus, switchboard, motor control center,
distribution panel board, pertinent branch circuit panel boards, and other significant locations
through the system.
D. Equipment Evaluation Study
1. An equipment evaluation study shall be performed to determine the adequacy of circuit
breakers, controllers, surge arresters, busways, switches, and fuses by tabulating and comparing
the short-circuit ratings of these devices with the available fault currents. Any problem areas or
inadequacies in the equipment shall be promptly brought to the Agency's attention.
E. Protective Device Coordination Study
1.
2.
3.
4.
A protective device coordination study shall be performed to select or to check the selections of
power fuse ratings, protective relay characteristics and settings, ratios and characteristics of
associated voltage and current transformers, and low-voltage breaker trip characteristics and
settings.
The coordination study shall include all voltage classes of equipment from the utility's
incoming line protective device down to and including each motor control center andor panel
board. The phase and ground overcurrent protection shall be included, as well as settings for all
other adjustable protective devices.
The time-current characteristics of the specified protective devices shall be plotted on
appropriate log-log paper. The plots shall include complete titles, representative one-line
diagram and legends, associated power company's relays or fuse characteristics, significant
motor starting characteristics, complete parameters of transformers, complete operating bands
of low-voltage circuit breaker trip curves, and fuse curves. The coordination plots shall
indicate the types of protective devices selected, proposed relay taps, time dial and
instantaneous trip settings, ANSI transformer magnetizing inrush and withstand curves per
ANSI C37.91, cable damage curves, symmetrical and asymmetrical fault currents. All
requirements of the current National Electrical Code shall be adhered to. Reasonable
coordination intervals and separation of characteristic curves shall be maintained. The
coordination plots for phase and ground protective devices shall be provided on a complete
system basis. Sufficient curves shall be used to clearly indicate the coordination achieved to
each utility main breaker, primary feeder breaker, unit substation primary protective device,
main and tie secondary breakers, substation feeder breakers, and load protective device rated
(specify ampacity) or more. There shall be a maximum of eight protective devices per plot.
The selection and settings of the protective devices shall be provided separately in a tabulated
form listing circuit identification, EEE device number, current transformer ratios,
manufacturer, type, range of adjustment, and recommended settings. A tabulation of the
recommended power fuse selection shall be provided for all fixes in the system. Discrepancies,
problem areas, or inadequacies shall be promptly brought to the AgencyEngmeer's attention.
F. StudyReport
1. The results of the power system study shall be summarized in a final report. One (1) bound
copy of the final report shall be submitted to the Agency/Engineer's representative.
Electrical Acceptance Tests
16950-4 Project No. 3583
Cannon Road Lift Station
P:\City of Carisbad-1 682A30679-LiR Stahon\7 Proj Doc5\7.2 Final Docs\100 % Specs\l695D.dW
2. The report shall include the following sections:
a. Description, purpose, basis, written scope, and a single-line diagram of the portion of the
power system which is included within the scope of study.
b. Tabulations of circuit breaker, fuse, and other equipment ratings versus calculated short-
circuit duties, and commentary regarding same.
c. Protective device time versus current coordination curves, tabulations of relay and circuit
breaker trip settings, fbse selection, and commentary regarding same.
d. Fault current tabulations including a definition of terms and a guide for interpretation.
e. Tabulation of appropriate tap settings for relay seal-in units.
1.07. INSPECTION AND TEST
A. Perform tests for provided equipment in accordance with NETA Acceptance Testing Specifications.
1 .OS. SYSTEM FUNCTION TESTS
A. General
1. Perform system function tests upon completion of equipment tests as defined in Section 7. It is
the purpose of system function tests to prove the proper interaction of all sensing, processing,
and action devices.
2. Implementation
1. Develop test parameters for the purpose of evaluating performance of all integral
components and their fbnctioning as a complete unit within design requirements.
2. Test all interlock devices.
3. Record the operation of alarms and indicating devices.
END OF SECTION
Cannon Road Lift Station
Project No. 3583 P:\City of Carlsbad-l6827\30679-Lift Stabon\7 Proj Doc+\7.2 Final Docs\loO YO Specs\16950.doc
Electrical Acceptance Tests
16950-5
Electrical Acceptance Tests
16950-6
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Project No. 3583
P:\Cily of Carlsbad-16BZA30679Lfl SlaConV Pro] Docs\7.2 Final Doo\lW % Specs\16950.doc
Appendix A
Standard Drawings
STANDARD CAST IRON KCESSHOLE
FRAME 13 COVER -SEE DWG. NO. S4. PAVEMENT OR FINISH GRADE.
\\
.. . ..
.L" WIDE X 6' THICK
..
3'DIA. ~ ': :' ADJETING RINGS AS E$lJIRED. MU.= 11' MIN. .-A .. ::-: =5,ToP5"= 2-2v2vRiFlSS.
OEP;M=MIN. 1
34 PIPE DIA.
SECTION C-C
NOTES:
ALL CAST IN PLACE CONCRETE SHAU BE TYPE 564-B-3ooo.
ALL PIPE IN ACCESSHOLE SHAU BE WC. OR VITRIFIED CLAY PIPE AND SHAU BE INCUJDED AS PART OF ACCESSHOLE.
KESSHOLE SW BE CONSTRUCTED IN ACaX3DANCE WITH ASTMC-478.
SrUB OUTS SHU WE A MlNfMUM LE" OF 2 FEET.
MANHOLE FRAME AND JolMs TO BE SET IN CLASS 'C'MOKW?.
HALF PUN FRAME COVER A- INNER CWER
,e /- ,g;C'
HALF SECTION
FRAME & CWER
INNER CMR TOP SIDE
1 .WEIGHTS: INNERCOVER = 155LBS.
OUTERCOVER = xx)LBS. FRAME = 33oLBs.
2 .MATERIAL : CAST IRON.
3. MACHINE SEATS TO PREVENT NOISE.
4.FILLET RADII To BE 12".
5.lMPORTED COVERS AND FRAMES SW HAVE COUNTRY OF ORGIN MARKING IN COMPLIANCE WITH FEDERPL REGUIATWS.
OETA~L A
BOTTOM SIDE
SECTION A-A
ACCESSHOLE FRAME COVER
_.
tJ - - - - - - - - - - -t --. - I I P.C.R. -------
* 15'
STRAIGHT GRADE STRAIGHT GRADE b
FOR KGRAPH
WEAKENED PLANE JOINTS
DETAIL PLAN OF CROSS GUTTER
P
SECTION A-A
, NORMAL ,
6" MIN. A.B.l
SECTION C-C
W I DTH
SECTION B-8
,~LJ. APPROVED DATE CITY OF CARLSBAD
SPECIAL CROSS GUlTER 1 ( STEEP GRADES 1 SUPPLEMENTAL I STANDARD NO. GS-9
NOTES:
I. DrSIRICT WILL SET METER 8 BALL VAL!E.
2. ALL CWFER JOIMS SHALLBE SILWF? SOCDERED. IN -WE WITH SPECIFICATIONS,
4. TW TO MAIN TO BE MINIMUM OF 18' FROM NEWEST COWLING OR TW.
5. WTON A&CE MIDWAY BETWEEN PlPELINE AND METER BOX.
SECTfON A-A
DOMESTIC WATER
SECTION 6-B
RECLAIMED WATER
NOTES:
I . IN "- AREAS PLACE GuaRo 2 . SEE OWWING NQ 22 FCR GATE VALVE
POST NEXT TO VacvE 8ox ASSEMBLY EXTENSION.
AS DRAWHVG No. 22). BY ENGrmR(SEE 3, UPPER SlO€ Of LID TO RECEIVE 2 COATS
m DWG. No. W13 VALVE BOX
F A A SS E M I3 LY Y6ER 1980
4 6 0 0 I2 I4 16 JVOTE!!: Pipe Diameter in Inches
I. BASEDON225pSI TESTPRESSUREANDBEARINGWOFORYSOILS.
2. VALES FROM CURVES ARE FOR TEES AND OEAOENDS, I€.; STRAIGHT UNE THRUST. FOR -BEND: 1.4 WE FROM CURVE. FOR 45O BEND: a8 VU FROM CURVE. FOR PWBEND:Q4u9wEFRoMaJW€.
My)AwRcwFn 3. m00NOITKE6NurmBYc~~MRUSTELOaCSMlSTBEmD
1 I I I DECEMBER 1988 .E:, is
F
I
I
-
c,
L~I~ON IAWR
NOTES: .
1 . THERE SW BE NO FITTINGS
STD DWG NO.
AUGUST 1933 w20 2 INCH AND UNDER
BACKFLOW INSTALLATION
mx
OR CCNNECTlONS TI OTHER FACIUTIES BEWEEN THE METER
SHCULBEATlXMFfHltLSlOEOF .SUP€. PFWIIDE2 HORIZONTAL
(EAWWCE BETWEEN WALL AND WFIDW PRNENTER.
4. DO NOT INSTALL IN AREA SUBJECT To FLOOOTNG.
8
I1
,---A’/ . ‘- PUBUC I PRIVATE CONSUMERS RESPONSIBILITY h-----’ 70 BE INSTAUlD AJRSWMTO MuNIClP~CCXE 8ooK 14.(X.Olo,4001-SECS 8 TITLE 17 OF ME CALIFORNIA AOMlNlSTRATfVE COOE.
I
#4 Bars
placed diagonally
A t
#4 0 8"
both ways
I
PLAN
Revision
)RIGINAL
Bend Down1
15" (Typ.)
RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE By Approved Date
Kerchevall2/75
STORM DRAIN CLEANOUT - TYPE A .fiaiv- R*CE 19246 ate DRAWING ~-9 NUMBER
Manhole Frame and Cover /-see Standard Drawing M-3
For step details, see Standard Drawing D-1 1
SECTION A-A
NOTES
1. See Standard Drawing D-11 for additional notes and details. 2. Concrete base shall be 560-C-3250 3. All precast components shall be reinforced with 1/4" diameter steel,
4. All joints shall be set in Class C mortar.
5. Maintain 1 1/2" clear spacing between reinforcing and surface unless
wound spirally on 4" centers.
otherwise noted.
LEGEND ON PLANS
6. Exposed edges of concrete shall be rounded with a radius of 1/2" =El=
Rounded Pipe Ends, See Drawing D-61
Revision By Approved Date ~
ORIGINAL Kerchevall2/75
DOUBLE PIPE
E LEVATI 0 N
RECOMMENDED BY THE SAN DIEG( REGIONAL STANDARDS COMMlm SAN DIEGO REGIONAL STANDARD DRAWING
SINGLE PIPE
E LEVATI 0 N
SECTION A-A
NOTES
1. Concrete shall be 560-C-3250.
2. Exposed corners shall be chamfered 3/4".
STRAIGHT HEADWALL - TYPE B
[CIRCULAR PIPE] 0-32
LB
E LEVATI 0 N
Revision By Approved Date
DRIGINAL Kerchevoll2/75 SAN DIEGO REGIONAL STANDARD DRAWING
WING AND U TYPE HEADWALLS
FOR 18" TO 36" PIPES
SECTION A-A
RECOMMENDED BY THE SAN DIEG( REGIONAL STANDARDS COMMITTEE
Chairperson R.C.E. 19246 Date
DRAMNG D-34 NUMBER
WING WALL REIN FORCING
SECTION B-B ALT DETAIL C
NOTES:
1. Concrete shall be 560-C-3250 2. Exposed comers to be chamfered 3/4'. 3. Multiple pipes to be set a distance of D/2, with a 1' minimum between outside diameters of pipes.
4. Top of headwall shall be placed approximately porollel to profile grade when the grade is 3% or more. 5. Skewed pipes: Dimension W to be increased in width or length due to skew or multiple pipes.
6. For pipe wall thickness greater than 3" use alternate Detail-C.
LEGEND ON PLANS =< ==E
4 3D OR 3W
Revision
IRIGINAL
PIAN
RECOMMENDED BY ME SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE By Approved Date
Kerchevol 12/75
Concrete Channel r 1/2D min.
I I I
II I
I ln/I
DRAWlNG D-40 NUMBER ENERGY DISSIPATOR
SECTION B-B
D = Pipe Diameter
W = Bottom Width of Channel
5T (min) Flow I.--- k--&r#4 Bars
ilter Blanket
Sill, Class 420-C-2000 Concrete
SECTION A-A
NOTES
1. Plans shall specify: A Rock Class and thickness (1). B] Filter material, number of layers and thickness. 2. Rip rap shall be either quar stone or broken concrete (if shown on the p%ns.) Cobbles are not acceptable. 3. Rip rap shall be placed over filter blanket which may be either granular material or filter fabric.
4. See Regional Supplement Amendments for selection of rip rap and filter blanket. 5. Rip ra energy dissipators shll be designated as either f or T pe 2. Ty e 1 shall be with concrete sill; 2;; 2 shalr be withou! sill.
RIP RAP Choirpenon R.C.E. 19246 Dote
CI, c
'p c 3 0
.-
Revision
ORIGINAL
with 1 l(2" x 1 stucco netting. rounded at the option of the contractor.
)m may De
TYPE A
By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING KerchevallZ/75
NPE B
BROW DITCH
3' rnin C"
\-Cut or FII Slope
-lded at / L3n 470-C-2000 concrete or Bottom may be rout.--- __
the option of the controctor.1 3" 2500 psi, oir placed concrete with 1 1\2" x 1 1/2" 17 qaqe
NPE C
__ stucco netting.
TERRACE DITCH
NOTES
1. Longitudinal slope of lined ditch shall be 2% minimum.
2. Over slope down ditches shall employ 6" thickened edge section
at both sides of ditch.
NPE D
DRAIN AGE Dl TCH ES
LEGEND ON PLANS
_I__-
~~
RECOMMENDED BY THE SAN DlECl REGIONAL STANDARDS COMMITTEE
Chairperson R.C.E. 19246 Date
DRAWING D-75 NUMBER
1 11" 4
Revision By Approved
ORIGINAL Kerchevall2/75
6" CURB Area=0.89 Sq. Ft.
RECOMMENDED BY ME SAN DIEG( REGIONAL STANDARDS COMMIllEE SAN DIEGO REGIONAL STANDARD DRAWING Date
I !I I I I I
I I !
13" 4
8" CURB
Area=1.09 Sq. Ft.
18* min. I ____
L Weakened Plane
Existing Curb Ll 1/2" except where elevations
shown indicate otherwise
GUTTER
NOTES
1. Concrete shall be 520-C-2500. 2. See Standard Drawing G-10 for joint details.
3. Slope top of curb 1/4" per foot toward street.
Joint
LEGEND ON PlANS
6" curb
Chairpwson R.C.E. 19246 Dab
DRAWlNG c-1 NUMBER
CURBS AND GUTTER - SEPARATE
SQ. Fr.
* with 6" Curb Face
Revision By Date-
ORIGINAL Kercheval 12/75 -
NOTES
1. Concrete sholl be 520-C-2500. 2. See Standard Drawing G-10 for joint details. 3. Slope top of curb 1/4" per foot toward street.
RECOMMENDED BY THE SAN DlEG REGIONAL STANDARDS CWMImI SAN DIEGO REGIONAL STANDARD DRAWING
- Chokpersan R.C.E. 19246 Date
DRAWING c-2 NUMBER
CURB AND GUTTER - COMBINED
LEGEND ON PLANS
1/2" R
Date
Kercheval 12/75
1 3'-6" cl
RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWING
I- 1'-6" I 2'-0"
-m
11/16.
4. - , . .. t. , '.. .- - .. /.Y -. ..
c-
. '* . ,% '. A .' *VI Weakened Plane Joint A.
CURB AREA
(2.23 sq. ft.)
I 0 I -
NOTES
2'-om 1'-6" . I
r F*s. _Lr"' I
3'-7" I
CURB AREA
(2.48 sq. 14.)
1.Transition to type G curb at all curb returns, except where sidewalk
2. Concrete shall be 520-C-2500.
3.See Standard Drawing G-10 for joint details.
ramps are provided, and at all cul-de-sacs with drainage structures.
I
LEGEND ON PLANS
Chalrprnon R.C.E. 19248 Date
DRAMNG G-4 NUMBER
CURB AND GUTTER - ROLLED
TYPE A TYPE B Height 6”, 8”. or 9” as indicated on plans
Revision By
IRIGINAL
I I
RECOMMENDED BY THE SAN DIECC REGIONAL STANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWING Approved Date
Kerchevol 12/75
Chairperson R.C.E. 19246 Date
DRAMNG G-5 NUMBER
DIKES - ASPHALT CONCRETE
2H -+ 6“
TYPE C TYPE D
TYPE E TYPE F
MOUNTABLE DIKES
[APPROX. DIKE QUANTITIES I Slope end of dike 1:l
when not joining
other improvements
ALL TYPES - SIDE VIEW
NOTES
1. Dike is to be placed on a 2” of A.C. road surfacing, extending throughout th width of the dike.
2. AR-8000 grade asphalt to be used for all dikes.
C- 6”
C-8” c- 9”
TONS/LIN. FT.
0.0250
0.0375
0.0375
0.0583 0.0702
0.0062 0.0407
0.0623
3. A.C. dikes may be shaped and compacted with an extrusion machine or other equipment capable of shaping and compacting the material to the required
cross section.
separate pours are made I
Revision By
IRIGINAL
PIAN
RECOMMENDED BY ME SAN DIEG( REGIONAL STANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWING Approved Date
Kerchevol 12/75
wing
Base rnaterid as shown on plans
SECTION A-A
NOTES
1. Concrete shall be 560-C-5250. 2. --------- = Weakened plane joints. 3. - - = Typical flowlines. 4. o = Elevations to be shown on plans.
5. Return segments to be 7' Thick.
6. Curb between P.C.R.S. shall be considered as port of cross gutter. 7. In all cases subgrade shall be compacted to 95% rnin
relative compaction to depth of 12". LEGEND ON PLANS
flmFl
Chairperson R.C.E. 19246 DOb
DRAWING c-12 NUMBER
CROSS GUTTER
Monolithic curb if specified or required -Transition area
Revision By Approved Date
ORIGINAL M.Bahrnonian 4/86 SAN DIEGO REGIONAL STANDARD DRAWING
CURB RAMP - TYPES A and B
(New Construction)
12” wide border with
RECOMMENDED BY ME SAN DlEC REGIONAL STANDARDS COMMImE
Chairperson R.C.E. 19246 Date
DRAWING G-27 NUMBER
LA
PLAN - TYPE A
Monolithic curb if
specified or required
.:A,;::.;:, .. .;!A+!:.,: :.;?.l;;’:;t’....;’, .. .._ ...*.. I.. .. ..- .. ... I..
Face of Curb-/ Lip (toe)
of gutter
PLAN
12” wide border
with 1/4” grooves
approx. 3/4” O.C.
I I Y1
ELEVATION \
TYPE B Gutter flow
line
Sidewalk
/ R/W
See Type B
NOTE
See Standard Drawing G-32 for general notes.
5% maximum gutter apron slope at ramp
Std. Dwg. G-32 SECTION A-A
6* Monolithic curb . 4'(rnin.)
4 - R/W
Existing Non-contiguous
Sidewalk
X Y
. , ... ..' 2'
Z
Existing contiguous
Sidewalk 7
1 .on
1.5"
2.0"
2.5"
3.0"
3.5"
4.0"
1'-6" 1'-6"
1'-6" 1'-6"
19-6" 1'-6"
2'-0" 1'-8"
2'-6" 2'-1"
3'-0" 2'-6"
3'-6" 2'-11"
RAMP SIDE
Revision
ORIGINAL
RECOMMENDED BY ME SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE By Approved Date
G.Porkinson 2/95
4.5" I 4'-0" I 3'-4"
5.0" I 4'-6" I 3'-9"
5.5" I 5'-0" I 4'-2"
6.0" I 5'-6" I 4'-7"
7.5" 5'- 10"
5X max. gutter apron
Street
NPICAL PLAN
c .- E -
Y 0 L slope at imp opening.
N Ak L+.-
nn
Property side "2" dimension and grooves may be eliminated by the Engineer
and replaced by o monolithic curb flush
with the existing ground and sidewalk.
rde with 1/4"
grooves approx. 3/4 0.C..
PLAN VIEW
Monolithic curb
if required.
Meet existing sidewalk.
SECTION A-A NOTES
1. See Standard Drawing G-32 for general notes. * 2. Curb height (X) is measured at center of ramp.
Chalrpenon R.C.E. 19246 Date
DRAWlNG G-31 NUMBER
CURB RAMP - TYPE D
Slope = X:Y Remove & reconstruct
pavement as shown on
plans to provide 53 mox.
slope within 4' of
Where X is level plane Y
Line of Curb
Sidewal
DETAIL A
Revision By
ORIGINAL
DETAIL B
RECOMMENDED BY ME SAN DIEGO REGIONAL STANDARDS COMMITTEE Approved Date
G.Porkinson 2/95 SAN DIEGO REGIONAL STANDARD DRAWING
Chairperson R.C.E. 19246 Date
DRAWING G-32 NUMBER
GENERAL NOTES for CURB RAMPS
NOTES
1. The removal of existing concrete curb, gutter, sidewalk and pavement for pedestrian ramp installation shall comply with Standard Drawing G- 1 1.
2. Areas shown thus: shall have a heavy broom "ripple" texture finish,
transverse to axis of ramp contrasting visually with adjoining surfaces.
3. Areas shown thus: ., ..:. . ,... are the minimum required for a complete ramp
installation and shall be concrete class 520-C-2500.
4. If obstructions such as inlets, utility poles, fire hydrants, etc., are encountered, the ramp locations may be adjusted upon the approval of the Resident Engineer.
5. Ramp slope shall be a minimum grade of 15:l.
6. The ramp slopes will be measured relative to the sidewalk slope, see Detail A below.
Adjoining slope beyond ramp shall not exceed 2O:l (5%).
Repeat op osite
SI&
Revision By
ORIGINAL
Distance between gate posts is gate length shown on plans -7
RECOMMENDED BY ME SAN DIEGC REGIONAL STANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWING Approved Date
A.Kercheval 12/75
Roadway or ground
10" diameter stop footing Omit if roodway IS concrete
HALF ELEVATION DOUBLE SWING GATE
CHAIN LINK GATE
P" NOTES
1. All footings shall be 520-C-2500 concrete. 2. The following items shall be furnished and installed only when shown
on the plans and/or called for in the special provisions: a. Barbed wire b. Extension past
Diameter of footing = 4 times outside diameter of post.
3. Chain link fence shall conform to Section 206-6 of the Standard Specification for Public Works Construction unless sDecifically noted
Choirpenon R.C.E. 19246 Dote
DRAMNG ~-5 NUMBER
on this drawing.
EXTENSION POST AND BARBED WIRE
Clear opening
shown on plans.
Gate Post \ Latch post
Truss Panel
Lock type fork latch ,3/B' dia. tension rod I & tightener
for gates
frame with .. .: -m
12" min. dia. LEGEND ON PLANS L-
WALK GATE
10' rnax. 10' max. -- -I
Revision By Approved
ORIGINAL A.Kercheval
Diameter of footin 4 times1 outside diameter c! iost.
RECOMMENDED BY THE SAN DIEGC REGIONAL STANDARDS COMMITTEE SAN DlEGO REGIONAL STANDARD DRAWING Date
12/75
NOTES
1. All footings shall be 520-C-2500 concrete.
2. The following items shall be furnished and installed only when
shown on the plans and/or called for in the special provisions.
a. Barbed Wire EXTENSION ARM AND BARBED WIRE
b. Extension Arm
c. Top Horizontal Rail
3. Chain link fence shall conform to Section 206-6 of the
Standard Specifications for Public Works Construction
unless specifically noted on this drawing.
4. See Standard Drawing M-20 for additional details. LEGEND ON PLANS
7
Chairperson R.C.E. 19246 Dote
DRAWING ~-6 NUMBER
CHAIN LINK FENCE
Appendix B
Storm Water Pollution Prevention Plan (Template)
.-
STORM WATER POLLUTION PREVENTION PLAN
for
Prepared for:
City of Carlsbad Public Works
1635 Faraday Avenue Carlsbad, CA 92008
Submitted by:
Project Site Address:
CCIC)< ;S7r16 1.N SERTJ OB."STTE~"A:A'bDdE'SS"( I KbNY);
CLICK AND INSERT,,'JOB'SITE TELEPHONE NUMBER.(IF'ANY)
Contractor's Water Pollution Control Manager:
CLICK'AND INSERl'.WPCwS'NAhlE CLICK AND INSERT TELEPHONE NUMBER
S WPP Prepared by:
SWPPP Preparation Date:
I Contents
Page
Section 100
100.1
100.2
100.3
Section 200
200.1
200.2
Section 300
300.1
300.2
300.3
300.4
300.5 Section 400
Section 500
500.1
500.2
500.3
500.4
500.5
500.6
500.7
500.8
500.9
Section 600
600.1
600.2
600.3
SWPPP Certifications and Approval ............................................................... 1
Initial SWPPP Certification ................................................................................. 1
SWPPP Approval ............................................................................................... 2
SWPPP Amendments ...................................................................................... 4
Amendment Log ................................................................................................. 6
Annual Compliance Certification ........................................................................ 3
SWPPP Amendment Certification and Approval ................................................ 4
Introduction and Project Description ............................................................. 7
Introduction and Project Description ................................................................... 7
Project ScheduleNVater Pollution Control Schedule ........................................... 7
Contact Information/List of Responsible Parties ................................................. 7
Unique Site Features ......................................................................................... 7
Construction Site Estimates ............................................................................... 7
References ........................................................................................................ 9 Body of SWPPP .............................................................................................. IO
Objectives ........................................................................................................ 10
Vicinity Map ...................................................................................................... 10
Pollutant Source Identification and BMP Selection ........................................... 11
500.3.1 Inventory of Materials and Activities that May
Pollute Storm Water ......................................................................... 11
500.3.2 Existing (pre-construction) Control Measures ................................... 11
500.3.3 Nature of Fill Material and Existing Data Describing the Soil ............ 12
500.3.4. Soil Stabilization (Erosion Control) ................................................... 12
500.3.5 Sediment Control ............................................................................. 13 500.3.6 Tracking Control ............................................................................... 14
500.3.7 Wind Erosion Control ....................................................................... 14
500.3.8 Non-Storm Water Control ................................................................. 14
500.3.9
Water Pollution Control Drawings (WPCDs) ..................................................... 15
Post-Construction Storm Water Management .................................................. 15
500.6. I Post-Construction Control Practices ................................................. 15
500.6.2 Operation/Maintenance after Project Completion ............................. 16
Training ............................................................................................................ 16
List of Subcontractors ...................................................................................... 16
Other PlandPermits ......................................................................................... 16
Monitoring Program and Reports ................................................................. 17
Site Inspections ................................................................................................ 17
Discharge Reporting ........................................................................................ 17
Record Keeping and Reports ........................................................................... 17
Waste Management and Materials Pollution Control ........................ 15
Construction BMP Maintenance. Inspection and Repair ................................... 15
.
SWPPP Attachments -
Attachment A .................................................................................................. Vicinity Map
Attachment B ................................................................. Water Pollution Control Drawings
Attachment C ....................................................................... BMP Consideration Checklist
Attachment D ........................................................................................................... BMPs
Attachment E .......................................................................................... Project Schedule
Attachment F .................................................................................... Notice of Intent (NOI)
Attachment G . Program for Maintenance, Inspection, & Repair of Construction Site BMPs
Attachment H ......................... Storm Water Quality Construction Site Inspection Checklist
Attachment I. ................................................................. Trained Contractor Personnel Log
Attachment J ...................................................... Subcontractor Notification Letter and Log
Attachment K ................................................ Notice of Discharge, Written Notice or Order
Attachment M ..................................................... Annual Certification of Compliance Form
Attachment N ..................................................................................... Other Plans/Permits
Attachment 0 ........................................................... Notice of Completion of Construction
. Attachment L ................................................... SWPPP and Monitoring Program Checklist
Storm Water Pollution
Section I00
SWPPP Certifications and Approval
/--
100.1 Initial SWPPP Certification
Project Name:
City of Carlsbad Contract No. '
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Contractor's Sig nature Date
Contractor's Name and Title Telephone Number
Storm Water Pollution
- 100.2 SWPPP Approval
For City of Carlsbad Use Only
City Approval and Certification of the
Storm Water Pollution Prevention Plan
Project Name:
City of Carlsbad Contract No.
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Engineer's Signature Date
Engineer's Name Engineer's Telephone Number
- 100.3 Annual Compliance Certification
By June 15 of each year, the contractor shall submit an Annual Certification of Compliance to
the Engineer stating compliance with the terms and conditions of the Permits and the SWPPP.
The Annual Certification of Compliance Form and Engineer Approval form are included in
Attachment M. Completed Annual Certifications of Compliance and Approvals can be found in
the following pages.
Page 3
Storm Water Pollution
Contract No.
- Section 200
SWPPP Amendments
200.1 SWPPP Amendment Certification and Approval
This SWPPP shall be amended:
0 Whenever there is a change in construction or operations which may affect the
discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm
sewer system (MS4); or
0 If any condition of the Permits is violated or the general objective of reducing or
eliminating pollutants in stom water discharges has not been achieved. If the RWQCB
determines that a Permit violation has occurred, the SWPPP shall be amended and
implemented within 14 calendar days after notification by the RWQCB;
0 Annually, prior to the defined rainy season, when required by the project's Special
Provisions; and
0 When deemed necessary by the Engineer.
The amendments for this SWPPP, along with the Contractor's Certification and the Engineer's
approval, can be found in the following pages. Amendments are listed in the Amendment Log in
section 200.2
I
Storm Water Pollution
Contract No.
- SWPPP Amendment No.
Project Name:
City of Carlsbad Contract No.
To be Completed by Contractor
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Con tractor's Signature Date
Contractor's Name and Title Telephone Number
- For City of Carlsbad Use Only
Engineer's Approval and Certification of the Storm Water Pollution Prevention Plan Amendment
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Engineer's Signature Date
Engineer's Name Engineer's Telephone Number
Page 5
.- 200.2 Amendment Log
Project Name:
City of Carlsbad Contract No.
Storm Water Pollution Contract No.
- Section 300
Introduction and Project Description
300.1 Introduction and Project Description
300.2 Unique Site Features
300.3 Construction Site Estimates
The following are estimates of the construction site:
Construction Site Area ft2
Percentage impervious area before construction
Percentage impervious area after construction
%
%
Runoff coefficient before construction ('I
Runoff coefficient after construction ('I
Anticipated storm water flow onto the construction site
300.4 Project ScheduleMlater Pollution Control Schedule
I
300.5
The Water Pollution Control Manager (WPCM) assigned to this project is:
Contact Information/List of Responsible Parties
Storm Water Pollution
The WPCM shall have primary responsibility and significant authority for the implementation,
maintenance, inspection and amendments to the approved SWPPP. Duties of the Contractor's
WPCM include, but are not limited to:
.-
0 Ensuring full compliance with the SWPPP and the Permit
0 Implementing all elements of the SWPPP including, but not limited to:
- Implementation of prompt and effective erosion and sediment control measures
- Implementing all non-storm water management, and materials and waste
management activities such as: monitoring discharges (dewatering, diversion
devices), general site cleanup, vehicle and equipment cleaning, fueling and
maintenance, spill control, ensuring that no materials other than storm water are
discharged in quantities which will have an adverse effect on receiving waters or
storm drain systems, etc.
0 Pre-storm inspections
0 Post-storm inspections
0 Storm event inspections
0 Preparing annual compliance certification
c 0 Ensuring elimination of all unauthorized discharges
0 The Contractor's WPCM shall be assigned authority by the Contractor to mobilize crews
in order to make immediate repairs to the control measures
0 Coordinate with the Engineer to assure all of the necessary correctionshepairs are made
immediately, and that the project complies with the SWPPP, the Permit and approved
plans at all times
- Section 400
References
The following documents are made a part of this SWPPP by reference:
0 cations no. , dated
prepared by
a California Regional Water Quality Control Board Order No. 2001-01, NPDES No.
CAS01 08758, National Pollutant Discharge Elimination System (NPDES) Permit.
0 Caltrans Storm Water Quality Handbooks, Construction Site Best Management
Practices Manual, dated November 2000.
0 Caltrans Storm Water Quality Handbooks, SWPPPNVPCP Preparation Manual, dated
November 2000.
0
c i
c Section 500
Body of SWPPP
500.1 Objectives
This Storm Water Pollution Prevention Plan (SWPPP) has four main objectives:
0 Identify all pollutant sources, including sources of sediment that may affect the quality of
storm water discharges associated with construction activity (storm water discharges)
from the construction site, and
0 Identify non-storm water discharges, and
0 Identify, construct, implement in accordance with a time schedule, and maintain Best
Management Practices (BMPs) to reduce or eliminate pollutants in storm water
discharges and authorized non-storm water discharges from the construction site during
construction, and
0 Develop a maintenance schedule for BMPs installed during construction designed to
reduce or eliminate pollutants after construction is completed (post-construction BMPs).
This SWPPP conforms with the required elements of Permit No. CAS0108758 issued by the
State of California, State Water Resources Control Board (SWRCB). This SWPPP will be
modified and amended to reflect any changes in construction or operations that may affect the
discharge of pollutants from the construction site to surface waters, groundwaters, or the
municipal separate storm sewer system (MS4). The SWPPP will also be amended if it is in
violation of any condition of the Permit or has not achieved the general objective of reducing
pollutants in storm water discharges. The SWPPP shall be readily available on-site for the
duration of the project.
-
500.2 Vicinity Map
The construction project vicinity map showing the project location, surface water boundaries,
geographic features, construction site perimeter, and general topography, is located in
Attachment A. The project's Title Sheet provides more detail regarding the project location and
is also included in Attachment A.
- 500.3 Pollutant Source Identification and BMP Selection
500.3.1 Inventory of Materials and Activities that May Pollute Storm Water
The following is a list of construction materials that will be used and activities that will be
performed that will have the potential to contribute pollutants, other than sediment, to storm
water runoff (control practices for each activity are identified in the Water Pollution Control
Drawings (WPCDs) andlor in sections 500.3.4 through 500.3.9:
0
0
0
0
0
a
e
Construction activities that have the potential to contribute sediment to stom water discharges
include:
0
0
0
0
0
a
c
a
Attachment C lists all Best Management Practices (BMPs) that are either minimum
requirements or special contract requirements, and all BMPs selected by the Contractor for this
project. Implementation and location of BMPs are shown on the WPCDs in Attachment B.
Narrative descriptions of BMPs to be used during the project are listed by category in each of
the following SWPPP sections.
500.3.2 Existing (Pre-Construction) Control Measures
The following are existing (pre-construction) control measures encountered within the project
site:
0
0
0
0
0
a
- 500.3.3 Nature of Fill Material and Existing Data Describing the Soil
Existing site features that, as a result of past usage, may contribute pollutants to storm water
(e.g., toxic materials that are known to have been treated, stored, disposed, spilled, or leaked
onto the construction site) include:
0
0
0
0
500.3.4 Soil Stabilization (Erosion Control)
Soil stabilization, also referred to as erosion control, consists of source control measures that
are designed to prevent soil particles from detaching and becoming suspended in storm water
runoff. Soil stabilization BMPs protect the soil surface by covering and/or binding soil particles.
This project will incorporate minimum temporary soil stabilization requirements, temporary soil
stabilization measures required by the contract documents, and other measures selected by the
contractor. This project will utilize and implement the following principles for effective temporary
and final soil stabilization during construction:
1. Preserve existing vegetation where required and when feasible. -
2. Apply temporary soil stabilization (erosion control) to remaining active and non-active
areas as required by the Construction Site BMPs Manual and the Special Provisions.
Reapply as necessary to maintain effectiveness.
3. Implement temporary soil stabilization measures at regular intervals throughout the
defined rainy season to achieve and maintain the contract's disturbed soil area
requirements. When the project's Special Provisions require it, temporary soil
stabilization will be implemented 20 days prior to the defined rainy season.
4. Stabilize non-active areas within 14 days of cessation of construction activities.
5. Control erosion in concentrated flow paths by applying erosion control blankets, erosion
control seeding, and lining swales as required in the Special Provisions.
6. Seeding will be applied either during the defined seeding window, and/or to areas
deemed substantially complete by the RE during the defined rainy season.
7. At completion of construction, apply permanent erosion control to al remaining disturbed
soil areas.
Storm Water Pollution
Contract No.
.- Sufficient quantities of temporary soil stabilization materials will be maintained on-site to allow
implementation in conformance with Caltrans requirements and described in this SW PPP. This
includes implementation requirements for active areas, non-active areas, and areas that require
deployment before the onset of rain.
Implementation and locations of temporary soil stabilization BMPs are shown on the Water Pollution Control Drawings (WPCDs) in Attachment B and/or described in this section. The BMP
Consideration Checklist in Attachment C indicates the BMPs that will be implemented to control
erosion on the construction site; these are:
0 SS-1, Scheduling
0
0
0
0
0
SS-2, Preservation of Existing Vegetation
500.3.5 Sediment Control
Sediment controls are structural measures that are intended to complement and enhance the
selected soil stabilization (erosion control) measures. Sediment controls are designed to
intercept and settle out soil particles that have been detached and transported by the force of
water. This project will incorporate minimum temporary sediment control requirements,
temporary sediment control measures required by the contract documents, and other measures
selected by the contractor. The temporary sediment control BMPs selected are adequate to
prevent a net increase of sediment in storm water discharge relative to pre-construction levels.
-
Sufficient quantities of temporary sediment control materials will be maintained on-site
throughout the duration of the project, to allow implementation of temporary sediment controls in
the event of predicted rain, and for rapid response to failures or emergencies, in conformance
with other Caltrans requirements and as described in this SWPPP. This includes
implementation requirements for active areas and non-active areas before the onset of rain.
Implementation and locations of temporary sediment control BMPs are shown on the Water
Pollution Control Drawings (WPCDs) in Attachment B. The BMP Consideration Checklist in
Attachment C indicates all the BMPs that will be implemented to control sediment on the
construction site, these are:
0 SC-1, Silt Fence
0
0
SC-7, Street Sweeping and Vacuuming
SC-I 0, Storm Drain Inlet Protection
0
0
0
0
Storm Water Pollution Contract No.
500.3.6 Tracking Control
The following BMPs have been selected to reduce sediment tracking from the construction site
onto private or public roads:
0
0
0
SC-7, Street Sweeping and Vacuuming
500.3.7 Wind Erosion Control
The following BMPs have been selected to control dust from the construction site:
0 WE-I, Wind Erosion Control
0
0
500.3.8 Non-Storm Water Control
An inventory of construction activities and potential non-storm water discharges is provided in
Section 5.3.1. The BMP Consideration Checklist in Attachment C and the following list indicates
the BMPs that have been selected to control non-storm water pollution on the construction site.
Implementation and locations of some non-storm water control BMPs are shown on the Water
Pollution Control Drawings (WPCDs) in Attachment B. A narrative description of each BMP
follows:
0
0
0
0
0
0’
0
0
NS-6, Illicit ConnectionAllegal Discharge Detection and Reporting
NS-8, Vehicle and Equipment Cleaning
NS-9, Vehicle and Equipment Fueling
NS-10, Vehicle and Equipment Maintenance
- 500.3.9 Waste Management and Materials Pollution Control
An inventory of construction activities, materials, and wastes is provided in Section 5.3.1.
The BMP Consideration Checklist in Attachment C and the following list indicates the BMPs that
have been selected to handle materials and control construction site waste. A narrative
description of each BMP follows.
0 WM-1, Material Delivery and Storage
0 WM-2, Material Use
0 WM-4, Spill Prevention and Control
0 WM-5, Solid Waste Management
0 WM-9, Sanitary/Septic Waste Management
0
0
0
0
500.4 Water Pollution Control Drawings (WPCDs)
The Water Pollution Control Drawings can be found in Attachment B of the SWPPP.
- 500.5 Construction BMP Maintenance, Inspection and Repair
A program for Maintenance, Inspection and Repair of BMPs is shown in Attachment G.
500.6 Post-Construction Storm Water Management
500.6.1 Post-Construction Control Practices
The following are the post-construction BMPs that are to be used at this construction site after
all construction is complete:
- 500.6.2 OperationlMaintenance after Project Completion
The post-construction BMPs that are described above will be funded and maintained as follows:
Short term funding:
Long term funding:
500.7 Training
Section 300.5 shows the name of the Contractor's Water Pollution Control Manager (WPCM).
This person has received the following training: .
0
0
0
0
The training log showing formal and informal training of various personnel is shown in
Attachment I.
This SWPPP was DreDared bv
- 500.8 List of Subcontractors
All contractors and subcontractors will be notified of the requirement for storm water
management measures during the project. a list of contractors will be maintained and included
in the SWPPP. If subcontractors change during the project, the list will be updated accordingly.
The subcontractor notification letter and log is included in the SWPPP as Attachment J.
500.9 Other Plans/Permits
Attachment N includes copies of other local, state, and federal plans and permits. Following is a
list of the plans and permits included in Attachment N:
0 California Regional Water Quality Control Board Order No. 2000-01, NPDES No.
CAS01 08758, National Pollutant Discharge Elimination System (NPDES) Permit.
0
0
Storm Water Pollution
Contract No.
- Section 600
Monitoring Program and Reports
600.1 Site Inspections
The Contractor will inspect the site prior to a forecast storm, after a rain event that causes runoff
from the construction site, at 24-hour intervals during extended rain events, and as specified in
the project Special Provisions. The results of all inspections and assessments will be
documented and cop8ies of the completed inspection checklists will be maintained with the
SWPPP. Site inspections conducted for monitoring purposes will be performed using the
inspection checklist shown in Attachment H.
The name(s) and contact number(s) of the assigned inspection personnel are listed below:
Assigned inspector: - Contact phone:
600.2 Discharge Reporting
If a discharge occurs or if the project receives a written notice or order from any regulatory
agency, the Contractor will immediately notify the Engineer and will file a written report to the
Engineer within 7 days of the discharge event, notice, or order. Corrective measures will be
implemented immediately following the discharge, notice or order. A sample discharge form is
provided in Attachment K.
.I The report to the Engineer will contain the following items:
0 The date, time, location, nature of operation, and type of unauthorized discharge,
including the cause or nature of the notice or order;
0 The control measures (BMPs) deployed before the discharge event, or prior to receiving
notice or order;
0 The date of deployment and type of control measures (BMPs) deployed after the
discharge event, or after receiving the notice or order, including additional measures
installed or planned to reduce or prevent re-occurrence; and
0 An implementation and maintenance schedule for any affected BMPs.
600.3 Record Keeping and Reports
Records shall be retained for a minimum of three years for the following items:
0 Site inspections
0 Compliance certifications
0 Discharge reports
0 Approved SWPPP document and amendments
Page 17
Attachment A
Vicinity Map (Sample)
STORM WATER POLLUTION
PREVENTION PLAN
FOR
THE CONSTRUCTION ON STATE HIGHWAY 15
IN SAN BERNARDINO COUNTY NEAR BARSTOW
FROM 2.4km NORTH OF POWERLINE ROAD
OVERCROSSING TO WILDWASH BRIDGE
SAMPLE VICINITY MAP
LEGEND: t PROJECT AREA * DISCHARGE POINTS
OFFSITE DRAINAGE AREAS N.T.S. -L~ DISCHARGING ON TO SITE
Caltrans Storm Water Quality Handbooks
SWPPPMlPCP Preparation Manual November 2000 - Vicinity Map
1 of 1
.-
Attach men t
Water Pollution
B
Control Drawings (WPCDs)
INSTRUCTIONS I
m Insert the Water Pollution Control Drawings following this page.
Caltrans Storm Watgr Quality Handbooks SWPPPMlPCP Preparation Manual November 2000 . . &%ww
Water Pollution Control Drawings
1 of 1
- Attachment C
BMP Consideration Checklist
Preservation of Existing Vegetation
Hydraulic Mulch
CONSTRUCTION SITE BMPs
CONSIDERATION CHECKLIST
4 0 00
4(V 0 no
The Contractor shall consider using all BMPs listed hereon. Those BMPs which are not included in the SWPPP
shall be checked as ”Not Used” with a brief statement describing why it is not being used.
All selected BMPs shall be included in the Schedule of Values, except for those items shown on the plans and
Daid for as a seDarate item or work
Geotextiles, Plastic
Covers, & Erosion Control BlanketdMats
Wood Mulching
CHECKIF USED NOT
CHECK IF
REQUIREMENT USED
IF NOT USED, STATE
REASON
MINIMUM REQUIREMENT CONTRACT BMP BMP
No. 12)
0 0 .SI
0 00
4(1)
SS-1 I Scheduling
0
0
Earth DikesIDrainage
Swales & Lined
Ditches
Outlet Protection/
Velocity Dissipation Devices
ss-2
ss-3
-
00
on
I Io IOIOI
SS-4 Hydroseeding I 4(’) Io )U(OI
SS-5 Soil Binders I
SS-6 -
ss-7
SS-8
Straw Mulch
1 remporary Concentrated
Vow Convevance Controls 0 0 o
ss-9
ss-10
ss-I 1 - Slope Drains
(l) The Contractor shall select one of the five measures listed or a combination thereof to achieve
and maintain the contract’s rainy season disturbed soil area (DSA) requirements.
(2) Not all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the Contractor or determined by Caltrans. -
Attachment C
BMP Consideration Checklist
,-
CONSTRUCTION SITE BMPs
CONSIDERATION CHECKLIST
The Contractor shall consider using all BMPs listed hereon. Those BMPs which are not included in the SWPPP
shall be checked as "Not Used" with a brief statement describing why it is not being used.
All selected BMPs shall be included in the Schedule of Values, except for those items shown on the plans and
aaid far as a seaarate item or work
SC-1 Silt Fence r I IOIOI
SC-2 Desilting Basin 0 on
SC-3 Sediment Trap 0 on
SC-4 I Check Dam In 10101
SC-5 Fiber Rolls 0
SC-6 I Gravel Bag Berm I In IOIOI
4 0 00 Street Sweeping and "-' Vacuurnina __~ ~
SC-8 I Sand Bag Barrier I In In101
SC-9 I Straw Bale Barrier I Io IOIUI
Storm Drain Inlet Protection sc-10 I
WE-I I Wind Erosion Control I 4 I I I 0 I
Stabilized Construction
EntrancelExit TC-1 I
Stabilized Construction
Roadwav TC-2 I
0 Entranceloutlet Tire
TC-3 IWash
(*) Not all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the contractor or determined by Caltrans.
Attachment C BMP Consideration Checklist
NS-6
NS-7
CONSTRUCTION SITE BMPs
CONSIDERATION CHECKLIST
Discharge Detection 4 0 no Illicit Connectionllllegal
and Reporting
0 on Potable Water/lrrigation
The Contractor shall consider using all BMPs listed hereon. Those BMPs which are not included in the SWPPP
shall be checked as "not used" with a brief statement describing why it is not being included.
All selected BMPs shall be included in the Schedule of Values, except for those items shown on the plans and
paid for as a separate item or work
CHECK IF CHECK IF
USED
IF IF NOT USED, STATE REASON
MINIMUM REQUIREMENT CONTRACT
(2) REQUIREMENT USED
BMP BMP
No.
llehicle and Equipment 3pera tions
Water Conservation
Practices NS-1 I
on
NS-2 Dewatering Operations
4 Vehicle and Equipment
I IOIOI
0
Paving and Grinding
Operations NS-3 I
"-"
I IoIa
Y
4 0 on Vehicle and Equipment
Maintenance
Temporary Stream Crossing NS-4 I I lolnl I NS-5 Clear Water Diversion I
I Io IC11171 Vehicle and Equipment
Fuelino NS-9 I
(2) Not all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the contractor or determined by Caltrans.
Aftachment C BMP Consideration Checklist
Asphalt Concrete
Stockpiles
Spill Prevention and
Control
Solid Waste
Management
Hazardous Waste Management
Contaminated Soil
Management
Concrete Waste
Management
SanitarylSeptic Waste
Management
Liquid Waste
Management
4
4
4
.-
0 on
0 no
0 00 no a0 nu
0 no
0 on
CONSTRUCTION SITE BMPs
CONSIDERATION CHECKLIST
The Contractor shall consider using all BMPs listed hereon. Those BMPs which are not included in the SWPPP
shall be checked as "not used" with a brief statement describing why it is not being used.
All selected BMPs shall be included in the Schedule of Values, except for those items shown on the plans and
Daid for as a seDarate item or work
Material Delivery and
WM-2 1 Material Use I Io IUIOI
WM-3
WM-4
WM-5
WM-6
WM-7
WM-8
WM-9
JVM- 1 0 -
(2) Not all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the contractor or determined by Caltrans.
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase 11 Reach Ill
SC-7 Street Sweeping and
Vacuuming
Attachment G
The contractor shall use the following guidelines for maintenance, inspection, and repair
At 24-hour intervals during
extended rain events
Daily
of BMPs identified in the SWi
BEST MANAGEMENT I INSPECTION FREQUENCY
I TEMPORARY SEDIMENT Cot
SC-1 Silt Fence I Bi-weekly SC-5 Fiber Rolls I Prior to forecast storm
SC-10 Storm Drain Inlet
Protection After a rain event that
causes runoff from the
construction site
WE-I Wind Erosion Control Daily
I vacuuming
PPMPCP
MAlNTENANCElREPAlR PROGRAM
TION BMPs
rn
rn
Review and update as necessary
Inspect protective fencing and repair or
replace as necessary
FROC D@Ps
Remove, dispose, and replace damaged, deteriorated, or otherwise unsuitable
BMPs
Replace torn gravel bags as required.
Replace tom sections of silt fences
Remove retained sediments before they
reach 113 of the barrier height or Z of the
sediment holding capacity
Clean and dispose of accumulated
sediment deposited in sediment traps
around drainage inlets; re-secure silt
fence as needed
Remove BMPs when no longer needed, as directed by the Engineer
rn
rn
rn
rn
rn
rn
rn Sweep tracked sediment
Inspect site access points daily
L BMPs
rn Maintain water trucks and water
distribution equipment in good order and fix leaks immediately
rn
rn Sweep tracked sediment
Inspect site access points daily
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
H:\Capital Improvement Program\3583 SAHl Phase II -Cannon Rd La Station\Design\SWPPP\SWPPP Attachments.doc
Attachment G Page G-1
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase 11 Reach Ill
The contractor shall use the following guidelines for maintenance, inspection, and repair
of
BEST MANAGEMENT
PRACTICES (BMPs)
NON
NS-1 Water Conservation Practices
NS-3 Paving and Grinding Operations
Discharge Detection and
Reporting
NS-6 Illicit Connectionllllegal
NS-8 Vehicle and Equipment
NS-9 Vehicle and Equipment
NS-10 Vehicle and Equipment
Cleaning
Fueling
Maintenance
WM-1 Material Delivery and
Storage
WM-2 Material Use
WM-3 Asphalt concrete
stockpiles
WM-4 Spill Prevention and
Control
WM-5 Solid Waste Management
WM-6 Hazardous Waste
Management
Management
wM-9 Sanitary/Septic Waste
Management
WM-8 Concrete Waste
WM-10 Liquid Waste Management
3MPs identified in the SWI
INSPECTION FREQUENCY
Weekly
LS
Weekly
Prior to forecast storm
After a rain event that
causes runoff from the
construction site
At 24-hour intervals during
extended rain events
DPNVPCP
MA1 NTE NANC WREPAl R PROGRAM
Inspect site during project execution for
evidence of illicit discharges or illegal
dumping.
Observe site perimeter for evidence or potential of illicitly discharged or illegally dumped material which may enter the job
site.
Notify the Resident Engineer of any illicit
discharges or illegal dumping incidents at
the time of discovery.
Remove, dispose and replace damaged,
deteriorated, or otherwise unsuitable
BMPs
Remove vehicles and/or equipment that
leak.
Replace drip pans or absorbent materials
as needed. Re-stock spill materials.
Remove BMPs when no longer needed, as directed by the Engineer. Repair
slopes/surfaces damaged by BMP
removal
Keep storage areas clean, well
organized, and equipped with ample
clean-up supplies as appropriate for the materials stored
Repair or replace perimeter controls,
containment structures, covers and liners
as needed to maintain proper function
and protection
Properly remove and dispose
accumulated rainwater from containment
facilities
Cover any stockpiles with appropriate mats or covers.
Maintain waste fluid containers in leak
proof condition. Repair or replace dumpsters that leak
Provide timely service and removal to
prevent dumpsters and sanitary facilities from overflowing.
Schedule Refuse Contractor to pick up
waste containers weekly.
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill - H:\Capital Improvement ProgramW583 SAHl Phase II - Carnon Rd LiR Station\Design~SWPPP\SWPPP Atlachments.doc
Attachment G Page G-2
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase 11 Reach Ill
I The contractor shall use the following guidelines for maintenance, inspection, and repair 1
BEST MANAGEMENT INSPECTION FREQUENCY
PRACTICES (BMPs) (All controls)
WM-8 Concrete Waste Weekly
MAINTENANCEIREPAIR PROGRAM
w Remove accumulated debris from ~~ I Management I I concrete washouts. Replace lining and
sandbagsasnecessary
_-
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
H:\Capital Improvement PrcgrarnWSBB SAHl Phase II - Cannon Rd Lifl Station\Design\SWPPP\SWPP Attachments.doc
Attachment G
Page G-3
Storm Water Pollution Prevention Plan (S WPPP)
South Agua Hedionda Interceptor Phase Ill Reach I1
Requirement Yes
Attachment H
No NIA Corrective Action
Storm Water Quality Construction Site Inspection Checklist
ilnspector's Title I
Signature
Date of Inspection
0 Prior to forecast rain
0 24-hr intervals during extended rain
After a rain event
0 Other
lnspection Type (Check Applicable)
i
Season 0 Rainy (Check Applicable) 0 Non-Rainy
Storm Duration (hrs):
3583-2 South Agua Hedionda Interceptor Phase II Reach 111 Attachment H
H \Capital Improvement Pmgram\3583-2 SAHl Phase II Reach 111 - Stabm 1573\5wppp\SWPPP_SAHI R 111 PH II Attachments doc Page H-I
Storm Water Pollution Prevention Plan (SWPP)
South Agua Hedionda Interceptor Phase Ill Reach II
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
H:\Capital Improvement hgramt3583-2 SAHl Phase II Reach Ill -Station 15-73\swppp\SWPPP-SAHI R Ill PH II Attachments.doc
Attachment H Page H-2
Storm Water Poiiution Prevention Pian (S WPPP)
South Agua Hedionda Interceptor Phase Ill Reach 11
~
OTHER REQUIREMENTS
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill Attachment H
ment Prcgram\3583-2 SAHl Phase II Reach 111 -Station 15-73\swppp\SWPPP-SAHI R 111 PH I1 Attachments doc Page H-3
Storm Water Pollution Prevention Plan (S WPPP)
South Agua Hedionda Interceptor Phase Ill Reach I1
of spills, leaks, or any other deleterious material; and stocked with
appropriate clean-up supplies? IIII
re liquid materials, hazardous materials, and hazardous wastes I I I I
bre waste management receptacles filled at or beyond capacity? I I I I
!Location: IIII
!Location: IIII
(/Location: IIII
Location:
Illicit Connectionllllegal Discharge Detection and Reporting
,Is there any evidence of illicit discharges or illegal dumping on the
3583-2 South Agua Hedionda Interceptor Phase I1 Reach Ill
~~
Attachment H
H:\Capital Improvement PrcgramU583-2 SAHl Phase II Reach 111 - Station 1573kwppp\SWPPP_SAHI R 111 PH II Attachments.doc Page H-4
Storm Water Pollution Prevention Plan (SWPPP)
South Agua Hedionda Interceptor Phase Ill Reach I1
I OTHER REQUIREMENTS
Ilf yes, has the Engineer been notified? IIII
[location: IIII I Location: IIII
Location: IIII
/Location: IIII
Discharge Points
Are discharge points and discharge flows free from noticeable
pollutants?
Are discharge points free of any significant erosion or sediment transport?
Location:
[location:
ILocation: IIII
ILocation: I
.-
[Location:
IIII
General
Are there any other potential water pollution control concerns at
the site?
Location:
Location:
ILocation: IIII
ILocation: Ill1
3583-2 South Agua Hedionda Interceptor Phase I1 Reach 111 Attachment H
H:\Capital Improvement Program\3583-2 SAHl Phase II Reach 111 -Station 15-73kwpppEWPPP-SAHI R 111 PH II Attachments.doc Page H-5
Storm Water Pollution Prevention Plan (SWPPP)
3583-2 South Agua Hedionda Interceptor Phase Ill Reach II
Attachment I
Storm Water Management Training Log
Project Name: 3583-2 South Agua Hedionda Interceptor Phase Ill Reach II
Storm Water Management Topic: (check as appropriate)
0 Temporary Soil Stabilization Cl Temporary Sediment Control
0 Wind Erosion Control 0 Tracking Control
Non-storm water
management 0 Waste Management and Materials Pollution
IJ Control
Specific Training
Objective:
Location: Date:
Instructor: Telephone:
.-
Attendee Roster (attach additional forms if necessary)
COMMENTS:
3184 Cannon Road West Reach 2 Segment 2 Attachment I
H:\Capital Improvement pmgramW583-2 SAHl Phase II Reach 111 -Statim 15-73\swppp\SWPPP-SAHI R 111 PH II Attachments.doc Page 1-1
Storm Water Pollution Prevention Plan (SWPP)
3583-2 South Agua Hedionda Interceptor Phase I1 reach Ill
Attachment J
Subcontractor Notification Letter (Sample) and Notification Log
Dear Sir/Madam,
Please be advised that the California State Water Resources Control Board has
adopted the NPDES Statewide Storm Water Permit (Permit) to the State of
California, CA S0108758, Order No. 2001 -01. The goal of the permit is
prevention of discharge of pollutants associated with construction activity from
entering the storm drain system, ground and surface waters.
The City of Carlsbad has developed a Storm Water Pollution Prevention Plan
(SWPPP) in order to implement the requirements of the Permits.
As a subcontractor, you are required to comply with the SWPPP and the Permits
for any work that you perform on site. Any person or group who violates any
condition of the Permits may be subject to substantial penalties in accordance
with state and federal law. You are encouraged to advise each of your
employees working on this project of the requirements of the SWPPP and the
Permits. A copy of the Permits and the SWPPP are available for your review at
the construction office. Please contact me if you have further questions.
Sincerely,
- 3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
H:\Capital Improvement ProgramU583-2 SAHl Phase II Reach 111 -Station 15-73\swppp\SWPPP~SAHI R Ill PH II Attachments.doc Page J-1
Storm Wafer Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase II reach Ill
SUBCONTRACTOR NOTIFICATION LOG
Project Name: 3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
USE ADDITIONAL PAGES AS NECESSARY
3583-2 South Agua Hedionda Interceptor Phase II Reach 111
H:\Capital Improvement Program\3583-2 SAHl Phase II Reach 111 - Station 15-73\swppp\SWPPP-SAHl R 111 PH II Attachments.doc Page J-2
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase I1 Reach Ill
Attachment K
Notice of Discharge, Written Notice, or Order
To: Date: Insert Date
Subject: Notice of Discharge
Project Name: 3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
In accordance with the City of Carlsbad NPDES Statewide Permit for Storm
Water Discharges Associated with Construction Activity, the following
instance of discharge is noted:
Date, time, and location of discharge
Insert description and date of event
Nature of the operation that caused the discharge
insert description of operation
Initial assessment of any impact cause by the discharge
insert assessment
Existing BMP(s) in place prior to discharge event
list BMPs in place
Date of deployment and type of BMPs deployed after the discharge.
BMPs deployed after the discharge (with dates)
Steps taken or planned to reduce, eliminate and/or prevent recurrence of
the discharge
insert steps taken to prevent recurrence
Implementation and maintenance schedule for any affected BMPs
insert implementation and maintenance schedule
If further information or a modification to the above schedule is required, notifL
the contact person below.
Name of Contact Person Title
Company Telephone Number
Signature Date
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
H:\Capital Improvement Program\3583-2 SAHl Phase I1 Reach 111 - Station 15-73\swppp\SWPPP-SAHI R Ill PH II Attachmenkdoc
Attachment K
Page K-I
Storm Water Pollution Prevention Plan (SWPP)
3583-2 South Agua Hedionda Interceptor Phase I1 Reach 111
Attachment L
Storm Water Pollution Prevention Plan (SWPPP)
and Monitoring Program
Checklist
CONSTRUCTION PROJECT: 3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
CONTRACTOR:
~ ~
100.2 Related Permit Conditions
200 SWPPP Amendments
Bodv of SWPPP
500.1 Objectives
500.2 Vicinity Map (narrative or graphic)
ir T I site Derirneter
1500.2
500.2 + 500.3
I 500.4
1500.4
3583-2 South Agua Hedionda Interceptor Phase II Reach 111 Attachment L
H.\Capital Improvement Program\3583-2 SAHl Phase II Reach HI - Stabon 15-?3\5wppp\SWPPP-SAHI R 111 PH II Attachments doc Page L-I
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
Attach. F
300.3
300.5
.-
Copy of the NOC
Construction activity schedule
Contact information
I= 500.3.8
500.3.8
500.3.9
1500.3.9
500.3.9
500.3.8, & 500.3.9
ITEM COMMENTS
stored, disposed, spilled or leaked on site
BMPs that minimize contact of contaminants I
construction materials, equipment, vehicles,
___
Post Consfrucfion BMPs II
Listing or Description of Post-construction
BMPs 500.6.1
The SWPPP shall include: I
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill Attachment L
H.\Capital Improvement Rogramt3583-2 SAHl Phase II Reach 111 - Statlon 15-73kwppp\SWPPP-SAHI R 111 PH II Attachments.doc Page L-2
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase I1 Reach Ill
CHECK IF ADDRESSED NIA IF NOT
APPLICABLE
SWPPP
Section
500.3.4
I 500.3.9 I 500.3.8 &
500.6.1 + 500.6.2
500.5
300.5, 600.1
600.1, Attach. H * 500.7
ITEM COMMENTS ,
BMPs, corrective action, inspector’s name,
ADDRESSED
NIA IF NOT
APPLICABLE
swppp 1 ITEM Section COMMENTS
I I 600.1 I Description of Site Inspection Plans I I I
3583-2 South Agua Hedionda Interceptor Phase It Reach Ill Attachment L
H:\CaDital lmorovernenl Proaram\3583-2 SAHl Phase II Reach 111 - Station lb73kwppp\SWPPP_SAHI R 111 PH II Attachrnents.doc Page L-3
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
SECTION C: STANDARD PROVISIONS FOR CONSTRUCTION ACTIVITIES I
3583-2 South Agua Hedionda Interceptor Phase II Reach 111 Attachment L
H:\Capital Improvement PmgramU583-2 SAHl Phase II Reach Ill -Station 15-73\swppp\SWPPP-SAHI R 111 PH II Attachments.doc Page L-4
Storm Water Pollution Prevention Plan (SWPPP)
3583-2 South Agua Hedionda Interceptor Phase 11 Reach 111
Attachment M
Annual Certification of Compliance for the Construction Contractor
Project Name:
Contractor Company Name:
Contractor Address:
Construction Start Date:
Description of Work:
Work Now in Progress:
Work Planned for Next 12 Months: -
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
Completion Date:
Road Construction
Surcharge fill
Road construction I
"I certify under penalty of law that this document and all attachments were
prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is,
true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for
knowing violations."
Contractor Signature: Date:
3583-2 South Agua Hedionda Interceptor Phase II Reach Ill
H:\Capital Improvement Prcgram\3583-2 SAHl Phase II Reach 111 -Station 15-7315wppp\SWPPP-SAHI R Ill PH II Attachments.doc
Attachment M
Page M-1
Storm Water Pollution Prevention Plan (S WPPP)
3583-2 South Agua Hedionda Interceptor Phase 11 Reach Ill
..- Approval by the City for the
Annual Certification of Compliance
Findings
1, and/or personnel acting under my direction and supervision, have inspected the
project site and the work described above and find as follows:
1. 0 YES 0 NO Storm water pollution control measures are being implemented in
accordance with the SWPPP approved for the project.
2. 0 YES 0 NO
California Water Quality Control Board San Diego Region Order no. 2001-01 NPDES
No. CAS01 08758.
The project site and activities thereon are in compliance with the
When both 1 and 2 above are checked ,yes", the resident engineer must complete the
annual certification below.
If either 1 or 2 above are checked "no", the resident engineer must:
File a notice of non-compliance within 30 days of identification of the
noncompliance; Document follow up actions below;
w Notify the contractor; and
Initiate corrective actions in accordance with the contract.
City Follow up Actions:
I certi& under penalty of law that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and
imprisonment for knowing violations.
CERTIFICATION BY CITY
Engineer's Name and Signature ' Date
3583-2 South Agua Hedionda Interceptor Phase II Reach 111 Attachment M
H:\CaDital Improvement Pmqram\3583-2 SAHl Phase II Reach 111. Station 15-73\swppp\SWPPP_SAHI R 111 PH II Attachments.doc Page M-2
Appendix C
Right-of-Entry Agreement (Staging Area)
LICENSE AGREEMENT
FOR ENTRY ONTO PROPERTY
This License Agreement for Entry onto Property (this "Agreement") is made as of
and between Archstone-Smith Operating Trust, a Maryland Real Estate
and City of Carlsbad, a municipal corporation ("Licensee").
RECITALS
A. Licensor is the owner of certain real property located in the City of Carlsbad,
State of California, which property is more particularly described and shown on Exhibits "A
and "B" attached hereto (the "Property"). The Property is shown as Lot 162 of Carlsbad Tract
NO. 97-16A.
B. Licensee desires to enter onto the Property for the purpose of facilitating the
construction of the Cannon Road Lift Station. Uses shall be a location for field offices for the City
and the City's representatives and storage of construction materials and equipment as required
for the construction of the lift station (the 'Work"), and Licensor desires to grant a license to
Licensee for such purpose.
AGREEMENT
NOW, THEREFORE, the parties hereto agree as follows:
- I. Riaht to Enter Property. Subject to the terms of this Agreement, Licensor hereby
grants to Licensee and its agents, employees, consultants, contractors, invitees and licensees
(collectively, its "Representatives"), a nonexclusive, revocable license and permission to enter
upon the Property during the Term of this Agreement for the purpose of performing the Work.
Licensee and its Representatives may enter the Property at all times during the Term (defined
below).
2. Term. The right of entry granted hereunder shall be valid only for the
period commencing at the execution of this agreement and terminating 24 months thereafter
(collectively, the "Term").
3. Conduct of Work
(a) General. Any Work performed for or by Licensee hereunder shall be at the
sole cost and expense of Licensee. Licensee and its Representatives shall not interfere with any
use of the Property or operations conducted thereon by Licensor, and shall carry out its Work on
the Property in such a manner as to cause as little disturbance as reasonably possible to the
Property and improvements thereon. All Work performed by Licensee and its Representatives
on the Property shall be performed in a good and workmanlike manner. Licensee shall not alter,
damage the Property of any improvement, equipment or personal property located thereon and
shall, at its own cost and expense, promptly repair any damage to the Property caused by the
Work or the entry onto the Property. Licensee shall keep the Property free and clear of any
mechanic's or materialmen's liens arising out of the Work or any such entry. Licensor or any
authorized representative, employee, agent or independent contractor of Licensor shall be
entitled to accompany Licensee and its Representatives during any entry upon the Property.
I.
(b) Entry Onto Surrounding Areas Strictly Prohibited. Entry to the Property shall
be made only by way of Hemingway Drive, a public right-of-way. Licensee acknowledges that
Licensee and each of its Representatives are strictly prohibited from entering onto the area
surrounding the Property. Licensee shall specifically ensure that no Representative enters onto
any area other than the Property, including without limitation, any property designated open
space or wetlands area. In the case of any entry by Licensee or any Representative in violation
of this Section 3(b), Licensee shall fully indemnify Licensor in accordance with Section 5 below
for any loss occurring during the Term of this Agreement.
-_
4. Compliance With Laws. All entry and Work upon the Property by Licensee and its
Representatives shall be in compliance with all applicable laws and regulations, and Licensee
shall be solely responsible for obtaining any permit and license required by all applicable laws
and regulations. While on the Property, Licensee shall comply with, and cause all of its
Representatives to comply with, such permits and licenses and with all applicable laws and
governmental regulations. Licensee shall comply with, and shall cause all of its Representatives
to protect the Property and adjacent properties by providing adequate erosion control consistent
with laws and regulations that would apply to Licensor if Licensor was performing work.
5. Indemnification. Licensee agrees to indemnify and hold harmless the Licensor
and its agents, employees, officers, directors, shareholders, members, affiliates and the
Property from and against all claims, damages, losses and expenses including attorneys' fees
arising out of (i) Licensee's failure to comply with the provisions of Sections 3(b) and 4 herein,
and (ii) the performance of the Work or (iii) the negligent acts or omissions of the Licensee, its
Representatives or anyone directly employed by any of them, or anyone for whose acts any of
them may be liable in connection with the exercise of the rights granted herein. -.
6. Insurance. Without limiting Licensee's indemnity obligation under Section 5 above,
Licensee, at its sole cost and expense, shall obtain prior to entering onto the Property and shall
maintain during the period of any entry or Work thereon, a policy or policies of commercial
general liability insurance with respect to the Property and the activities of or on behalf of
Licensee and its Representatives on or abdut the Property in the amount of not less than One
Million Dollars ($1,000,000) combined single limit bodily injury, death and property damage
liability per occurrence.
Notwithstanding any other provision of this License, Licensee may self-insure for any risk set
forth in this Section 6 in the manner and to the extent that Licensee self-insures for similar risks
with respect to its operations, equipment, and property. The manner in which such self-
insurance is provided and the extent of such self-insurance shall be set forth in acertificate of
Self-Insurance, delivered to Licensor and signed by an authorized representative of Licensee
which fully describes the self-insurance program and how the program covers the risks set forth
in this Section 6. Insurance provided by a joint powers agency insurance pool shall be
considered self-insurance for the purposes of this Section. If, at any time during the term of this
Agreement, Licensee elects not to self-insure, Licensee shall comply with all applicable
provisions of this Section 6 to the extent that Licensee does not so self-insure. Prior to any
entry onto the Property by Licensee or any Representative, Licensee or any Representative
shall (a) deliver to Licensor, at the address set forth below, certificates of such insurance naming
Licensor as an additional insured, and (b) provide reasonable proof that Licensee and its
compensation insurance upon request. Licensee acknowledges that the right of entry granted in
- agents, employees, consultants and contractors are covered by statutory worker's
this Agreement is expressly conditioned on Licensee's maintenance of the insurance policies
described in this Section 6. If Licensee receives notice that such policies will be canceled or
modified in accordance with clause (a) above, Licensee shall obtain the policies described
herein from an alternative insyrer prior to such cancellation or modification. All certificates and
notifications to Licensor hereunder shall be addressed to Kirk C. Roloff, Archstone
Communities, One Spectrum Pointe Drive, Suite 225, Lake Forest, California 92630.
-
7. Assignability. Licensee shall not voluntarily or by operation of law assign or
transfer any rights, interests or obligations under this Agreement without Licensor's express
prior written consent.
Restoration. Prior to the expiration of the Term or upon any earlier termination of
this Agreement, Licensee shall remove all equipment and personal property therefrom not
belonging to Licensor, and leave the Property in the condition that existed prior to
commencement of the Work.
8.
9. Amendment of License Agreement. The parties may, by mutual written
agreement, amend this License Agreement.
IO. Notices of Revocation of License. Licensor will provide Licensee with a minimum
of forty-five (45) days prior written notice of Licensor's revocation of this License during the term
of this Agreement.
11. Service of Notice. All notices required to be given to either party by the other
party shall be in writing and shall be deemed served when delivered by hand or by Federal
Express or similar service to that party's ( or its designee), address as set forth below:
_I
If to the CitylLicensee:
City Engineer
CITY OF CARLSBAD
1635 Faraday Avenue
Carlsbad, CA 92008
If to the Licensor:
John Luedtke, Group Vice President
Kirk C. Roloff, Vice President
1 Spectrum Pointe Drive, Suite 225
Lake Forest, CA 92630
ARCHSTONE-SMITH OPERATING TRUST
13. No Third Party Beneficiaries. This Agreement shall not be deemed to confer any
rights upon any individual or entity which is not a party hereto, and the parties hereto expressly
disclaim any such third-party benefit.
Ill
Ill
_-
Ill
14. Counterparts. This Agreement may be executed in counterparts, each of which
shall be deemed an original and all of which together shall constitute' one and the same
instrument.
IN WITNESS WHEREOF, the parties hereto have executed this License Agreement for
Entry onto Property as of the day and year first above written.
" L I C E N SO R' "LICENSE E"
T. CITY OF CARLSBAD, a municipal
corporation
By:
Gud PWm, C/T.
[Print Name and Title]
EXHIBIT “A”
LOT 162 OF CARLSBAD TRACT NO. 97-16A, KELLY RANCH CORE, IN THE CITY OF -
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP THEREOF 14340, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, CALIFORNIA, ON FEBRUARY 1,2002
^-
I
?
‘1
lL a,
0