Montebello Filtration Plant 1-electrical PIP COORDINATE FUEL PIPE LOCATION WITH BURIED DUCTBANKS...

Montebello Filtration Plant 1-electricalMontebello Filtration Plant 1-electricalCategory: Water and Sewage Treatment Plants Project ID #: 1002388447Street Address: 3501 Hillen Rd Baltimore MD Confirmed Value $12,083,000.00County: Baltimore City Stage: Low Bids AnnouncedBid Date: 12/23/2015 , 11:00 AMArchitect:Documents Available: Plans, Specs, Addenda available in

InsightPlans available from City of Baltimore - Department of PublicWorks

Last Update: 1/20/2016 Whiting-Turner Contracting Company was added as a bidder

Personal NotesPersonal NotesUserUser NoteNote UpdateUpdate

DateDatePrivate?Private?

Adam Sweet 6KGAL FUEL AST 4/12/2016 FalseAdam Sweet 1/20/2016 Whiting-Turner Contracting Company was added as LOW bidder 4/7/2016 FalseAdam Sweet From Dave's Tab: 6k AST 4/6/2016 False

NotesNotes

Scope Water Treatment,Sewage Treatment Montebello Filtration Plant 1 Improvements-ElectricalDistribution

Notes 1. Plans Available On Or About 10/16/2015 2. Pre-Bid Conference 11/05/2015 10:30 AM 3. Pre-BidConference Location = at the Montebello Pumping Maintenance Facility, 3501 Hillen Road, Baltimore,MD 21218 4. 27% Set Aside For MBE 5. 8% Set Aside For WBE

Contract Conditions Prequalified Bidders Only

Details [Division 2]: Building Demolition, Hazardous Material Abatement, Paving & Surfacing, Water Systems.[Division 4]: Concrete Unit Masonry. [Division 5]: Structural Steel, Ornamental Metals. [Division 8]:Metal Doors, Hardware. [Division 9]: Painting. [Division 10]: Interior Signs, Lockers, Partitions,Operable Partitions. [Division 11]: Parking Control Equipment, Fluid Waste Treatment/DisposalEquipment. [Division 12]: Window Treatment. [Division 14]: Elevators, Material Handling Systems.[Division 15]: Fire Protection Systems, Water Heaters, Boilers, Air Handling, Ductwork. [Division 16]:Service/Distribution, Interior Lighting, Exterior Lighting, Emergency Lighting, Standby PowerGenerator Systems, Lightning Protection Systems, Alarm & Detection Systems.

Additional DetailsAdditional DetailsListed On: 10/15/2015 Floor Area:Contract Type: Construction Management,

Design/Build, General contract, ProjectManagement

Work Type: Alteration

Stage Comments 1: Low Bids Announced Floors Below Grade:Stage Comments 2: BIDS: 12/23/2015, 11:00 AM Owner Type: CityBid Date: 12/23/2015 Mandatory Pre Bid Conference:Invitation #: WC 1190 Commence Date: 1/1/2016Structures: 1 Completion Date:Single Trade Project: Electrical Contractor Site Area:Floors: LEED Certification Intent: UnknownParent Project ID: Units:Parking Spaces:

Project ParticipantsProject ParticipantsCompany RoleCompany Role Company NameCompany Name ContactContact

NameNameAddressAddress PhonePhone EmailEmail FaxFax

Civil Engineer,Consultant, ElectricalEngineer

Shah and Associates 416 North FrederickAve , Gaithersburg,MD 20877

(301) 926-2797

[email protected] (301) 926-6849

Electrical Engineer,Engineer

Whitman, Requardt &Associates LLP -Baltimore

801 S. Caroline St. ,Baltimore, MD 21231

(410) 235-3450

(410) 243-5716

Owner City of Baltimore -Department of Public

600 Abel WolmanMunicipal Building ,

(410) 396-3310

[email protected]

(410) 539-6119

Report Date: 11/15/2016 11:17:27 AM © 2016 ConstructConnect. All Rights Reserved. of 2

Department of PublicWorks

Municipal Building ,Baltimore, MD 21202

3310 recity.gov 6119

Civil Engineer,Consultant, ElectricalEngineer

Shah and Associates KanaiyalalShah

416 North FrederickAve , Gaithersburg,MD 20877

(301) 926-2797

[email protected] (301) 926-6849

Civil Engineer Carroll Engineering,Inc

KevinMerriman

215 Schiling Cir. Ste.102, Hunt Valley, MD21031

(410) 785-7423

[email protected]

(410) 771-1313

Civil Engineer,Electrical Engineer

Phoenix EngineeringInc.

Kevin Walker 309 InternationalCircle Suite 130, HuntValley, MD 21030

(410) 329-1150

(410) 329-1110

Electrical Engineer,Engineer

Whitman, Requardt &Associates LLP -Baltimore

Padraic Gray 801 S. Caroline St. ,Baltimore, MD 21231

(410) 235-3450

[email protected]

(410) 243-5716

Owner Baltimore CityComptrollers

Rudolph SChow

100 N. Holliday St. ,Baltimore, MD 21202

(410) 396-4755

(410) 539-0647

BiddersBiddersCompanyCompanyNameName

AddedAddedDateDate

AddressAddress PhonePhone EmailEmail Bidding RoleBidding Role BidBidRankRank

Bid ValueBid Value FaxFaxNumberNumber

W.M. SchlosserCo. Inc. - MainOffice

10/24/2015

2400 51st Pl. ,Hyattsville, MD20781

(301) 773-1300

[email protected]

ElectricalContractor

2 $13,688,000.00

(301) 773-9263

Whiting-Turner -Baltimore(Headquarters)

1/20/2016

300 E. Joppa Rd. ,Baltimore, MD21286

(410) 821-1100


1 $12,083,000.00

(888) 864-5769

Enterprise ElectricCompany

10/24/2015

4204 ShannonDrive , Baltimore,MD 21213

(410) 488-8200


3 $14,243,830.00

(410) 488-6639

ContractsContractsClassificationClassification ConditionsConditions BondingBonding Bid DateBid Date Bids ToBids To Bid TypeBid TypeElectrical Contractor 12/23/2015 Prequalified BiddersGeneral Contractor Bid:2%,Perf:100%,Pay

:100%12/23/2015 Owner Prequalified Bidders

HistoryHistoryUserUser ViewedViewed First Viewed DateFirst Viewed Date Currently Tracked?Currently Tracked? Date TrackedDate TrackedAdam Sweet True 11/8/2015 True 4/6/2016

Report Date: 11/15/2016 11:17:27 AM © 2016 ConstructConnect. All Rights Reserved. of 2

a• s*1 • 11 •a •J3ÜJ 311J

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3.

4.

GENERAL NOTESTHE EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE IN ACCORDANCE WITH THE BEST INFORMATION FROM AVAILABLE RECORDS FOR THE INFORMATION OF THE CONTRACTOR. THE CONTRACTOR SHALL DIG "TEST PITS” WITH CAUTION TO VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. ALL RESULTS SHALL BE IMMEDIATELY SUBMITTED TO THE ENGINEER. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL UTILITIES DURING EXCAVATION. ANY UTILITY THAT IS DAMAGED MUST BE RESTORED TO ITS ORIGINAL CONDITION AT THE EXPENSE OF THE CONTRACTOR.

ALL INFORMATION ON FUEL SYSTEM INCLUDING BUT NOT LIMITED TO THE FILL STATION, FUEL OIL STORAGE TANK, FUEL PIPING, FUEL SYSTEM CONTROLS, AND FUEL POLISHING SYSTEM ARE SPECIFIED IN SECTION 23 13 23.

THE CONTRACTOR SHALL NOT DAMAGE THE EXISTING LANDSCAPING IN AND ADJACENT TO THE WORKING LIMITS OF THIS PROJECT.

PAVING AND WALKWAYS DAMAGED DURING CONSTRUCTION SHALL BE SAW CUT AND PATCHED TO MATCH EXISTING MATERIALS AND THICKNESS IN ACCORDANCE WITH BALTIMORE CITY STANDARD SPECIFICATIONS.

SOME FEATURES OF THE SYSTEM ARE OMITTED ON THIS PLAN FOR CLARITY. SEE DRAWING M 0 0 -5 0 1 , 1 0 0 -1 0 2 , AND 100-201 AND SPECIFICATION SECTION 23 11 23 FOR MORE DETAIL.

SOIL EROSION AND SEDIMENT CONTROL1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE STATE OF

MARYLAND AND BALTIMORE CITY SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

REVISIONSNO. DESCRIPTION DATE BY

©CONSTRUCTION NOTES

© THE CONTRACTOR SHALL GRADE THE SITE AS NECESSARY TO MATCH EXISTING GRADE.

© MAINTAIN 5 FT CLEARANCE BETWEEN FILL STATION AND ROAD PER NFPA 30 , 17.6.1.

(7) FUEL POLISHING SYSTEM (SHOWN SCHEMATICALLY). SEE DETAIL ON M 0 0 -5 0 1 FOR MORE DETAIL.

1 ) THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW ABOVE GROUND, 6 0 0 0 GALLON FUEL OIL STORAGE TANK WITH SAFETY STAIRS AND PLATFORM. CLEARANCES BETWEEN TANK AND ANY EXISTING STRUCTURE SHALL BE FIVE FEET MINIMUM. ANCHOR THE TANK AND STAIRS TO THE CONCRETE PAD AS PER FUEL OIL STORAGE TANK MANUFACTURER’S INSTRUCTIONS.

( ? ) FUEL PIPING SHALL BE PER SPECIFICATION SECTION 23 13 23 . PIPE DIAMETER SHALL BE AS SHOWN OR AS REQUIRED BY THEw GENERATOR AND DAYTANK. THE ROUTING OF FUEL PIPING SHALL BE SELECTED BY THE CONTRACTOR TO MINIMIZE THE NUMBER

OF FITTINGS AS WELL AS THE TOTAL LENGTH OF RUN. CONTRACTOR SHALL SUBMIT PIPING LAYOUT PLAN. PIPING SHALL BE DIRECT BURIED UNLESS OTHERWISE NOTED.

( 7 ) THE CONTRACTOR SHALL PROVIDE LOCKABLE STAINLESS S ltE L FILL STATION BY SAME MANUFACTURER AS FUEL OIL STORAGE TANK. FILL STATION DIMENSIONS SHALL BE 6 4 ”x43”X24”. FILL STATION SHALL BE MOUNTED ON CONCRETE PAD AT GRADE SIZED PER FILL STATION MANUFACTURER’S RECOMMENDED DIMENSIONS. FILL STATION SHALL BE MOUNTED ON CONCRETE PAD PER MANUFACTURER’S RECOMMENDATIONS.

( ? ) FUEL SYSTEM CONTROL PANEL SHALL BE MOUNTED ON f THICK STAINLESS STEEL BACKING PLATE WHICH IS BOLTED TO TWO CHANNEL SUPPORT POSTS SEE DETAIL 1 ON M 00 -5 0 1 FOR CHANNEL SUPPORT POST.

THE CONTRACTOR SHALL GROUND THE FUEL OIL STORAGE TANK AS INDICATED IN DETAIL ON SHEET M 0 0 -5 0 1 .

4 iFUEL SYSTEM CONTROL PANEL

QDAY TANK

UNISTRUT PIPE SUPPORT (TYP) SEE DETAIL 1 ON M 0 0 -5 0 1 G ©

6000 GALLON FUEL OILSTORAGE TANK

mSAFEPr s ta ir s

'^ C O N C R E T E PAD

2 ” FUEL OIL SUPPLY PIP

COORDINATE FUEL PIPE LOCATION WITH BURIED DUCTBANKS

13.2 KVA SWITCHGEAR ENCLOSURE

(TYP OF 9 ) COORDINATE LOCATION WITH BURIED DUCTBANKS SEE DETAIL 2 ON S 0 0 -0 0 1

FUEL TANK INSTALLATION SITE PUNSCALE: 3 /1 6 ”= 1 - 0 ”

Whitman, Requardi & Associates, LLP801 South Caroline Street, Baltimore, Maryland 21231

?s/o n a l£

W. WAGNER No. 19541

PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYUND, LICENSE NO. 1 9 5 4 1 _ _ _ _ _ _ , EXPIRATION DATE 2 /1 3 /2 0 1 6 -

CITY OF BALTIMOREDEPARTMENT OF PUBLIC WORKS

OFFICE OF ENGINEERING Sc CONSTRUCTION

WATER CONTRACT 1190

MONTEBELLO PLANT 1 IMPROVEMENTS ELECTRICAL DISTRIBUTION

FUEL TANK INSTALLATION SITE PLAN

SCALE: 3 / 1 6 ”—1’—0" DATE: AUGUST 2015

DRAWING: M 0 0 -2 0 1 SHEET 34 OF 138

N:\70796-001\CADD\Phase A - Electoral DisWbu«on\7D796001MOO-201 .dwg Oct 15, 2015 - 2:28pm

FILE REF. W.W.D.

WATER CONTRACT NO. 1190

SECTION 23 13 23

FACILITY ABOVE GROUND FUEL-OIL STORAGE TANK

PART 1 - GENERAL

1.01 DESCRIPTION

A. This section included the requirement to provide all equipment related to the füel-oil system, including but not limited to the above ground fuel-oil storage tank, remote fuel fill station, fuel polishing system, fuel supply pumps, fuel-oil and vent piping, controls and appurtenances as indicated on the Contract Drawings.

1.02 REFERENCE STANDARDS

A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date.

B. All reference amendments adopted prior to the effective date o f this Contract shall be applicable to this Project.

C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references:

1. NFPA 30 - Flammable and Combustible Liquids Code.

2. NFPA 30A - Motor Fueling Dispensing Facilities & Repair Garages

3. NFPA 31 - Installation o f Oil Burning Equipment.

4. NFPA 37 - Installation and Use of Stationary Combustion Engines and Turbines.

5. NFPA 70 - National Electric Code.

6. NFPA 99 - Standard for Healthcare Facilities.

7. NFPA 110 - Standard for Emergency and Standby Power Systems

8. UL 508A - The UL Safety Standard for Industrial Control Equipment.

9. IFC 2012 - Chapter 57 Flammable and Combustible Liquids

10. IFC 2012 - Chapter 6 Building Sendees and Systems

23 13 23-1FACILITY ABOVE GROUND FUEL-OIL STORAGE TANK


11. IFC 2012 - Chapter 23 Motor Fueling Dispensing Facilities & Repair Garages

12. PEI / RP 200 - 08 Recommended Practices for Installation o f ASTs

13. ASTM A36 - Standard Specification for Carbon Structural Steel

14. ASTM A53 - Specification for Pipe, Steel, Black/Hot Dipped, Zinc Coated, Welded, SS

15. All applicable state and local requirements.

1.03 SUBMITTALS

A. Submit the following Shop Drawings in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1. Catalog cuts and manufacturer’s brochures on all equipment

2. Shop drawings showing outline dimensions, locations and details o f all fittings, connections and accessories.

3. Submit electrical connections/wiring diagrams for all electrical items.

B. Submit Operation and Maintenance Manuals for the Fuel Storage Tank and FuelTank Filling Station, as specified in Section 01 33 00 SUBMITTALPROCEDURES.

C. Submit a Manufacturer’s Certificate for Fuel Storage Tank in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.04 GENERAL NOTES

A. It is to be noted that in the relatively small piping systems, the Drawings do not necessarily show all fittings, offsets, unions, hangers, supports, etc. All such items shall be furnished and installed, however, as required for complete and satisfactory installation o f the equipment shown.

B. All fittings shall be o f the type indicated on the Drawings unless otherwise specified.

C. Nipples shall be extra heavy and of same material as piping system in which they are installed. Close nipples are not acceptable.

D. Malleable iron ground joint unions, brass to iron seat, o f approved make, shall be used on all connections, up to and including 3-inch in diameter, to risers, appliances and equipment. Flanged connections shall be used for piping larger



than 3-inches. Wherever the sizes o f pipe are reduced, the fittings shall be made to suit these changes without the use o f bushings.

E. All flanges shall come fairly face to face, the pipe in perfect line, the pipes shall not be sprung to make a joint. Gaskets for flanged joints shall be as specified under "Joints". All joints shall be neatly made and with great care.

F. Where screwed fittings are required for equipment connections, provide black malleable iron type fitting per ANSI B16.3, Class 125. Provide Teflon tape at all threaded connections.

G. Where flanged fittings are required for equipment connections, provide flanges per ANSI B16.5, Class 150, with gaskets fully suitable for contact with #2 Diesel Fuel.

1.05 DELIVERY, STORAGE AND HANDLING

A. Prior to unloading o f equipment the Contractor shall inspect tanks for any defects or damages incurred during manufacturing and/or shipment, and upon completion o f an inspection, a check list o f any claims for damage shall be filed immediately with the delivery carrier. The Contractor shall notify the City o f these inspection results.

B. The Contractor shall follow manufacturer’s instructions in storage and handling of the storage tank to avoid dents, damage and deterioration.

1.06 QUALITY ASSURANCE

A. Manufacturer: Equipment, controls and all fuel oil devices apart from the day tank and its appurtenances, shall be provided by a single supplier to ensure a complete functional and coordinated system with single source responsibility. Supplier shall give guidance to equipment and device installation and shall complete all programming, commissioning and owner training. The supplier shall be a firm with 5 years o f documented experience in the installation of emergency fuel systems.

B. The tank, filling station, and all appurtenances specified herein shall be supplied and warranted by a single supplier, the tank manufacturer, who shall be solely responsible for providing this equipment.

C. Installer: Company specializing in performing the work of this Section with minimum three (3) years documented experience.



PART 2 - PRODUCTS

2.01 ABOVE GROUND FUEL-OIL STORAGE TANK

A. Provide the rectangular ConVault Aboveground Tank system, or equal, constructed and listed in accordance with Underwriters Laboratories, Inc. (UL) Standard 2085, Protected Aboveground Storage Tanks for Flammable and Combustible Liquids. The tank system shall be listed for ballistics protection in accordance with UL Standard 752, levels 5, 6, and 8.

B. The tank system must comply with all provisions of: 1) UFC 79-7, Appendix A- II-F, for both Vehicle Impact Protection and Projectile Resistance; 2) NFPA 30 and 30A; 3) ÏFC Chapter 3; and 4) IFC Chapter 57.

C. The tank system shall be tested, certified and approved for Vapor Recovery by the State of California Air Resource Board (CARB) under Executive Order VR-302- B Standing Loss Control Recovery System for New Installations of Aboveground Storage Tanks effective 11/30/09.

D. The tank shall be warranted by the manufacturer against defects in material or workmanship for 30 years following the delivery. Warranties that limit such coverage for defects to shorter periods will not be permitted.

E. Tank: The tank shall be o f double wall construction and provide secondary containment o f the primary storage tank contents by an impervious steel outer wall. The tank shall be rectangular in shape and listed per UL Standard 142 and designed for possible future relocation. Welds shall be continuous on all sides and exterior seams, conforming to the American Welding Society Standard for continuous weld. The primary steel tank shall be pressure tested at 5 psig for a minimum of 24 hours. All openings shall be from the top only. The tank shall be supplied with emergency vents for the primary and secondary tanks.

F. Secondary Containment: The interstitial monitoring area between the primary and secondary tanks shall be a true void, insuring reliability for testing and migration o f any liquid contents to the monitoring point. Designs incorporating insulation or other material in the secondary containment area will not be permitted. The secondary containment must be tested for tightness at the manufacturing plant and in the field before commissioning and use as may be required by local jurisdiction and code.

G. Concrete Encasement: A vaulted concrete enclosure shall encase and protectboth the primary and secondary containment steel tanks. The concrete encasement shall be 6” thick with minimum design strength of 4000 psi. The concrete design shall include the following for long-term durability: air entrainment, water-reducing admixture, and steel reinforcement. Concrete placement shall be a visually verifiable monolithic (seamless) pour to ensure the



absence of voids on all sides and beneath the steel tank. Secondary containment comprised of an exposed outer steel jacket will not be permitted.

H. The vault enclosure shall have concrete support legs of unitized monolithic construction raising the concrete enclosure a minimum of 3” above the ground to meet visual inspection requirements. A mid-level seam or other cold joint construction which could compromise the liquid tightness (secondary containment) and fire protection capability o f the vault is not permitted.

I. High Explosive (HE) Blast Resistance: The tank system design shall have been subjected to a Blast Effects Analysis (BEA) assessing resistance and performance under the following blast threat scenarios per the FEMA 426 - Reference Manual to Mitigate Potential Terrorist Attacks Against Buildings: 1) a 50-pound man- portable improvised explosive device (MPIED) at the standoff distance o f 5 ft. ; 2) a 500-pound vehicle-born improvised explosive device (VBIED) at the standoff distance o f 20 ft.; and 3) a vapor cloud explosion (VCE) with a load of10 psi.

J. The BEA shall conclude that the tank system will resist the explosion loads andremain intact, without failure o f the primary tank or movement o f the tank exceeding 2”. The engineering consultants performing the BEA shall be a nationally recognized firm offering comprehensive sendees related to blast and impact effects analysis, explosive safety design, vulnerability assessments and threat mitigation.

K. Fire Resistance: The tank system shall be designed and tested to provide 2 hourfire protection for the primary tank as per UL 2085 2-hour furnace fire test and 2 hour simulated pool fire test. The average maximum rise in temperature o f the primary tank during the test shall not exceed 260° F and the maximum temperature o f any single point on the primary tank shall not exceed 400° F.

L. Corrosion Protection: All steel exterior to the concrete encasement shall be antioxidant powder coated to inhibit corrosion and meet ASTM B 117.

M. Tank Foundation: Above ground fuel-oil storage tank foundation shall meet allrequirements listing in NFPA 30. Provide anchoring of fuel tank as required by NFPA 30 and manufacturer's recommendations.

N. Leak Monitoring: A thru-tank leak detection monitoring tube terminatingbetween the primary tank and the secondary containment tank shall be provided to monitor any leaks from the primary tank. Signal shall be monitored by the fuel011 control system as described in this specification.

O. Spill/Overfill Containment: The tank system shall include a U.L. listed 15 gallonspill/overfill container manufactured as an integral part of the primary tank, surrounding the fill pipe, and protected by 2 hour fire rating of the enclosure. The spill/overfill container shall include a stick port and normally closed drain valve



to release spilled product into the main tank. Exterior steel shall be anti-oxidant powder coated to inhibit rust.

P. Anti-siphoning device: Provide anti-siphoning protection as necessary to preventsiphoning of fluid from tank and secondary containment in accordance with NFPA 30.

Q. Overfill Protection: Overfill protection shall be provided by the followingmethods: a) direct reading level gauge visible from fill pipe access; b) valve rated for pressurized delivery located within fill pipe to close automatically at 95% full level; and c) high level alarm.

R. Exterior Finish: The tank system exterior shall be a low maintenance architecturalcoating or exposed aggregate concrete finish. Models with fiber clad or painted steel exterior tanks will not be accepted.

S. Signage: Tanks shall be marked on all sides as per state and local codes. Signswill be recessed in concrete exterior to insure against damage during off-loading, refilling or general functions.

T. Venting: Tank system shall include atmospheric venting and emergency ventingin accordance with NFPA 30 and any applicable local codes. Tank appurtenance and vent piping shall be ASTM A 120, schedule 40, black iron sized as indicated on the drawings, and per manufacturer’s instructions. Vent piping shall be provided with a whistle signal as indicated on the drawings, Scully Ventalarm Signal or equal. Fittings shall be 150 lb., black malleable iron screw fittings, ANSI B16.3.

U. Stairs: Tank manufacturer’s standard stairs with galvanized finish designed fortank fill access shall be provided.

V. Sump Containment Box: Carbon Steel Powder Coated, 54”L x 42”W x 24”H forsubmersible pumps and valve assembly.

W. Grounding: Aboveground fuel-oil storage tank shall be grounded in accordancewith NFPA 30.

X. All tank openings shall be provided with suitable threaded caps.

2.02 SUBMERSIBLE FUEL-OIL SUPPLY PUMP

A. Submersible fuel oil supply pumps shall be provided per the drawing.

B. Configuration: 1/3 hp fixed speed, two-stage centrifugal type pump motor with integral, automatic, thermal overload protection requiring single-phase, 208-230 VAC, 60 Hz incoming power.



C. Compatibility: UL and ULC 79 listed for flammable and combustible fuel mixtures containing up to 10% ethanol, and 20% MTBE, 20% ETBE or 17% TAME with gasoline.

D. Pump shall be provided with an integral check valve, air eliminator, and pressure relief.

E. An anti-siphon solenoid valve and ball/isolation valve at pump discharge shall be included.

2.03 FUEL POLISHING SYSTEM

A. Fuel Polishing System shall be Safesite Standalone Fuel Polishing System (Model FPS-14) or equal. System shall be designed for diesel, kerosene and biodiesel fuels. The system efficiently removes water and solids to 2 microns, insuring clean, dry, contaminant-free fuel for emergency diesel generators and other fuel storage facilities. The Fuel Polishing System (FPS-14) shall be fully automated with remote monitoring capabilities.

B. The Fuel Polishing System shall be controlled by the Fuel System Control Panel.

C. Cabinet shall be powder coated steel and designed with high quality industrial components to assure extended life and trouble-free operation.

D. Integral Fuel Polishing Pump shall be sized to provide a minimum of 14 gpm fuel polishing. Pump shall be positive displacement design and be provided as shown on the Contract Drawings.

E. A Fuel Oil Separator shall be included and shall be sized for the fuel oil supply (or return) flow rate as indicated. Separator shall include:

1. Die-cast aluminum head2. Steel filter bowl assembly3. Powder-coated components4. Locking ring collar5. Minimum 1" NPT Inlet and Outlet6. 10 bar @ 240°F max design pressure7. Heater8. Manual drain valve9. Manual vent valve10. Pressure differential indicator11. Water sensor



F. Fuel Oil Polishing System shall also include pre-filter; strainer; visual flowindicator, solenoid control valve with manual override and ball/isolation valves as required and as indicated in the drawing.

2.04 FILL SYSTEM

A. The storage tank fill system shall be Safesite FOC Smart Fill System (Model FOC-SFILL-3IN) or equal. System shall be designed for the transfer o f fuels from gravity trucks to above ground storage tanks and control o f filling operations to prevent overfill. The system shall allow for the draining o f the truck delivery hose. The Fill Station shall provide a ground level connection o f the fuel hose, and captures spills that may occur at the fill point during filling operations. The system shall include a high volume fuel transfer pump and intelligent pump controls.

B. The Fill Station Control Panel shall meet the following requirements:

1. Level transmitter for installation in 2" tank fitting2. High Level and Tank Leak visual and audible alarms3. Power Available indicator4. Emergency Stop Switch5. Control Power On-Off Switch (keyed)6. Pump Start/Stop pushbuttons7. Top-off/hose drain mode pushbutton8. Pump starter and Overload9. NEMA 4X control enclosure

The FOC-SFILL Fill System shall include the following components:

1. Lockable fill box with overflow' containment2. Quick disconnect hose coupling with dust plug and inlet shutoff valve3. Check valve and Ball valve4. Sump drain valve5. High capacity transfer pump as indicated in the drawings (with 5 HP,

208/230, 3 phase motor rated at 120 gpm with 2” fittings)6. Ground stud7. Couplers and adapter8. Hand Pump

D. Full stainless steel fuel enclosure cabinet shall be provided. It shall be designed with high quality industrial components to assure extended life and trouble-free operation.

E. Hand pump shall be nominal 1 gpm capacity, with its own separate shutoff and check valve.



F. Pumps used for liquid transfer shall deactivate in the event o f a spill or fire,

G. Fill Station shall be grounded in accordance with NFPA 30.

2.05 FUEL-OIL CONTROL SYSTEM

A. The Fuel Oil Control System shall be designed for emergency power and boilerapplications. The FOC System Controls intelligently integrates fuel system monitoring and pump control functions into one simple automated package. The FOC package shall include the controller, day tanks, pumps, and valves as included in this section. Pipe and valves as shown in the drawings and not specifically listed in this section shall be included in the installing contractors bid to provide a complete and operational system. The system in its entirety shall be Safesite FOC Fuel Oil Control System as provided by Core Engineered Solutions, Inc. or equal.

B. The Fuel Oil Control System shall be provided and shall integrate the following functions into one Fuel-Oil Controller Panel (FOC-FOS 5P):

1. Power Requirements: Power input: 230VAC 1 phase with Neutral (others options available).

2. Enclosure: NEMA 4X (suitable for outdoor and high corrosion areas).

3. Listings: UL508A listed and meets NEC (NPFA70) and NFPA 30 &37 requirements. Suitable for class 2, division 2, Groups B, C, D.

4. Display: 6-inch Micro-Graphic Touch Panel with TFT color LCD, 320 x 240 dot, 32k color display with LED backlight.

5. PLC: Micro Analog PLC with Relay Ladder Logic Programming, Real Time Clock / Calendar and battery-backed memory

6. Twist to Release Red 60 mm Mushroom-Style Emergency Stop Button with 90 mm Identification Legend

7. Hand-Off-Auto Switch with Tank Selection

8. See Instrumentation Contract Drawings for wire and conduit details. Coordinate Installation and Commissioning with the Control System Integrator and Electrical Subcontractor.

9. Control Panel shall be provided with Ethernet switch with the F.O. ports and patch panel. See Division 25 Specifications for network equipment



requirements. Coordinate network configuration and Plant Control System data exchange requirements with control system integrator.

C. Outputs to Plant Control System (PCS):

1. System Summary Alarm ( 1 ) Dry2. System Summary Warning (1) Dry3. Analog Outputs: 2 channels 4-20 mA4. Modbus RTU Communications Port (configurable up to 115.2k baud)

D. Main Storage Tank Monitoring (for 1 Main Storage Tank) Including:

1. Level Probe2. Leak Sensor3. Product Level in US Gallons.4. Product Level in Inches.5. Product Level in Percent o f Full Tank Capacity.6. High Level Alarm Status.7. High Level Warning Status.8. Low Level Warning Status.9. Low Level Alarm Status.10. Interstitial (Double Wall) Leak Sensor Status11. Present / Historical Alarm Conditions12. Remote Annunciator (optional)

E. The Day Tank Level Monitoring Including:

1. Level Probe2. Interstitial (Secondary Containment) Stainless Steel Leak Sensor3. Product Level in US Gallons4. Product Level in Inches5. Product Level in Percent o f Full Tank Capacity6. High Level Alarm Status7. Pump Stop8. Pump Start9. Low Level Alarm Status10. Interstitial (Double Wall) Leak Sensor Status11. Present/Historical Alarm Conditions



F. Fuel Oil Supply (FOS) Pump Controls Including:

1. Motor Starters (up to 2) with Overload Protection:2. Pump Run Status3. Monitors Motor Starters and Overload Protection4. Controls Pumps up to 1.5 hp, Single Phase (3 Phase and other horse power

available)5. Programmable Start/Stop and Alarm Levels. Standard Levels are Set at

90% for High Level; 65% Pump On ; 85% Pump Off; 40% Low Level6. Sump Leak Sensor

G. Fuel Oil Return (FOR) Pump Controls for Each Day Tank

1. Monitors Motor Starters (up to 2) and Overload Protection2. Pump Run Status.3. Controls Pumps up to 1.5 hp, Single Phase (3 Phase and other horse power

available)4. Programmable Start/Stop Levels.

H. Filtration/Fuel Recirculation Controls

1. Monitors Filter Differential Pressure Gauge2. Monitors Filter/Separator Water Sensor Kit3. Programmable 24/7 Filtration/Fuel Polishing Schedule for Main Storage

Tank4. Monitors enclosure leak detection

I. Power Smart Fill System

1. High capacity transfer pump 200GPM2. FOC-SFILL Controls3. Emergency stop switch

2.06 SECONDARY CONTAINMENT AND LEAK DETECTION SYSTEM

A. Each secondary containment system shall be designed and constructed to retain any leakage and to channel such leakage to a location equipped with an automatically monitored leak detection system.

B. Provide and install an interstitial leak gauge to provide local visual indication of an inner wall tank failure. The gauge shall work via an integral float with direct



mechanical action to an indicating device mounted at the interstitial monitoring connection. The interstitial leak gauge shall be the Leak Gauge as manufactured by Krueger Sentry Gauge Company or equal.

C. The Fuel System Controls shall have the capability o f testing the integrity o f the double wall piping for tightness and leaks.

D. The piping system will have an integrated vacuum/pressure pump and associated control devices. The integrated vacuum / pressure pump must be mounted in an enclosure and pre-wired to the Fuel System Control Panel.

E. The secondary containment piping and integrated pipe monitoring systems shall be as configured and supplied by Core Engineered Solutions, Inc. or equal.

2.07 FUEL-OIL DAY TANK

Refer to Specification Section 26 32 13 PACKAGED DIESEL GENERATOR SYSTEMfor details o f the fuel oil day tank.

2.08 DAY TANK RETURN PUMP

Daytank Fuel Return Pump shall be provided by the generator manufacturer. SeeSpecification Section 26 32 13 PACKAGED DIESEL GENERATOR SYSTEM, fordetail o f construction and Contract Drawings for performance requirements.

2.09 FUEL-OIL PIPING

A. Piping between the fill point and fuel-oil storage tank as well as from the fuel-oil storage tank and the day tank shall be as indicated on the Contract Drawings or of sufficient size as required by the generator manufacturer. Piping shall be double wall corrugated stainless steel with polyethylene jacket. Pipe shall be provided with couplings and fittings as required to connect the fuel tank to the generator engine. Piping shall be provided with leak detection system for all piping between fill point and storage tank, as well as storage tank and day tank. Piping shall be Flexwrell-HL by Core Engineering Solutions, or equal.

B. Flexible connections shall be provided for the supply and return line connections at die generator engine. Valves that are required to be installed by applicable NFPA or local codes shall be provided.

C. Valves associated with the fuel system, and their connections shall be o f ductile iron or steel construction.

D. Provide anti-siphon device in the product piping at the tank in accordance with NFPA 30A; UFC Appendix IÏ-F; BOCA (F-3027.5.6). This device shall prevent the flow o f liquid from the tank unless the system it serves is operating.



E. Vent piping shall be primed and painted black.

F. Per NFPA 30, all fuel piping and valves shall be tested in accordance ASME B31.

G. Per NFPA 30, double containment pipe interstitial space shall be tested with a gauge pressure o f 5PSI for 1 hour, or per manufacturer’s instruction, whichever is more stringent.

H. Underground Piping shall require 6-inches o f compacted in accordance with NFPA 30 and a minimum coverage o f 18-inches for all buried piping.

I. All piping systems shall be grounded and bonded in accordance with NFPA 30. All buried piping shall be continuously grounded.

2.10 SIGNS AND LABELS

A. Warning signs and labels shall be provided on the exterior o f the fuel storage tank in accordance with applicable codes to indicate fuel content, tank filling procedures and any applicable information as required to meet applicable code requirements. Signs and labels shall be suitable for installation in outdoor locations.

B. Fuel piping shall be appropriately labeled as follows:

FUEL SUPPLY LINE

FUEL RETURN LINE

FUEL FILL LINE

FUEL VENT LINE

PART 3 - EXECUTION

3.01 TANK INSTALLATION

A. Install all equipment as shown on the Drawings and in strict accordance with the manufacturer's recommendations, and applicable fire and environmental codes. State and local permits shall be obtained prior to installation.

B. Provide a concrete pad and provide anchoring o f fuel tank as required by NFPA 30 and manufacturer’s recommendations. Install the fuel storage tank where shown on the Drawings and in accordance with manufacturer’s recommendations to ensure no damage to the tank.



C. The legs o f all tanks shall be anchored or grouted with non-shrink grout to the slab per manufacturer’s recommendations. Engineered resilient pads interface may be used instead o f grouting in accordance with the manufacturer's recommendations.

D. Tanks shall be grounded in accordance with electrical codes. Use grounding lugs installed by tank manufacturer.

E. Tanks shall be clearly marked on all sides with warning signs "FLAMMABLE" or "NO SMOKING", tank volume, product identification, and other signs as required by local jurisdictions and applicable code.

3.02 INSTALLATION OF PIPING HANGERS AND SUPPORTS

A. Proper and suitable tools and appliances for the safe and convenient handling of pipe and specials shall be used. All pipe and castings shall be carefully examined for defects before laying and no pipe or casting known to be defective shall be laid in the line.

B. During construction, the Contractor shall keep all ends o f pipes, including those extending above the roof, and all drains and fixtures, closed with caps, plugs or wooden flange covers, so as to prevent dirt, building material or other foreign matter from getting into pipe and traps.

C. All hangers, supports, and guides shall be types as approved by the Engineer, arranged to maintain the required grading and pitching o f lines, to prevent vibration and sagging, to provide for expansion and contraction, and to provide for adequate support o f the pipes.



Unless shown otherwise on the Drawings, pipe hangers and supports shall be in accordance with the following:

1. All hangers shall be adjustable carbon steel clevis type, adjustable malleable split ring swivel type, or adjustable swivel pipe roll type, having rods with machine threads. Hangers for pipe 3/4-inch and larger shall be figure 100 (or 100 ci for cast iron pipe), Figure 240, or Figure 16 of Carpenter & Patterson, Inc., or equal. Hangers for pipe Vi-inch and smaller shall be Figure 81 o f Carpenter & Patterson, Inc., or equal. Rod diameters shall be not less than and rod spacing shall not be greater than that scheduled below:

Min. Rod Diameter (Inches) Support Spacinjg (Feet)Pipe Size (Inches) Water Air

Ferrous & Hard Copper Pipe

PVCPipe

1 /2 to 2 3/8 1/4 8 5

2-1/2 to 3 1/2 1/4 10 7

4 and 5 5/8 3/8 10 7.5

6 3/4 3/8 10 9

8 to 12 7/8 1/2 10 9.5

2. It shall be noted, the maximum design load for any pipe hanger is for a 2000 pound rod load and for a minimum spacing o f 3 feet. The cast iron and steel piping up to 16-inch diameter shall have a maximum single rod hanger support spacing of ten feet (as long as the 2000 pound rod loading is not exceeded).

3. Soft copper tubing shall be supported at sufficiently frequent intervals to prevent sag or pockets.

4. Vertical lines shall be supported at their bases, using either a suitable hanger placed in a horizontal line near the rise or a base type fitting set on a pedestal, foundation or support. All vertical lines extending 6 feet or more shall be supported with riser clamps. Riser clamps shall be Figure 126 of Carpenter & Patterson, Inc., or equal.

5. All horizontal piping on vertical walls and all piping near walls for which ceiling anchorage is not practicable, subject to the Engineer's approval, shall be properly supported by heavy welded steel brackets, Figure 139 of



Carpenter & Patterson, Inc., or equal, securely anchored into the wall construction. Horizontal pipe (or pipe covering) on vertical walls shall be held at a minimum o f one inch from the walls to protect them from wall sweating. Hanger brackets and anchor bolts subject to submergence or water spray shall be o f Type 304 stainless steel.

6. All hangers shall be secured in expansion bolts wherever practicable. Hangers and/or rod supports inserted in the concrete slab shall be capable o f sustaining the hanger rod load.

7. Drilling o f holes for anchors, supports, hangers, etc., in portions o f the building which may affect the structural soundness of that portion will be done only after the Contractor has secured permission from the Engineer to do so.

8. All pipes, fittings and equipment 6-inches in diameter and larger, and located relatively close to the various floors, shall be supported by concrete supports where shown on the Drawings, or where directed by the Engineer. Where concrete supports are not feasible, adjustable pipe saddles may be used. These shall be complete with locknut, nipple reducer, pipe stand and floor flange and shall be the Figure 101 of Carpenter & Patterson, Inc., or equal. The size o f the support shall be suitable for pipe being supported. Saddle and reducer shall be of cast iron construction. Adjustment height shall be approximately 4-1/2 inches. Support pipe shall be the size required and shall be Schedule 40 galvanized steel pipe. Floor connection shall be by companion flange with at least four stainless steel expansion bolts sized to fit bolt holes. A minimum o f 3/4-inches o f grout shall be used for leveling.

9. Isolating mats shall be provided between concrete supports and metallic pipe, valves, fittings, and equipment. They shall be as detailed on the Drawings.

10. Hangers which support galvanized pipe shall be galvanized and hangers which support copper pipe shall be copper-plated.

11. All piping connected to pumps shall be supported as near the pump as practicable such that the weight of the pipe is not supported by the pump casing.



12. The pipe roll stands shall be the figure 17 as manufactured by Carpenter & Patterson, Inc., or equal. The roller and stand shall be o f cast iron construction.

13. The sliding valve supports shall be the slide bearing type o f teflon construction. The bearing shall be composed of two elements. Each element shall be composed of a 1/4-inch thick carbon steel backing plate with a bonded reinforced teflon pad. The teflon pad shall be 3/32-inch thick. The upper element shall over-lap the lower element by at least one inch in all directions. The elements shall be at least as large as the valve foot, but large enough to limit the bearing pressure to 800 psi. The slide bearings shall be the Fluorogold bearing manufactured by the Fluorocarbon Company.

3.03 MINIMUM SLOPES

Soil, waste and drainage piping shall be sloped not less than 1/16-inch per foot in direction of flow unless otherwise indicated on die Drawings.

3.04 CONNECTION OF DISSIMILAR METALS

Wherever pipes o f dissimilar metals join, there shall be provided an insulating union, coupling or flange connector for corrosion control. Connectors shall include an approved dielectric separator. Connectors shall be the product o f Dresser Corporation, F.H. Maloney Company, Universal Controls Corporation, or equal. Stainless steel nuts, bolts, and washers shall be used at all places at which such dielectric separators are used.

3.05 FIELD TESTING AND START-UP

A. Perform system inspection as outlined in manufacturer's installation manual.

B. Submit field installation inspection report to the Engineer.

C. Test fueling distribution in accordance with NFPA 30 and other applicable codes.Properly dispose o f any fuel generated in adherence to environmental regulations.

D. Tank shall be pneumatically tested using air to the required test pressure defined by NFPA 30. Passing test results shall be submitted to the engineer for record.

E. Fuel-oil piping shall be tested in accordance with NFPA 30.

F. Flush system piping with grade o f fuel to be used by Owner to remove any debrisand foreign matter in piping prior to filling tank for the first time. Sendee all system filters and screens and dispose o f fuel in accordance with EPA and NFPA regulations after flushing.



G. Open valves to correct position for system operation.

H. Contractor shall verify the pushbutton and foil automatic operation o f the automatic controller, when providing the initial complete fill o f the foel storage tank. Contractor shall verify the accuracy of the tank level instrumentation and associated display. Contractor shall verify that all local and remote alarms and indications are functioning properly.

I. Contractor shall provide at least one (1) complete fill of the storage tank with No. 2 Diesel Fuel (low sulfor), prior to testing the diesel generators as specified in 26 32 13. Contractor shall provide fuel additives as necessary to maintain fuel quality through the construction period. Contractor shall ensure that the tank is left at least 3/4 full at the end o f the construction period (Acceptance).

3.06 ELECTRICAL SYSTEMS

A. All wiring shall be designed and installed to meet the requirements of the NEC and NFPA 70. All necessary branch circuit conduit and wiring shall be installed, providing for a stub-up at designated location to which the Fuel-Oil Controller will be mounted.

B. Pumps and all other equipment used in the hazardous areas should be UL listed.

3.07 SPILL PREVENTION CONTROL & COUNTERMEASURES (SPCC) PLAN

A. Provide one spill kit

1. Contents - 10-48in. Socks / 6 -10ft. Socks / 6-Pillows / 56-Wipers / 40 PIG® Mat Pads 6-disposal bags & ties / 6-Tamper Proof Labels / 1-Emergency Response Guidebook / 1 -Instruction Manual.

END OF SECTION


Montebello Filtration Plant 1-electrical PIP COORDINATE FUEL PIPE LOCATION WITH BURIED DUCTBANKS...

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Transcript of Montebello Filtration Plant 1-electrical PIP COORDINATE FUEL PIPE LOCATION WITH BURIED DUCTBANKS...