Jimmie Rogers III Subdivision, Vian, OK -- 30 Lots BID BLANK · 2018. 6. 8. · Jimmie Rogers III...

BBK/A&E., P.L.L.C.

10035 N. 177th East Ave.

Catoosa, OK 74015 Owasso, OK 74055-7841

PSA No. 15E0472.01 918-798-59797/24/2015

ITEM

NO.

SPEC

NO.DESCRIPTION UNIT

1 201(A) CLEARING AND GRUBBING LSUM 1

2 202(A) UNCLASSIFEID EXCAVATION CY 5,657

3 202(D) UNCLASSIFIED BORROW (INCL. IMPORT AND HAUL) CY 9,973

4 220 SWP3 DOCUMENTATION AND MANAGEMENT LSUM 1

5 221(C) TEMPORARY SILT FENCE LF 240

6 230(A) SOLID SLAB SODDING SY 680

7 232(A) SEEDING METHOD A AC 1

8 233(A) VEGETATIVE MULCHING AC 1

9 311 LINEAR GRADING (EXIST. GRAVEL ROAD) LF 130

10 310(B) SUBGRADE METHOD B SY 5,054

11 325 SEPARATOR FABRIC SY 4,515

12 804 CONC. LIGHT POLE BASE (POLE BY OG&E, N.I.C.) EA 4

13 508 CONCRETE TROUGH AND HEADWALL LSUM 1

14 601(A) TYPE 1 PLAIN RIPRAP TON 35

15 602(C) FILTER FABRIC SY 62

16 609(B) 2'-2" CURB AND GUTTER (6" BARRIER) LF 2,236

17 613(A) 15" RCP (CLASS III) PIPE LF 90

18 613(M) 15" RCP END SECTION EA 2

19 613(A) 18" RCP (CLASS III) PIPE LF 36

20 613(M) 18" RCP END SECTION EA 2

21 613(V) TRENCH EXCAVATION INCL. AGG BACKFILL CY 56

22 615(B) 4" PVC SEWER SERVICE, EACH EA 30

23 615(A) 8" PVC SEWER LINE, INCL. T & B LF 1,234

24 611(A) 4' DIA. MANHOLE W/ CONC COLLAR EA 4

25 615(A) 3" PVC FORCE MAIN - INCL. T & B LF 405

26 615 8" X 3" WYE ON EXISTING SEWER LSUM 1

27 N/A LIFT STATION W/APPURTENANCES LSUM 1

28 616(B) 8" PVC WATER PIPE, INCL. T & B LF 1,972

29 616(G) FIRE HYDRANT EA 2

30 616 PRESSURIZED CONNECTION TO EXIST. WTR (COMPLETE) EA 2

31 616(D) 8" GATE VALVE W/BOX EA 7

32 616 8" VERTICAL BEND W/BLOCKING EA 4

33 616 TEE OR CAP W/BLOCKING EA 4

34 616(F) 5/8" WATER SERVICE LEADER, METER, SETTER, AND BOX EA 30

35 N/A 6" SCH 40 GAS CONDUIT (EMPTY) LF 90

36 624 FENCE - CEDAR 6' LF 2,730

37 641 MOBILIZATION LSUM 1

38 642 CONSTRUCTION STAKING LSUM 1

39 N/A MATERIALS TESTING (BY OWNER, N.I.C.) LSUM 0 $ 0.00 $ 0.00

40 850(A) SHEET ALUMINUM SIGNS SF 7

41 851 SIGN POST LF 10

42 N/A REMOVE POWER LINE FROM SITE (BY OG&E, N.I.C.) LSUM 0 $ 0.00 $ 0.00

BASE SUBTOTAL

******************************** BASE BID **********************************

Cherokee Nation Property Management

777 W. Cherokee St.

Jimmie Rogers III Subdivision, Vian, OK -- 30 Lots

BID BLANK

QUANTITY UNIT COST EXTENSION

Date Printed: 7/24/2015

43 411(B) SUPERPAVE, TYPE S3 (PG 70-28 OK) TON 511

44 411(C) SUPERPAVE, TYPE S4 (PG 70-28 OK) TON 811

45 303(A) AGGREGATE BASE TYPE A CY 1,067

46 ASPHALT SUBTOTAL

47 509(B) CLASS A CONCRETE CY 662

48 303(A) AGGREGATE BASE TYPE A CY 811

49 CONCRETE SUBTOTAL

50 =

51 Cost per Lot =

OR

52 =

53 Cost per Lot =SUBTOTAL BID (CONCRETE ALTERNATE)

************************************************** PAVING ALTERNATES *****************************************************

***************** ASPHALT PAVING (IN BASE BID) ************************

***************** CONCRETE PAVING ALTERNATE ************************

SUBTOTAL BASE BID (ASPHALT)

Date Printed: 7/24/2015

Cherokee Nation Property Management BBK/A&E., P.L.L.C.777 W. Cherokee St. 10035 N. 177

thEast Ave.

Catoosa, OK 74015 Owasso, OK 74055-7841PSA No. 15E0472.01 918-798-5979

7/24/2015

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Jimmie Rogers III Subdivision, Vian, OK – 30 LotsPay Item Descriptions

1. Clearing and Grubbing—201(A)Lump sum payment shall be full compensation for clearing of all trees, shrubs, anddeleterious materials and for burning (if allowed) or removal and environmentally-appropriate disposal off-site. Payment shall include disposal fees.

2. Unclassified Excavation—202(A)Cubic Yard payment shall be full compensation for excavation of all dirt and rockmaterial from the site, moisture conditioning or treating with lime or fly ash asneeded, and placing the same on the site in fully compacted condition. All dirtworkshall be performed in accordance with the Geotechnical Report for this project. Payquantity will be the quantity provided by the Engineer in the bid form. If anotherquantity is wished by the Contractor, such quantity shall be brought to the attentionof the Engineer and accepted by the Engineer prior to bidding.

3. Unclassified Borrow (Including import and haul)—202(D)Cubic Yard payment shall be full compensation for obtaining suitable fill materialfrom off-site, hauling the fill to the site, moisture treating as needed, and placing thesame on the site in fully compacted condition. All dirtwork shall be performed inaccordance with the Geotechnical Report for this project. Pay quantity will be thequantity provided by the Engineer in the bid form. If another quantity is wished bythe Contractor, such quantity shall be brought to the attention of the Engineer andaccepted by the Engineer prior to bidding.

4. SWP3 Documentation and Management—220The Owner has supplied the SWP3 for this project, and the Contractor shall beresponsible for its implementation, and for the on-site maintenance of the paperworkmandated therein. Lump Sum payment shall be full compensation for this task.

5. Temporary Silt Fence—221(C)Linear Foot payment shall be full compensation for the installation, removal, andmaintenance of temporary silt fence, including removal soil that may accumulateagainst the fence during the course of the Work.

6. Solid Slab Sodding—230(A)Square Yard payment shall be full compensation for installation of sod, includingsurface preparation, moisture control, and watering subsequent to and seven daysafter sod placement.

7. Seeding Method A—232(A)Per Acre payment shall be full compensation for distributing seed, including surfacepreparation, and moisture control.

8. Vegetative Mulching—233(A)Per Acre payment shall be full compensation for applying mulch.

9. Linear Grading (Existing Gravel Road)—311Linear Foot payment shall be full compensation for regrading existing gravelroadway.


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10.Subgrade Method B—310(B)Square Yard payment shall be full compensation for shaping, moisture conditioning,and compacting subgrade underneath the pavement and the curb and gutter.

11.Separator Fabric—325Square Yard payment shall be full compensation for supplying and installing fabric,including proper overlapping and nails if required.

12.Concrete Light Pole Base (Light by OG&E, N.I.C.)—804Per Each payment shall be full compensation for forming, concrete, reinforcement,conduits within the footing, placement of anchor bolts and pole (supplied by others),ground rod, backfill and compaction. Installation and connection of conductors to beperformed by others.

13.Concrete Trough and Headwall—508Per Each payment shall be full compensation for subgrade preparation, forming,concrete, reinforcement, backfill, and compaction.

14.Type 1 Plain Riprap—601(A)Per Ton payment shall be full compensation for placing the riprap on the filter fabricby machine or by hand.

15.Filter Fabric—602(C)Square Yard payment shall be full compensation for shaping and compacting thesubgrade beneath the fabric, for securing the fabric on slopes and around the edges,and for repairing torn fabric.

16.2’-2” Curb and Gutter (6” barrier)—609(B)Linear Foot payment shall be full compensation for forms (where needed), joints,and backfill and compaction behind the curb.

17.15” RCP (Class III) Pipe—613(A)Linear Foot payment shall be full compensation for joining and finishing the interiorof the pipe so that it is watertight and smooth.

18.15” RCP End Section—613(M)Per Each payment shall be full compensation for joining and finishing the pipeconnection so that it is watertight and smooth.

19.18” RCP (Class III) Pipe—613(A)Linear Foot payment shall be full compensation for joining and finishing the interiorof the pipe so that it is watertight and smooth.

20.18” RCP End Section—613(M)Per Each payment shall be full compensation for joining and finishing the pipeconnection so that it is watertight and smooth.

21.Trench Excavation, Including Aggregate Backfill—613(V)Cubic Yard payment shall be full compensation for excavation, bedding, backfillingand compacting unclassified material, as well as for supplying and installing Type AAggregate Base full-depth beneath the pavement section where the trench is underpavement.

22.4” PVC Sewer Service—615(B)


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Per Each payment shall be full compensation for the service lateral to thetermination point indicated on the plans, trenching, backfill, 8” x 4” PVC tee, andtermination marker.

23.8” PVC Sewer Pipe, Including Trench & Backfill—615(A)Linear Foot payment shall be full compensation for excavation, bedding, backfillingand compacting unclassified material, as well as for supplying and installing Type AAggregate Base full-depth beneath the pavement section where the pipe is underthe pavement. Payment shall include compensation for deflection and leakagetesting.

24.4’ Diameter Manhole with Concrete Collar—611(A)Per Each payment shall be full compensation for excavation, backfill, compaction,grouting, adjusting frame to grade, concrete collar, and leakage testing.

25.3” PVC Force Main, Including Trench & Backfill—615(A)Linear Foot payment shall be full compensation for excavation, bedding, backfillingand compacting unclassified material, as well as for supplying and installing Type AAggregate Base full-depth beneath the pavement section where the pipe is underthe pavement. Payment shall include compensation for pressure testing.

26.8” x 3” Wye on Existing Sewer—615Lump Sum payment shall be full compensation for excavation, backfill, cutting andremoval of 8” pipe, 8” pipe couplings, 8” x 3” wye, and 3” x 45° bend.

27.Lift Station with AppurtenancesLump Sum payment shall be full compensation for installation of wet well, pumps,valves, piping, control panel, electrical conductors and conduits, generator, acoustichousing, electric transfer switch, gas service connection, fencing, and gates.Equipment to be supplied by Owner in accordance with Quotation Number 2015-7-23 by Boone & Boone Sales. All labor and other materials to be supplied by theContractor.

28.8” PVC Water Pipe, Including Trench & Backfill—616(B)Linear Foot payment shall be full compensation for excavation, bedding, backfillingand compacting unclassified material, as well as for supplying and installing Type AAggregate Base full-depth beneath the pavement section where the pipe is underthe pavement. Payment shall include compensation for disinfection and pressuretesting.

29.Fire Hydrant—616(G)Per Each payment shall be full compensation for excavation, backfilling, blocking,drainage stone, 8” x 6” tee, and 6” connector pipe.

30.Pressurized Connection to Existing Water (complete)—616Per Each payment shall be full compensation for tapping sleeve and bolts, fortapping machine and tap, and for blocking.

31.8” Gate Valve with Box—616(D)Per Each payment shall be full compensation for valve box and cap, and backfill andcompaction.

32.8” Vertical Bend with Blocking—616


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Per Each payment shall be full compensation for ductile iron fitting with restraints,concrete blocking, and backfill and compaction.

33.Tee or Cap with Blocking—616Per Each payment shall be full compensation for ductile iron fitting with restraints,concrete blocking, and backfill and compaction.

34.5/8” Water Service Leader, Meter, Setter, and Box—616(F)Per Each payment shall be full compensation for trenching, backfill, compaction,corporation stop and tap, service clamp, copper service line, meter setter, and metercan.

35.6” Sch. 40 Gas Conduit (Empty)Per Linear Foot payment shall be full compensation for excavation, backfilling andcompacting unclassified material, as well as for supplying and installing Type AAggregate Base full-depth beneath the pavement section where the pipe is underthe pavement.

36.Fence – Cedar 6’—624Per linear foot payment shall be full compensation for 4 x 4 cedar posts set 3’ intoground at 8’ maximum spacing, for 2 x 4 cedar top and bottom rails, and for 1 x 6 or1 x 4 cedar fence planks.

37.Mobilization—641Lump Sum payment for mobilization shall be full compensation for Contractor’spreparatory operations.

38.Construction Staking—642Lump Sum payment for staking shall be full compensation for all staking required bythe Contractor, as well as for all re-staking caused by the Contractor’s forces.

39.Materials Testing (by Owner, N.I.C.)Paving materials and dirt subgrade and backfill shall be tested for compliance withthe Project Plans and Specifications at least as often as the frequency specified, oras directed by the Engineer or the Owner. It shall be the Contractor’s responsibilityto give timely notice to the Testing Lab when testing will be required. The Ownershall pay for testing services. The Contractor shall bear the costs for retesting untilacceptable test results are achieved.

40.Sheet Aluminum Signs—850(A)Per Square Foot payment shall be full compensation for sign and attachmenthardware.

41.Sign Post—851Per Linear Foot payment shall be full compensation for setting post.

42.Remove Power Line from Site (by OG&E, N.I.C.)OG&E power company shall remove the existing overhead electric lines from thesite and extend them underground in easements provided by the Owner. TheContractor shall coordinate its activities with OG&E so as to minimize conflicts. Noseparate payment shall be made for this service.

43.Superpave, Type S3 (PG 70-28 OK)—411(B)Per Ton payment shall be full compensation for supplying and installing Superpaveas specified.


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44.Superpave, Type S4 (PG 70-28 OK)—411(C)Per Ton payment shall be full compensation for supplying and installing Superpaveas specified.

45.Aggregate Base Type A—303(A)Per Cubic Yard payment shall be full compensation for supplying and installingAggregate Base under curbs and pavement to the thickness specified.

47.Portland Cement Concrete Pavement—414(A)Per Cubic Yard payment shall be full compensation for supplying and installing PCCPavement as specified. Substandard concrete due to improper materials orworkmanship shall not be compensated at full price by the Owner.

48.Aggregate Base Type A—303(A)Per Cubic Yard payment shall be full compensation for supplying and installingAggregate Base under curbs and pavement to the thickness specified.

NOTE:All Contractor costs for completion of this project, including overhead and incidentalitems, shall be included in the costs for the listed pay items. No additionalcompensation shall be made for other costs not listed, but incurred by the Contractor(unless there is a change in the scope due to unforeseen conditions or acts of God.)

Typical Installation

WG30, WG50, WG30H, WG50H and WG75H48" Duplex Grinder Pump Package

with Remote Mounted Control Panel

Notes: Intermediate Rail Support Required for Basins Over 16 Feet Additional Top Holddown Must Be Used for Basins Over 16 Feet

(Models B20RO-4872 thru B20RO-48192)

ES-2278B | © 2013 Pentair Ltd. | 07/10/13

Image used for illustration purposes only

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STANDBY POWER RATING

QT025A | 2.4L | 25 kWINDUSTRIAL SPARK-IGNITED GENERATOR SETEPA Certified Stationary Emergency

25 kW, 31 kVA, 60 Hz

Generator Set

PROTOTYPE & TORSIONALLY TESTED PROVIDES A PROVEN UNIT

UL2200 TESTED ENSURES A QUALITY PRODUCT

RHINOCOAT PAINT SYSTEM IMPROVES RESISTANCE TO ELEMENTS

Engine

EPA COMPLIANT ENVIRONMENTALLY FRIENDLY

INDUSTRIAL TESTED, GENERAC APPROVED ENSURES INDUSTRIAL STANDARDS

POWER-MATCHED OUTPUT ENGINEERED FOR PERFORMANCE

INDUSTRIAL GRADE IMPROVES LONGEVITY AND RELIABILITY

Alternator

TWO-THIRDS PITCH ELIMINATES HARMFUL 3RD HARMONIC

LAYER WOUND ROTOR & STATOR IMPROVES COOLING

CLASS H MATERIALS HEAT TOLERANT DESIGN

DIGITAL 3-PHASE VOLTAGE CONTROL FAST AND ACCURATE RESPONSE

Controls

ENCAPSULATED BOARD W/ SEALED HARNESS EASY, AFFORDABLE REPLACEMENT

4-20mA VOLTAGE-TO-CURRENT SENSORS NOISE RESISTANT 24/7 MONITORING

SURFACE-MOUNT TECHNOLOGY PROVIDES VIBRATION RESISTANCE

ADVANCED DIAGNOSTICS & COMMUNICATIONS HARDENED RELIABILITY

Features Benefits

EPA Emissions Compliance Stationary Emergency

EPA Emissions Engine Reference See Emissions Data Sheet

Cooling System

Cooling System Type Pressurized Closed

Water Pump Flow -gpm 11

Fan Type Pusher

Fan Speed (rpm) 2150

Fan Diameter mm (in) 457 (18)

Coolant Heater Wattage 1500

Coolant Heater Standard Voltage 120 VAC

Fuel System

Fuel Type Natural Gas, Propane Vapor

Carburetor Down Draft

Secondary Fuel Regulator Standard

Fuel Shut Off Solenoid Standard

Operating Fuel Pressure (Standard) 5” - 14” H2O*

Engine Electrical System

System Voltage 12 VDC

Battery Charging Alternator (Amps) 30

Battery Size See Battery Index 0161970SBY

Battery Voltage 12 VDC

Ground Polarity Negative

ALTERNATOR SPECIFICATIONS

Standard Model 390mm

Poles 4

Field Type Revolving

Insulation Class - Rotor H

Insulation Class - Stator H

Total Harmonic Distortion <5%

Telephone Interference Factor (TIF) <50

Load Capacity - Standby 100%

Standard Excitation Brush Type

Bearings Sealed Ball

Coupling Flexible Disc

Prototype Short Circuit Test Yes

Voltage Regulator Type Full Digital

Number of Sensed Phases 3

Regulation Accuracy (Steady State) ±0.25%

Connecting Rods Forged

Cylinder Liners No

Ignition High Energy

Electronic

+/- 0.25%

Number of Main Bearings 5

Make Generac

Cylinder # 4

Type In-line

Displacement - L (cu In) 2.4

Bore - mm (in) 86.61 (3.41)

Stroke - mm (in) 100.08 (3.94)

Compression Ratio 9.5:1

Intake Air Method Nuturally Aspirated

Cylinder Head Aluminum

Piston Type Aluminum Alloy

Crankshaft Type Cast

Engine Governing

Governor

Frequency Regulation (Steady State)

Lifter Type Overhead Cam

Intake Valve Material Steel Alloy

Exhaust Valve Material Hardened Steel

Hardened Valve Seats yes

ENGINE SPECIFICATIONS

General


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APPLICATION AND ENGINEERING DATA

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Lubrication System

Oil Pump Type Gear

Oil Filter Type Full-Flow sping-on Cartridge

Crankcase Capacity - L (qts) 3.8 (4)

*Fuel pressure must remain within specified range and not drop more than 1in. w.c from static (no-load) to full load.

CODES AND STANDARDS COMPLIANCE (WHERE APPLICABLE)

NFPA 99 BS5514

NFPA 110 SAE J1349

ISO 8528-5 DIN6271

ISO 1708A.5 IEEE C62.41 TESTING

ISO 3046 NEMA ICS 1

UL2200

Rating Definitions:Standby – Applicable for a varying emergency load for the duration of a utility power outage with no overload capability. (Max. load factor = 70%)

Propane Vapor

Propane Vapor - ft/hr (m/hr)

POWER RATINGS

Natural Gas

25 kW Amps:

25 kW Amps:

25 kW Amps:

25 kW Amps:

Percent Load

25%

50%

75%

100%

Natural Gas - ft/hr (m/hr)

Percent Load ft3/hr

25%

50%

75%

100%

* Fuel supply installation must accommodate fuel consumption rates at 100% load.

Single-Phase 120/240 VAC @1.0pf

Three-Phase 120/208 VAC @0.8pf



FUEL CONSUMPTION RATES*

COOLING

sKVA vs. Voltage Dip

480 VAC 208/240 VAC

Alternator kW 10% 15% 20% 25% 30% 35% 10% 15% 20% 25% 30% 35%

Standard

Amps:

Amps:

Amps:

Amps:

STARTING CAPABILITIES (sKVA)

Standby

Air Flow (inlet air combustion and radiator) ft3/min (m3/min)

System Coolant Capacity gal (Liters)

Heat Rejection to Coolant BTU/hr

Max. Operating Ambient Temperature ºF (ºC)

Max. Ambient Temperature ºF (ºC)

Maximum Radiator Backpressure in H2O

Deration – Operational characteristics consider maximum ambient conditions. Derate factors may apply under atypical site conditions. Please consult a Generac Power Systems Industrial Dealer for additional details. All performance ratings in accordance with ISO3046, BS5514, ISO8528 and DIN6271 standards.

Standby

Flow at Rated Power cfm (m 3/min) 70

Standby

Rated Engine Speed rpm 1800

Horsepower at Rated kW** hp 40

Piston Speed ft/min

BMEP psi

** Refer to “Emissions Data Sheet” for maximum bHP for EPA and SCAQMD permitting purposes.

Standby

Exhaust Flow (Rated Output) cfm (m 3/min) 220 (6.2)

inHg (Kpa) 1.5 (5.1)

Exhaust Temp (Rated Output - post silencer) ºF (ºC) 975 (524)

Exhaust Outlet Size (Open Set) mm (in) 63.5 (2.5)

1182

120

Max. Backpressure (Post Turbo)

COMBUSTION AIR REQUIREMENT

ENGINE EXHAUST

104

87

75

38

104

87

75

38

140

220

300

380

1500 (42.48)

2.5 (9.46)

95,000

122 (50)

104 (40)

0.5

QT025A | 2.4L | 25 kW

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OPERATING DATA

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INDUSTRIAL SPARK-IGNITED GENERATOR SETEPA Certified Stationary Emergency

25 16 25 33 41 49 57 12 19 25 31 37 43

ft3/hr

56

87

119

151

m3/hr

3.9

6.2

8.5

10.8

m3/hr

1.6

2.5

3.4

4.3


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STANDARD FEATURES AND OPTIONS

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GENERATOR SET

Genset Vibration Isolation Std

Extended warranty Opt

Gen-Link™ Communications Software Opt

Steel Enclosure Opt

Aluminum Enclosure Opt

ENGINE SYSTEM

General

Oil Drain Extension Std

Critical Exhaust Silencer Std

Air cleaner Std

Fan guard Std

Radiator duct adapter Std

Fuel System

Fuel lockoff solenoid Std

Secondary Fuel Regulator Std

Flexible fuel lines Std

Cooling System

120VAC Coolant Heater Std

Closed Coolant Recovery System Std

UV/Ozone resistant hoses Std

Factory-Installed Radiator Std

Radiator Drain Extension Std

Engine Electrical System

Battery charging alternator Std

Battery cables Std

Battery tray Std

Solenoid activated starter motor Std

10A UL float/equalize battery charger Std

Rubber-booted engine electrical connections Std

ALTERNATOR SYSTEM

UL2200 GENprotect™ Std

Main Line Circuit Breaker Std

CONTROL SYSTEM

Control Panel

Digital H Control Panel - Dual 4x20 Display Std

Programmable Crank Limiter Std

21-Light Remote Annunciator Opt

Remote Relay Panel (8 or 16) Opt

7-Day Programmable Exerciser Std

Special Applications Programmable PLC Std

RS-232 Communications Std

RS-485 Communications Std

All-Phase Sensing DVR Std

Full System Status Std

Utility Monitoring (Req. H-Transfer Switch) Std

2-Wire Start Compatible Std

Power Output (kW) Std

Power Factor Std

Reactive Power Std

All phase AC Voltage Std

All phase Currents Std

Oil Pressure Std

Coolant Temperature Std

Coolant Level Std

Fuel Pressure Std

Engine Speed Std

Battery Voltage Std

Frequency Std

Isochronous Governor Control Std

-40deg C - 70deg C Operation Std

Waterproof Plug-In Connectors Std

Audible Alarms and Shutdowns Std

Not in Auto (Flashing Light) Std

Auto/Off/Manual Switch Std

E-Stop (Red Mushroom-Type) Std

NFPA 110 Level I and II (Programmable) Std

Remote Communication - RS232 Std

Alarms (Programmable Tolerances, Pre-Alarms and Shutdowns)

Low Fuel Pressure Std

Oil Pressure (Pre-programmed Low Pressure Shutdown) Std

Coolant Temperature (Pre-programmed High Temp Shutdown) Std

Coolant Level (Pre-programmed Low Level Shutdown) Std

Engine Speed (Pre-programmed Overspeed Shutdown) Std

Voltage (Pre-programmed Overvoltage Shutdown) Std

Battery Voltage Std

W L

H

WL

H

QT025A | 2.4L | 25 kW

Rev. E 05/13/15Generac Power Systems, Inc. | P.O. Box 8 | Waukesha, WI 53187P: (262) 544-4811 © 2015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice.

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DIMENSIONS AND WEIGHTS*

OPEN SET (Includes Exhaust Flex)

L x W x H in (mm) 77 (1956) x 34 (864) x 43 (1092)

LEVEL 1 ACOUSTIC ENCLOSURE

L x W x H in (mm) 77 (1956) x 34 (864) x 46 (1168)

Specification characteristics may change without notice. Please consult a Generac Power Systems Industrial Dealer for detailed installation drawings.

YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER

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INDUSTRIAL SPARK-IGNITED GENERATOR SETEPA Certified Stationary Emergency

Sound Level (dBA*) 83

Sound Level (dBA*) 60

Part No 0173110SBY

*All measurements are approximate and for estimation purposes only. Sound levels measured at 23 ft (7M) and does not account for ambient site conditions.

Weight (lbs) 1163

Weight (lbs) 1414

Jimmie Rogers III Subdivision, Vian, OK -- 30 Lots BID BLANK · 2018. 6. 8. · Jimmie Rogers III...

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