IFB - 122800_Mac Hill Trng_IFB R1.pdf

PDF 8 MB Posted Aug 14, 2026

Attached to: Mac Hill Training Site #122800
Solicitation number: IFB-126375
Issued by: New Kent County, Virginia

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Written by GovTribe AI · Aug 17, 2026

Mac Hill Training Site #122800 – Invitation for Bids Summary

This Invitation for Bids (IFB) is issued by the Virginia Department of General Services (DGS) on behalf of the Commonwealth of Virginia for construction upgrades at the Mac Hill Driver's Training Site located within the Regional Training Institute (RTI) at Fort Pickett in Blackstone, Virginia. The project scope includes providing heavy-duty asphalt concrete surfaces for heavy truck and trailer training operations across approximately 100,280 square feet. Work encompasses removal of existing asphalt and sidewalk; regrading and compacting the parking lot and entrances to specified elevations with positive drainage; placement of asphalt concrete base mix (5 inches) and surface course (3 inches of SM-19.0 with 76-22 binder); installation of an After-Action Review (AAR) shed with foundation, receptacles, switch-operated fans, overhead lighting, and a Lightning Protection System; replacement of culverts at east parade entrances; installation of new underground electrical service to light poles and the AAR shed; installation of four new light poles with foundations per VDOT LF-1 standard; and installation of bollards and dual light fixtures around the perimeter per Army regulation UFGS 26 55 53. A mandatory pre-bid conference is scheduled for 1:00 PM on August 17, 2026, at Building T0229 within the DPW Compound at Fort Pickett, with attendance required for all prospective bidders. Sealed bids must be submitted electronically through eVA by 2:00 PM on September 9, 2026, with public opening and reading at 2:00 PM on September 10, 2026. The contract shall be awarded on a lump sum basis, with a completion timeframe of 120 calendar days to substantial completion and 30 additional days to final completion.

The project requires a 5% bid bond (form DGS-30-090 CO-10.2) from all bidders. For contracts exceeding $250,000, a Commonwealth of Virginia Standard Performance Bond (DGS-30-084, form CO-10) and Standard Labor and Material Payment Bond (DGS-30-088, form CO-10.1) will be required upon award, along with prevailing wage rate compliance. All bidders must obtain a certificate of builder's risk insurance equal to the contract value plus any change orders. Contractor registration per Section 54.1-1103 of the Code of Virginia and eVA vendor registration are mandatory. Questions must be submitted by 4:00 PM on August 20, 2026, with Addendum Number 1 to be issued by close of business August 25, 2026. The contractor shall assume responsibility for all permits except building permits, coordinate with Miss Utility services no later than 7 days prior to mobilization, and adhere to facility work schedules (Monday through Friday, 7:00 AM to 4:30 PM, with alternate hours permissible with one week notice). No building permit is required, and the project is not subject to DEB submission. The Notice of Award will be posted on eVA at https://eva.virginia.gov.

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DGS-30-256

(Rev. 03/20)

Notice of Invitation for Bids

NOTICE OF INVITATION

FOR BIDS (IFB)

Sealed bids are invited for the Mac Hill Training Site # 122800 at Fort Pickett Blackstone, VA.

The general work description of the project can be generally described as:

The primary intent is to provide heavy duty asphalt concrete surface for heavy truck and trailer training at the Mac Hill Driver’s Training Site located within the Regional Training Institute (RTI) on Fort Pickett.

The existing improved lot is +/- 100,280 SF. Roughly 30 % has an old asphalt surface. The rest in covered with 12”-18” of compacted stone. This Scope of Work will remove asphalt and sidewalk (south side) that is currently in place and re-grade parking lot and entrances to elevations provided and compacted ensuring positive drainage and eliminating the drastic grade change. Contractor will place Asphalt Concrete as specified (Base Mix and Surface course) and provide markings per provided RTI drawings. Contractor to provide and install specified AAR shed with foundation, (1) receptacle at each corner approximately 48” from the deck, (2) switch operated fans in the back corners, (2) switch operated overhead lighting and LPS (Lightning Protection System). Culverts at either entrance on East Parade to be replaced and graded to drain. New underground electrical (to each pole and to new installed AAR Shed), (4) new light poles, light pole foundations per VDOT LF-1 Standard, bollards and dual fixtures to be installed around perimeter to illuminate training area parking lot per provided drawing and Army regulation UFGS 26 55 53 Security Lighting.

Sealed bids will be received electronically through eVA only. The deadline for submitting bids is 2:00 PM sharp, as determined by the Bid Officer, on September 9, 2026. The bids will be opened publicly and read aloud beginning at 2:00 PM on September 10, 2026, inside the conference room of Building T0229 within the DPW Compound – Fort Pickett, Blackstone VA 23824.

Bid must reach the bid officer by the date and time specified or the bids will be marked “LATE” and shall not be considered.

A 5% Bid Bond is required (DGS-30-090 CO-10.2). No other forms of security, including certified checks, will be accepted.

A Commonwealth of Virginia Standard Performance Bond (DGS-30-084, form CO-10) and a Commonwealth of Virginia Standard Labor and Material Payment Bond (DGS-30-088, form CO-10.1) WILL be required for bids over $250,000 upon award of the project.

The contractor, shall however, provide certificate of builder’s risk insurance equal to the value of the contract plus any change orders.

eVA Vendor Registration: The bidder or offeror shall be a registered vendor in eVA. See the attached eVA Vendor Registration Requirements

Notice of Invitation for Bids

Procedures for submitting a bid, claiming an error, withdrawal of bids and other pertinent information are contained in the Instructions to Bidders, which is part of the Invitation for Bids. Withdrawal due to error(s) in bid shall be permitted in accord with Section 9 of the Instructions to Bidders and § 2.2-4330, Code of Virginia. The Owner reserves the right to reject any or all bids.

A Mandatory pre-bid conference will be held at the conference room of Building T0229 within the DPW Compound, at 1:00 PM Sharp, on August 17, 2026. Attendance SHALL BE MANDATORY for those submitting a bid. Anyone arriving to the prebid conference late will not be allowed to enter the meeting nor sign the attendee list. Following sign-in and reading of the pre-bid conference agenda we will visit the job site to be constructed. RECORD OF ATTENDEES: All attendees present must sign the Pre-Bid Conference Record of Attendees sign in sheet to be considered an eligible bidder. Bid proposals will only be accepted from those bidders who attend this conference. Each attendee may represent only one bidder.

Each attendee shall legibly sign in and provide accurate contract information including a working email address for distribution of future communications regarding the project. All parties must present valid government approved identification (Real ID) when arriving on Fort Pickett and should allow extra time accordingly. This will be the only scheduled time for prospective contractors to review the work areas prior to the bid submission date. Subcontractors, suppliers, and other interested parties are encouraged to attend the pre-bid conference.

Questions will be due NLT 4:00PM on August 20, 2026 by email to allison.s.maddox.nfg@army.mil

Addendum Number 1 (one) will be issued by COB August 25, 2026

The contract shall be awarded on a lump sum basis as follows: the Total Base Bid Amount including any properly submitted and received bid modifications. ‘Notice of Award’ or ‘Notice of Intent to Award’ will be posted on eVA, Virginia Department of General Services’ central electronic procurement website, at https://eva.virginia.gov..

Contractor registration is required in accordance with Section 54.1-1103 of the Code of Virginia. See the Invitation for Bids for additional qualification requirements.

All executive branch agencies are directed to advance Executive Order 35, dated July 3, 2019.

Building Permits: No building permit required. Project is not required to be submitted to DEB. All other permits are the responsibility of the Contractor.

Time for Completion is 120 calendar days to Substantial completion. Final Completion shall be within 30 days after the date of Substantial completion.

Prevailing wage rate requirements WILL be required for bids over $250,000.

Access to work is limited to the work schedule of the facility. Hours of operation are

Monday through Friday 7:00 am to 4:30 pm (alternate work hours can be incorporated with a minimum of one week notification).

Addenda to the project, if any, will be posted in eVA. All Addenda, if any, shall be acknowledged in the designated location on the Bid Form.

Copies of the Invitation for Bids documents, including the statement of work, will also be available for inspection at the following locations:

Owner's office- Building T0234, Fort Pickett

Notice of Invitation for Bids

Authorized Official of Owner/Agency James W. Ring Major General, VaARNG The Adjutant General of Virginia

INVITATION FOR BIDS for

Mac Hill Training Area

WO 122085

TABLE OF CONTENTS

CO Form #

BIDDING INFORMATION

Notice of Invitation for Bids --- Instructions to Bidders CO-7A Standard Bid Bond Form CO-10.2 Prebid Question Form --- Bid Form ---

GENERAL CONDITIONS & FORMS

General Conditions of the Construction Contract CO-7 Supplemental General Conditions --- Listing of Required Structural and Special Inspections CO-6b Contract Between Owner and Contractor CO-9 Workers Compensation Certificate of Insurance CO-9a Standard Performance Bond, CO-10 Standard Labor and Material Payment Bond CO-10.1 Construction Change Order CO-11 Change Order Estimate (General Contractor) GC-1 Change Order Estimate (Subcontractor) SC-1 Change Order Estimate (Sub-subcontractor) SS-1 Schedule of Values and Certificate for Payment CO-12 Affidavit of Payment of Claims CO-13 Contractor's Certificate of Substantial Completion CO-13.2a Contractor's Certificate of Completion CO-13.2 Submittal Register Format ---https://dgs.virginia.gov/search/documents-and-forms/?filter=DEB

SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

Section 01 Administrative Requirements Submittal Procedures Quality Requirements Product Requirements Execution and Closeout Requirements Construction Waste Management and Disposal

Appendices

• Scope of work

• Site Plan

• Lighting Plan

• Lighting Specifications

• Fan Specifications

• AAR Shed Pad Drawings

• AAR Shed Drawings https://dgs.virginia.gov/search/documents-and-forms/?filter=DEB

• VDOT LF-1 Standard

MAC HILL

DRIVER’S TRAINING

AREA UPGRADES

PROVIDE AND INSTALL NEW HEAVY

DUTY ASPHALT CONCRETE BASE

The existing improved lot is +/- 100,280 SF. Roughly 30 % has an old asphalt surface. The rest in covered with 12”-18” of compacted stone.

This Scope of Work will remove asphalt and sidewalk (south side) that is currently in place and re-grade parking lot and entrances to elevations provided and compacted ensuring positive drainage and eliminating the drastic grade change

MAC HILL DRIVER’S TRAINING SITE

REGIONAL TRAINING INSTITUTE [RTI] MAC HILL DRIVERS TRAINING SITE

Mac Hill training site location

MAP

Ft Pickett Main Gate

MAP2

MAC HILL

REGIONAL TRAINING INSTITUTE [RTI] MAC HILL DRIVERS TRAINING SITE

2 1

1. Remove existing asphalt.

Remove unsuitable soil as required to establish subgrade. (+/- 18”-20”).

2. Asphalt has already been removed. The Stone In this area is already 5”-16” thick. Subgrade is structurally sound.

3. Existing sidewalk to be removed. New Asphalt elevation to match or to be slightly higher than top of new sidewalk

E W

S D1

385.50

REMOVE ALL

EXISTING ASPHALT

REMOVE ALL

EXISTING ASPHALT

TO INCLUDE PAVED

PATH AROUND

PERIMETER

REMOVE ALL

EXISTING ASPHALT

TO INCLUDE PAVED

PATH AROUND

PERIMETER

BOX OUT AROUND

ELECTRICAL

SERVICES NO

ASPHALT

WIDEN ENTRANCE

TO 36’

WIDEN ENTRANCE

TO 36’

Pavillion to Remain

REMOVE ALL EXISTING

ASPHALT

TO INCLUDE 3 ENTRANCES

Proposed AAR Shelter

AAR Shelter Electrical Service to come from this pole.

Install new sub-panel on new 4 x 4 Post

C1 What are these?

Stockpile all spoils on site

BOX OUT AROUND

ELECTRICAL

SERVICES NO

ASPHALT

Pavillion to Remain

Proposed AAR Shelter

Soils Stockpile.

Compact and slope to drain for reuse.

Enclose entire pile with silt fenceADDITIVE BID #1

388’ X 3’ X 4” CONC

SIDEWALK

34’-8” X 15 X 4”

CONC APRON

Use excavated spoils to backfill against new asphalt edge as needed

Use excavated spoils to backfill against new asphalt edge as needed.

Slope to existing grade. No steeper than 2:1. Grade and seed

TYPICAL

Use excavated spoils to backfill against new asphalt edge as needed.

If Additional material is needed Fort Pickett has a Borrow Site less than 1 Mile away.

Contractor shall load and haul

385.50

This site currently drops off quickly as you approach the Southeast Corner.

Our Intent is to

RAISE THE

ELEVATION IN

THE Southeast corner by +/- 2.5 Feet (from 383.00 to 385.50)

Match existing grades from the Northwest entrance down to the 387.75 contour line.

From there we will work the elevations into the revised elevation.

Contractor shall be responsible for flatness and no ponding. Slight deviations in elevations [indicated] are permitted if necessary

387.75

387.00

386.85

.386.25

. 386.12

386.50

386.12

.386.50

Surface Mix (SM-19.0 W/76-22 binder) – 3”

Base Mix (BM) - 5"

Subbase (21A ) - 8"

MAC HILL PAVEMENT DESIGN PER VDOT RECOMMENDATION

40’ 40’ 40’

11 10

9 8

7 6 5 4 2 40’50’ 50’ 50’

75’ Pavement Width

50’

102’

27’

Rutted area

Mac Hill Site Investigation –Test Pits

*Not to scale.

# Stone Depth (Crusher Run) Pavement Depth Notes 1 4.5” -

2 7.5” - Section of concrete base found under stone.

3 6” - 17” of #3 stone under Crusher Run.

4 5.5” -

5 5.5” -

6 5.5” -

7 5” -

8 1.5” 2.5”

9 1.5” 1.5”

10 1.5” 1.25”

11 1.5” 1.25”

12 1.5” 3”

*Various soil conditions and stone depths present throughout; soil appears well compacted with minimal rutting.

12’ Min

132’

70’

50’70’

70’

12’ Wide 2’ Solid

White Box

435’ 252’

5’ Gaps 4” Red Line For Hardhats Past

This Point

8 ft 8in Wide Yellow Walking

Path

2’ Gap From Lane To Red Line

55’125’

MAC HILL REGIONAL TRAINING INSTITUTE [RTI] MAC HILL DRIVERS TRAINING SITE

PAINTED PARKING LINES

A13

MAC HILL AAR (After Action Review) SHELTER

This is Exactly the Same Plan as Provided

Add a 3’ Sunscreen / Awning Across the Front

Concrete Apron

ASAPHALT TRAINING AREA

EDGE OF ASAPHALT

Proposed AAR Shelter

Proposed Apron 12’

CJ EQ Spacing

These Notes Apply to Conc Apron & ADD BID ITEMS 1 Proposed Concrete Apron 4” Slab on Grade 6Mil Vapor Barrier A3 Concrete Mix W1.4/W1.4 Wire Mesh Reinforcing Radius Edges Medium to Heavy Broom Finish Joints Shall be Tooled, Not Sawn Cover with NLT 6 MIL Black Poly for 7 Days After Curing [Joints In Sidewalk to be Equally Spaced Not to Exceed

10’ OC]

Sidewalk to have Isolation Joints NTE 50’

Install +/- 40’ of 12” 16 GA CMP in swale under Apron

Concrete Apron Electrical Service

AAR Shelter

Concrete Apron

Asphalt Training Area

Existing Electrical Service Entry

E2E1

DEMO EXISTING 200

AMP PANEL.

REPLACE WITH NEW

NEMA 3, 240V, 24

CIRCUIT WITH 200

AMP MAIN

New 12” Culvert

AND Concrete Apron

12’

Proposed AAR Shelter

Proposed Concrete Apron

ASPHALT TRAINING AREA

Concrete Slab NLT 4” Above Grade

10’ OC]

Sidewalk to have Isolation Joints NTE 50’

Slope to Drain

Floor Slab Elev 389.97

Install +/- 40’ of 12” 16 GA CMP in swale under Apron 1.5” Conduit UG Elec

Service From Pole

LPS (Lightning Protection System)

Lightenin g Rod

Lightening Rod

Ground

Light

FANS

A3L

LPS

EXISTING UG WATER AND SEWER

All of the buildings shown on this Map have been removed from the inventory (torn down). We try to get all the associated service piping out with the demolition contracts, but we occasionally miss something. It is the Contractors” Responsibility to Call Miss Utility NLT 7 Days Prior to Mobilization. Any questions or concerns with unearthed, unmarked, buried treasures should be brought to the Project Managers (PM) attention Immediately

MAC HILL TRAINING SITE

Thank You for your interest in our Project

W W

G R

U R

L D

R T

N E, V A

N U

D R

B Y:

W C

A R

T, R

M O

N D

, V A

7-ny fe le rs ur ve y.

co m

SHEET NO.: 1 OF 1

1" =3

N A

V A

S O

Z O

N E

7/27/2026

KAREN A.

HUBBARD

Lic. No. 3668

WEALTH OF V IRG

LAND SURVEYOR

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CARPORT

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SIGN

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EBOX

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SHED

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ASPHALT AND CONCRETE IN THIS AREA PARTIALLY BURIED UNDER SEDIMENT

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RIM EL.=386.91 INV. EL. 8" RCP NE=380.40 INV. EL. 6" SW=382.02 (ABANDONED)

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RIM EL.=386.48 INV. EL. 8" RCP NE=379.11 INV. EL. 8" RCP SW=379.16

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RIM EL.=382.00 INV. EL. 8" RCP NE=372.01 INV. EL. 8" RCP SW=372.09

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RIM EL.=386.29 INV. EL. 8" RCP NE=375.80 INV. EL. 8" RCP NW=375.88 (ABANDONED)

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INV. EL. 12" RCP=383.01

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INV. EL. 12" RCP=383.37

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INV. EL. 12" RCP=383.35

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INV. EL. 12" RCP=383.14

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INV. EL. 12" CMP=383.77

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INV. EL. 10" RCP=384.34

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INV. EL. 10" RCP=384.34

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INV. EL. 12" CMP=383.73

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INV. EL. 12" CMP=384.93

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INV. EL. 12" CMP=385.36

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INV. EL. 12" CMP=382.94

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INV. EL. 12" CMP=381.89 (BURIED)

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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COMM. VAULT

AutoCAD SHX Text NOTES: 1. THIS TOPOGRAPHIC SURVEY IN NOTTOWAY COUNTY, VA WAS COMPLETED UNDER THE DIRECT SUPERVISION AND THIS TOPOGRAPHIC SURVEY IN NOTTOWAY COUNTY, VA WAS COMPLETED UNDER THE DIRECT SUPERVISION AND RESPONSIBLE CHARGE OF KAREN A HUBBARD FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;THE IMAGERY AND DATA WAS OBTAINED ON 7/16/2026;AND THIS MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 2. VERTICAL DATUM: NAVD88, HORIZONTAL DATUM: NAD83, VIRGINIA SOUTH ZONE VERTICAL DATUM: NAVD88, HORIZONTAL DATUM: NAD83, VIRGINIA SOUTH ZONE 3. SITE CONTROL WAS REFERENCED HORIZONTALLY TO THE CURRENT REALIZATION OF THE NORTH AMERICAN DATUM SITE CONTROL WAS REFERENCED HORIZONTALLY TO THE CURRENT REALIZATION OF THE NORTH AMERICAN DATUM 1983(2011) US STATE PLANE COORDINATE SYSTEM (SPC) ZONE VIRGINIA SOUTH (4502). VERTICAL COMPONENTS WERE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) UTILIZING RTK GNSS OBSERVATIONS REDUCED TO ORTHOMETRIC HEIGHTS BY APPLYING THE GEOID18 GRAVIMETRIC MODEL. BOTH HORIZONTAL AND VERTICAL COORDINATES ARE EXPRESSED IN US SURVEY FEET. 4. UTILITIES SHOWN ARE FROM FIELD LOCATED EVIDENCE OF SURFACE UTILITIES AND CLIENT PROVIDED MAPPING. UTILITIES SHOWN ARE FROM FIELD LOCATED EVIDENCE OF SURFACE UTILITIES AND CLIENT PROVIDED MAPPING. UTILITY LOCATIONS ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS SURVEY. 5. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. THIS MAP IS NOT A BOUNDARY SURVEY. NO THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. THIS MAP IS NOT A BOUNDARY SURVEY. NO BOUNDARY RESEARCH OR FIELD WORK WAS PERFORMED IN THE PREPARATION OF THIS MAP. 6. THIS MAP WAS PREPARED FOR THIS MAP WAS PREPARED FOR COMMONWEALTH OF VIRGINIA - DEPARTMENT OF MILITARY AFFAIRS FORT PICKETT BLACKSTONE, VA 23824

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AutoCAD SHX Text LEGEND SURVEY CONTROL POINT SIGN LIGHT POLE POWER POLE GUY WIRE ELECTRIC JUNCTION BOX ELECTRIC METER SANITARY MANHOLE WATER VALVE FIRE HYDRANT TELEPHONE PEDESTAL TREELINE FENCELINE OVERHEAD UTILITY LINE STORM SEWER SANITARY SEWER UNDERGROUND WATER LINE ASPHALT CONCRETE

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0.1 0.1 0.1 0.1 0.2 0.4 0.7 0.9 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.8 0.6 0.2 0.2 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.2 0.3 0.7 1.2 1.4 1.4 1.2 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.9 1.1 1.3 1.4 1.4 1.0 0.5 0.2 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.2 0.5 1.2 2.0 2.1 1.8 1.6 1.4 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.7 2.0 2.2 1.8 0.9 0.3 0.2 0.1 0.1 0.1

0.1 0.1 0.1 0.3 0.7 2.2 3.1 2.8 2.4 2.0 1.7 1.4 1.2 1.1 1.0 1.0 1.0 1.1 1.3 1.5 1.8 2.0 2.1 1.8 1.4 1.3 1.4 1.5 1.6 1.6 1.5 1.4 1.2 1.1 1.1 1.1 1.3 1.5 1.8 2.2 2.7 3.2 3.3 1.8 0.6 0.3 0.1 0.1 0.1

0.1 0.1 0.1 0.5 1.5 3.9 4.3 3.9 3.2 2.6 2.0 1.7 1.4 1.2 1.1 1.1 1.2 1.3 1.6 2.0 2.6 3.4 4.4 5.0 4.6 3.4 4.4 4.7 4.3 3.4 2.6 2.0 1.6 1.4 1.3 1.4 1.5 1.8 2.2 2.8 3.5 4.3 4.9 3.7 1.1 0.4 0.2 0.1 0.1

0.1 0.1 0.2 0.9 2.7 5.5 6.0 5.1 4.0 3.0 2.3 1.8 1.5 1.3 1.2 1.2 1.3 1.4 1.7 2.1 2.8 3.7 4.7 5.9 7.6 9.0 7.5 5.9 4.8 3.8 2.9 2.3 1.9 1.6 1.5 1.5 1.7 2.0 2.5 3.3 4.4 5.7 6.6 5.9 2.1 0.8 0.2 0.2 0.1

0.1 0.2 0.4 1.3 4.0 8.2 7.9 6.0 4.4 3.2 2.5 1.9 1.6 1.4 1.3 1.3 1.3 1.5 1.7 2.0 2.5 3.2 4.2 5.8 8.2 9.5 8.2 5.7 4.2 3.3 2.7 2.2 1.9 1.7 1.6 1.7 1.8 2.2 2.8 3.7 5.1 7.0 9.1 9.1 3.7 1.3 0.4 0.2 0.2

0.2 0.2 0.7 2.0 6.4 9.4 8.1 6.0 4.3 3.2 2.4 1.9 1.6 1.4 1.3 1.3 1.3 1.4 1.6 1.8 2.2 2.9 3.8 5.3 6.8 7.5 6.8 5.2 3.8 2.8 2.3 2.0 1.8 1.6 1.6 1.7 1.9 2.2 2.8 3.7 5.1 7.0 9.4 10.5 7.1 2.7 0.9 0.3 0.2

0.2 0.4 1.0 3.6 6.7 8.2 7.1 5.4 3.9 2.9 2.3 1.8 1.5 1.4 1.3 1.2 1.2 1.3 1.4 1.6 2.0 2.6 3.4 4.3 5.1 5.5 5.1 4.3 3.3 2.5 2.0 1.7 1.6 1.5 1.6 1.6 1.8 2.2 2.7 3.4 4.5 6.1 7.9 8.8 7.1 4.7 1.4 0.5 0.3

0.3 0.5 1.4 4.0 5.6 6.3 5.7 4.6 3.5 2.7 2.1 1.7 1.5 1.3 1.2 1.2 1.2 1.2 1.3 1.5 1.9 2.3 2.8 3.4 3.9 4.1 3.9 3.5 2.9 2.3 1.9 1.6 1.5 1.4 1.5 1.6 1.7 2.0 2.4 3.0 3.8 4.9 6.1 6.5 5.7 4.7 2.5 0.9 0.4

0.3 0.7 1.8 3.5 4.4 4.6 4.4 3.7 3.0 2.4 2.0 1.6 1.4 1.2 1.2 1.1 1.1 1.1 1.3 1.4 1.7 2.0 2.4 2.8 3.0 3.1 3.0 2.8 2.4 2.0 1.7 1.5 1.4 1.3 1.4 1.5 1.6 1.8 2.1 2.6 3.2 3.9 4.5 4.7 4.3 3.8 2.7 1.3 0.5

0.4 0.9 1.8 2.8 3.3 3.5 3.3 3.0 2.6 2.2 1.8 1.5 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.4 1.6 1.8 2.1 2.3 2.5 2.5 2.4 2.3 2.1 1.8 1.6 1.4 1.3 1.3 1.3 1.4 1.5 1.7 1.9 2.3 2.7 3.1 3.4 3.4 3.2 2.9 2.3 1.5 0.8

0.5 1.0 1.6 2.2 2.5 2.7 2.6 2.4 2.2 1.9 1.7 1.4 1.3 1.2 1.1 1.0 1.0 1.1 1.2 1.3 1.5 1.7 1.8 2.0 2.1 2.1 2.1 2.0 1.8 1.7 1.5 1.4 1.3 1.2 1.2 1.3 1.4 1.6 1.8 2.0 2.3 2.5 2.7 2.6 2.4 2.3 1.9 1.4 0.8

0.6 1.0 1.4 1.8 2.0 2.2 2.2 2.1 1.9 1.7 1.5 1.4 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.6 1.7 1.8 1.9 1.9 1.9 1.8 1.7 1.6 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.5 1.7 1.8 2.0 2.1 2.2 2.1 1.9 1.8 1.6 1.3 0.9

0.6 1.0 1.3 1.6 1.8 1.9 2.0 1.9 1.7 1.6 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.4 1.5 1.7 1.8 1.8 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.9 1.9 1.7 1.6 1.4 1.1 0.8

0.7 1.0 1.3 1.6 1.8 1.9 1.9 1.8 1.6 1.5 1.4 1.2 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.5 1.7 1.8 1.9 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.9 1.8 1.6 1.5 1.3 1.1 0.8

0.7 1.1 1.5 1.8 1.9 2.0 1.9 1.8 1.6 1.5 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.6 1.8 1.9 2.0 2.1 2.0 1.8 1.7 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.5 1.7 1.8 1.9 2.0 2.0 1.9 1.8 1.6 1.4 1.1 0.8

0.8 1.3 1.7 2.1 2.3 2.3 2.1 1.9 1.7 1.5 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.3 1.5 1.7 1.9 2.2 2.3 2.4 2.2 2.0 1.8 1.6 1.4 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.8 2.0 2.2 2.3 2.4 2.3 2.1 1.8 1.5 1.1 0.8

0.8 1.5 2.2 2.7 2.9 2.8 2.5 2.2 1.8 1.6 1.4 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.3 1.5 1.9 2.2 2.6 2.8 2.9 2.7 2.4 2.1 1.8 1.5 1.4 1.3 1.3 1.3 1.4 1.6 1.8 2.0 2.3 2.6 2.8 2.9 2.9 2.6 2.2 1.7 1.2 0.7

0.7 1.7 2.8 3.6 3.8 3.5 3.0 2.4 2.0 1.7 1.4 1.2 1.1 1.0 1.0 1.0 1.0 1.1 1.1 1.3 1.6 2.1 2.6 3.2 3.6 3.7 3.4 2.9 2.3 1.9 1.6 1.5 1.4 1.4 1.4 1.5 1.7 1.9 2.2 2.6 3.1 3.6 3.9 3.9 3.4 2.7 1.9 1.1 0.6

0.5 1.7 3.7 4.9 5.1 4.4 3.5 2.8 2.2 1.8 1.5 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.4 1.7 2.3 3.0 3.9 4.7 4.8 4.3 3.5 2.7 2.1 1.8 1.7 1.6 1.5 1.6 1.7 1.8 2.1 2.5 3.1 3.9 4.7 5.4 5.3 4.6 3.4 1.9 0.9 0.4

0.4 1.4 4.3 6.5 6.8 5.5 4.2 3.1 2.4 1.9 1.6 1.4 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.5 1.8 2.4 3.4 4.8 6.2 6.6 5.7 4.3 3.2 2.4 2.1 1.9 1.8 1.7 1.7 1.8 2.0 2.3 2.8 3.5 4.7 6.1 7.4 7.5 5.9 3.8 1.5 0.6 0.3

0.3 1.1 4.0 8.1 8.3 6.6 4.8 3.5 2.7 2.1 1.7 1.4 1.3 1.2 1.1 1.1 1.2 1.3 1.4 1.7 2.1 2.6 3.7 5.6 7.9 8.9 7.3 5.1 3.7 3.0 2.6 2.2 2.0 1.8 1.8 1.9 2.1 2.5 3.2 4.1 5.6 7.6 9.8 9.9 6.5 2.9 0.8 0.4 0.2

0.2 0.9 2.4 8.1 9.3 7.4 5.5 3.9 2.9 2.2 1.8 1.5 1.3 1.2 1.2 1.2 1.2 1.4 1.6 1.9 2.4 3.1 4.1 5.7 8.6 10.3 8.1 5.9 4.8 3.8 3.0 2.5 2.1 1.9 1.8 1.9 2.2 2.7 3.4 4.6 6.4 8.9 11.2 10.6 4.8 1.4 0.5 0.3 0.2

0.1 0.6 1.6 5.5 8.5 7.5 5.6 4.1 3.0 2.3 1.8 1.5 1.3 1.2 1.2 1.2 1.3 1.4 1.7 2.1 2.8 3.6 4.8 6.1 7.1 7.6 7.0 6.6 5.6 4.3 3.3 2.5 2.1 1.8 1.8 1.9 2.1 2.6 3.4 4.6 6.4 8.8 10.1 7.3 2.0 0.8 0.3 0.2 0.2

0.1 0.3 1.1 3.3 5.8 6.1 5.0 3.8 2.8 2.2 1.7 1.5 1.3 1.2 1.1 1.1 1.2 1.4 1.7 2.2 2.9 3.8 4.8 5.2 4.2 2.3 3.3 4.5 4.5 3.6 2.8 2.2 1.8 1.6 1.6 1.7 1.9 2.4 3.1 4.1 5.3 6.5 6.7 4.0 1.2 0.4 0.2 0.2 0.1

0.1 0.2 0.6 1.6 3.7 4.2 3.9 3.2 2.5 2.0 1.6 1.4 1.2 1.1 1.0 1.1 1.1 1.3 1.5 1.9 2.3 2.7 2.8 2.0 1.3 0.8 1.1 1.3 1.6 1.7 1.7 1.6 1.4 1.3 1.3 1.5 1.7 2.0 2.5 3.2 4.0 4.7 4.3 1.7 0.6 0.2 0.2 0.1 0.1

0.1 0.1 0.3 0.8 1.9 2.7 2.7 2.4 2.1 1.7 1.4 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.3 0.9 0.8 0.6 0.4 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.1 1.2 1.4 1.6 1.9 2.4 2.9 3.1 2.0 0.7 0.3 0.1 0.1 0.1 0.1

0.1 0.1 0.2 0.4 1.0 1.6 1.8 1.7 1.6 1.4 1.2 1.1 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.5 1.8 2.0 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.1

0.1 0.1 0.2 0.3 0.6 1.0 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.9 1.0 1.1 1.2 1.2 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.2 0.3 0.6 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 le

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Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire

Lumens Luminaire Watts

Total Watts

12 x17xfu330-330w-5000k Single 1.000 44892 322.207 3866.484

FXLED300SF

Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright © 2019 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice

Ultra high output, high efficiency LED floodlight with NEMA Types: 7H x 6V, 6H x 4V, 4H x 6V, 5H x 5V and 3H x 3V. patent-pending "Air-Flow" technology ensures long LED and driver lifespan. Use for general and security lighting for large areas, building façades, signs and landscapes.

Color: Bronze Weight: 66.1 lbs

Project: Type:

Prepared By: Date:

Driver Info Type Constant Current

120V 2.65A

208V 1.59A

240V 1.38A

277V 1.17A

Input Watts 325.90W

Efficiency 92%

LED Info Watts 300.00W

Color Temp 5000K (Cool)

Color Accuracy 72 CRI

L70 Lifespan 100,000

Lumens 45,171

Efficacy 138.6 LPW

Technical Specifications

Listings

UL Listing:

Suitable for wet locations. Suitable for ground mounting.

IESNA LM-79 & LM-80 Testing:

RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80.

DLC Listed:

This product is listed by Design Lights Consortium (DLC) as an ultra-efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities.DLC Product Code: PF5PMFXJ

Optical

NEMA Type:

NEMA Beam Spread of 7H x 6V

LED Characteristics

Lifespan:

100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations

LEDs:

Multip-chip, high-output, long-life LEDs

Color Consistency:

7-step MacAdam Ellipse binning to achieve consistent fixture-to-fixture color

Color Stability:

LED color temperature is warrantied to shift no more than 200K in CCT over a 5-year period

Color Uniformity:

RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017.

Construction

IP Rating:

Ingress Protection rating of IP66 for dust and water

Maximum Ambient Temperature:

Suitable for use in 40°C (104°F)

Effective Projected Area:

EPA = 4

Cold Weather Starting:

Minimum starting temperature is -40°C (-40°F)

Thermal Management:

Superior thermal management with external "Air- Flow" fins

Lens:

Tempered glass lens

Housing:

Die-cast aluminum housing and door frame

Mounting:

Heavy-duty slipfitter for 2 3/8"OD pipe

Reflector:

Specular and semi-specular vacuum-metalized polycarbonate

Gaskets:

High-temperature silicone gaskets

FT PICKETT AF

Technical Specifications (continued)

Construction

Finish:

Formulated for high durability and long-lasting color

Green Technology:

Mercury and UV free. RoHS-compliant components.

Electrical

Drivers:

Constant Current, 1050mA, 50/60 Hz, 120-277V, 4 kV surge protection, 120V: 2.65A, 208V: 1.59A, 240V: 1.38A, 277V: 1.17A, THD <20%, Power Factor: 99%

THD:

9.26% at 120V, 12.56% at 277V

Power Factor:

99.3% at 120V, 96.6% at 277V

Note:

All values are typical (tolerance +/- 10%)

Other

Warranty:

RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish.

RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty.

Equivalency:

Equivalent to 1500W Metal Halide

Buy American Act Compliance:

RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant.

Dimensions Features 300W replaces 1000 MH floodlights

100,000-hour LED lifespan

5-Year, No-Compromise Warranty

Ordering Matrix

Family Wattage Mounting Color Temp NEMA Type Finish Driver Options Options Other Options

FXLED 300 SF

200 = 200W 300 = 300W

SF = Slipfitter T = Trunnion

Blank = 5000K (Cool)

N = 4000K (Neutral)

Y = 3000K (Warm)

Blank = 7H x 6V

B64 = 6H x 4V

B55 = 5H x 5V

B33 = 3H x 3V

B46 = 4H x 6V

Blank = Bronze

W = White

Blank = 120-277V /480 = 480V

/BL = Bi-Level (Slipfitters only) 1

/D10 = 0-10V Dimming

Blank = No option /PCS = 120V Swivel

/PCS2 = 277V

Swivel

/PCT = 120-277V

Twistlock

/PCT4 = 480V

Twistlock

/PCS4 = 480V

Swivel

/LC = Lightcloud® Controller

USA = BAA

Compliant

Blank = Standard

1 Slipfitter models only

FXLED300SFB55

Color: Bronze Weight: 66.1 lbs

Project: Type:

Prepared By: Date:

Driver Info Type Constant Current

120V 2.65A

208V 1.59A

240V 1.38A

277V 1.17A

Input Watts 321.80W

Efficiency 93%

LED Info Watts 300.00W

Color Temp 5000K (Cool)

Color Accuracy 72 CRI

L70 Lifespan 100,000

Lumens 44,160

Efficacy 137.2 LPW

Technical Specifications

Listings

UL Listing:

Suitable for wet locations. Suitable for ground mounting.

IESNA LM-79 & LM-80 Testing:

RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80.

DLC Listed:

This product is listed by Design Lights Consortium (DLC) as an ultra-efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities.DLC Product Code: PQWZ5Z1L

Optical

NEMA Type:

NEMA Beam Spread of 5H x 5V

LED Characteristics

Lifespan:

100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations

LEDs:

Multip-chip, high-output, long-life LEDs

Color Consistency:

7-step MacAdam Ellipse binning to achieve consistent fixture-to-fixture color

Color Stability:

LED color temperature is warrantied to shift no more than 200K in CCT over a 5-year period

Color Uniformity:

Construction

IP Rating:

Ingress Protection rating of IP66 for dust and water

Maximum Ambient Temperature:

Suitable for use in 40°C (104°F)

Effective Projected Area:

EPA = 4

Cold Weather Starting:

Minimum starting temperature is -40°C (-40°F)

Thermal Management:

Superior thermal management with external "Air- Flow" fins

Lens:

Tempered glass lens

Housing:

Die-cast aluminum housing and door frame

Mounting:

Heavy-duty slipfitter for 2 3/8"OD pipe

Reflector:

Specular and semi-specular vacuum-metalized polycarbonate

Gaskets:

High-temperature silicone gaskets

Technical Specifications (continued)

Construction

Finish:

Formulated for high durability and long-lasting color

Green Technology:

Mercury and UV free. RoHS-compliant components.

Electrical

Drivers:

Constant Current, 1050mA, 50/60 Hz, 120-277V, 4 kV surge protection, 120V: 2.65A, 208V: 1.59A, 240V: 1.38A, 277V: 1.17A, THD <20%, Power Factor: 99%

THD:

8.85% at 120V, 11.12% at 277V

Power Factor:

99.4% at 120V, 97.1% at 277V

Note:

All values are typical (tolerance +/- 10%)

Other

Warranty:

RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty.

Equivalency:

Equivalent to 1500W Metal Halide

Buy American Act Compliance:

Dimensions Features 300W replaces 1000 MH floodlights

100,000-hour LED lifespan

5-Year, No-Compromise Warranty

Ordering Matrix

Family Wattage Mounting Color Temp NEMA Type Finish Driver Options Options Other Options

FXLED 300 SF B55

200 = 200W 300 = 300W

SF = Slipfitter T = Trunnion

Blank = 5000K (Cool)

N = 4000K (Neutral)

Y = 3000K (Warm)

Blank = 7H x 6V

B64 = 6H x 4V B55 = 5H x 5V B33 = 3H x 3V B46 = 4H x 6V

Blank = Bronze

W = White

Blank = 120-277V /480 = 480V

/BL = Bi-Level (Slipfitters only) 1

/D10 = 0-10V Dimming

Blank = No option /PCS = 120V Swivel

/PCS2 = 277V

Swivel

/PCT = 120-277V

Twistlock

/PCT4 = 480V

Twistlock

/PCS4 = 480V

Swivel

/LC = Lightcloud® Controller

USA = BAA

Compliant

Blank = Standard

1 Slipfitter models only

WPLED4T260/D10

Color: Bronze Weight: 82.1 lbs

Project: Type:

Prepared By: Date:

Driver Info Type Constant Current

120V 2.2A

208V 1.3A

240V 1.1A

277V 1.0A

Input Watts 262.50W

Efficiency 99%

LED Info Watts 260.00W

Color Temp 5000K (Cool)

Color Accuracy 70 CRI

L70 Lifespan 100,000

Lumens 27,428

Efficacy 104.5 LPW

Technical Specifications

Listings

UL Listing:

Suitable for wet locations

IESNA LM-79 & IESNA LM-80 Testing:

RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80.

DLC Listed:

This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. DLC Product Code: PJ27KN6A

Construction

IP Rating:

Ingress Protection rating of IP66 for dust and water

IES Classification:

The Type IV distribution (also known as a Forward Throw) is especially suited for mounting on the sides of buildings and walls, and for illuminating the perimeter of parking areas. It produces a semiCircular distribution with essentially the same candlepower at lateral angles from 90° to 270°.

Maximum Ambient Temperature:

Suitable for use in 40°C (104°F)

Cold Weather Starting:

Minimum starting temperature is -40°C (-40°F)

Thermal Management:

Superior heat sinking with external Air-Flow fins

Housing:

Die-cast aluminum with airflow fins for cooling

Lens:

Tempered glass

Reflector:

Vacuum-metalized polycarbonate

Gaskets:

High-temperature silicone gaskets

Finish:

Formulated for high durability and long-lasting color

Green Technology:

Mercury and UV free. RoHS-compliant components.

LED Characteristics

LEDs:

Multi-chip, high-output, long-life LEDs

Color Consistency:

3-step MacAdam Ellipse binning to achieve consistent fixture-to-fixture color

Color Stability:

LED color temperature is warrantied to shift no more than 200K in CCT over a 5-year period

Color Uniformity:

Electrical

Drivers:

Constant Current, Class 1, 1660mA, 100-277V, 50-60Hz, 120V: 2.2A, 208V: 1.3A, 240V: 1.1A, 277V: 1.0A

WPLED4T260/D10

Technical Specifications (continued)

Electrical

Dimming Driver:

Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims as low as 10%.

Surge Protection:

6kV

Other

Warranty:

RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty.

Patents:

The WPLED design is protected by patents pending in the U.S., Canada, China, Taiwan and Mexico.

Equivalency:

Equivalent to 750W Metal Halide

Buy American Act Compliance:

Dimensions Features High output, high efficiency LED

Maintains 70% of initial lumens at 100,000-hours

Weatherproof high temperature silicone gaskets

Superior heat sinking with die cast aluminum housing and external fins

5-Year, No-Compromise Warranty

Ordering Matrix

Family Distribution Wattage Color Temp Mounting Finish Dimming Driver Options Options Other Options

WPLED 4T 260 /D10

4T = Type IV 3T = Type III 2T = Type II

260 = 260W 360 = 360W

Blank = 5000K (Cool)

N = 4000K (Neutral)

Y = 3000K (Warm)

Blank = Arm FX = Flat

Mount

Blank = Bronze

W = White

/D10 = 120-277V, 0-10V Dimming

/480/D10 = 480V, 0-10V Dimming

/LC = Lightcloud Control Installed

Blank = No Option

/PCT = 120-277V

Twistlock Photocell /PCT4 = 480V Twistlock

Photocell /WS4 = Motion

Sensor/Photocell (40' H/60' D)

/WS10 = Motion Sensor/Photocell (40'

H/100' D)

USA = BAA

Compliant Blank = Standard

1 Not available for slipfitter models.

BULL2

Bullhorn bracket safely supports HID floodlights. Great with Floodzilla, Megaflood and Flexflood models.

Color: Bronze Weight: 21.4 lbs

Project: Type:

Prepared By: Date:

Technical Specifications

Construction

Finish:

Chip and fade resistant bronze polyester powder coating Weather resistant polyester powder, bronze

Bullhorns:

2 tenons for slip fitters. Bullhorns fit 2 3/8" (6cm) O.D. tenons and accommodate 2 3/8" (6cm) slip fitters. Steel tubing.150" and.200" thick welded with

(4) 3/8" bolts for securing to pole.

Slipfitters & Wall Brackets:

3/16" thick steel with 1/2" nuts and bolts

Bracket EPA:

1.35.

Maximum Weight Capacity:

100 lbs per arm

EPA Maximum Capacity:

5.0 per arm.

Other

Patents:

The designs of fixtures are protected under U.S.

and international intellectual property laws.

Buy American Act Compliance:

BULL2

Dimensions Features Easy, secure floodlight mounting

Double Reinforced weld joints

BULL3

Bullhorn bracket safely supports HID floodlights. Great with Floodzilla, Megaflood and Flexflood models.

Color: Bronze Weight: 25.6 lbs

Project: Type:

Prepared By: Date:

Technical Specifications

Construction

Finish:

Formulated for high durability and long-lasting color

Bullhorns:

3 tenons for slip fitters. Bullhorns fit 2 3/8" (6cm) O.D. tenons and accommodate 2 3/8" (6cm) slip fitters. Steel tubing.150" and.200" thick welded with

(4) 3/8" bolts for securing to pole.

Slipfitters & Wall Brackets:

3/16" thick steel with 1/2" nuts and bolts

Bracket EPA:

2.0.

Weight:

25.6 lbs

Maximum Weight Capacity:

90 lbs. per arm.

EPA Maximum Capacity:

4.0 per arm

Other

Patents:

The designs of fixtures are protected under U.S.

and international intellectual property laws.

Buy American Act Compliance:

RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the

BULL3

Dimensions Features Easy, secure floodlight mounting

Double Reinforced weld joints

PTR8-07-30WT

Color: Bronze Weight: 389.1 lbs

Project: Type:

Prepared By: Date:

Technical Specifications

Listings

CSA Listed:

Suitable for wet locations

Construction

Description:

Steel pole 8" taper 7 gauge 30 foot welded tenon square base

Base Shaft Diameter:

Hand Holes:

Reinforced with grounding lug and removable cover

Base Plates:

Slotted base plates 36,000 p.s.i.

Color:

Bronze powder coating

Height:

30 FT

Gauge:

Wall Thickness:

3/16"

Anchor Bolt Templates:

WARNING Template must be printed on 11" x 17" sheet for actual size. CHECK SCALE BEFORE USING. Templates shipped with anchor bolts and available online.

Maximum EPAs/Maximum Weights:

70MPH: 23.1 ft./640 lb.

80MPH: 15.4 ft./630 lb.

90MPH: 10.1 ft./620 lb.

100MPH: 6.4 ft./600 lb.

110MPH: 3.6 ft./600 lb.

120MPH: 1.5 ft./580 lb.

130MPH: 0.1 ft./400 lb.

Accessories:

Base/Cap: BASE-RT8 Anchor Bolts: BOLT5-8

Other

Terms of Sale:

Pole Terms of Sale is available online.

Buy American Act Compliance:

RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the

PTR8-07-30WT

Dimensions

Ordering Matrix

Family Shape Size Gauge Height Drilled/Welded Tenon

P TR 8 7 30 WT

R = Round TR = Taped Round

4 = 4" 5 = 5" 6 = 6" 7 = 7" 8 = 8"

7 = 7 11 = 11

10 = 10' 15 = 15' 20 = 20' 25 = 25' 30 = 30'

D2 = Drilled WT = Welded Tenon

BASE-RT8

Color: Bronze Weight: 7.2 lbs

Project: Type:

Prepared By: Date:

Technical Specifications

Construction

Finish:

Formulated for high durability and long-lasting color

Other

Buy American Act Compliance:

RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the

BOLT5-8

Color: Bronze Weight: 30.9 lbs

Project: Type:

Prepared By: Date:

Technical Specifications

Construction

Finish:

Formulated for high durability and long-lasting color

Other

Buy American Act Compliance:

RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the

DAYTON Mounted Fan: 24 in Blade Dia, 115V AC, 1/4 hp Motor HP, Ceiling/Wall Mount, Non-Oscillating

Item 1ZCN8 Mfr. Model 1ZCN8

Product Details Catalog Page 2792

Brand DAYTON

Blade Diameter 24 in

Oscillation Non-Oscillating

Watts 320 W

Number of Speeds 1

Voltage 115V AC

Motor HP 1/4 hp

Amps 2.8

Compliance & Restrictions

Documents

Product Categories / HVAC and Refrigeration / Cooling Fans / Industrial Cooling Fans / Industrial Wall-Mount Fans / DAYTON Mounted Fan: 24 in Blade Dia…

Web Price $324.65 / each

This item requires special shipping, additional charges may apply.

Ship to 10001 | Change

Shipping Weight 36.5 lbs Ship Availability Terms

Add to List

Add to Cart1 Qty

Ship Pickup

Expected to arrive Mon. Aug 03.

WARNING: Cancer and Reproductive Harm -www.P65Warnings.ca.gov

Greenhouse Air Circulator Parts Diagram https://www.grainger.com/ https://www.grainger.com/content/general-catalog?pagelabel=2792&search=1ZCN8 https://www.grainger.com/category https://www.grainger.com/category/hvac-and-refrigeration https://www.grainger.com/category/hvac-and-refrigeration/cooling-fans https://www.grainger.com/category/hvac-and-refrigeration/cooling-fans/industrial-cooling-fans https://www.grainger.com/category/hvac-and-refrigeration/cooling-fans/industrial-cooling-fans/industrial-wall-mount-fans https://www.p65warnings.ca.gov/ https://www.grainger.com/ec/pdf/Greenhouse-Air-Circulator-Parts-Diagram.pdf

Fan Mounting Location Ceiling; Wall

Air Velocity @ 10 Ft. 1050 fpm

Air Velocity @ 20 Ft. 500 fpm

Air Velocity @ 40 Ft. 150 fpm

Assembly Required No

Max. Ambient Temp. 104 °F

Hz 60 Hz

Motor Design Permanent Split Capacitor

Motor Enclosure Totally Enclosed Air-Over

Motor Insulation B

Thermal Protection Automatic Reset

Fan Power Source Plug-In

Fan Cord Length 10 ft

NEMA Plug Configuration 5-15P

Height 27 in

Width 27 in

Depth 13-1/4 in

Number of Blades 3

Blade Material Aluminum

Shaft Dia. 1/2 in

Fan Blade Color Silver

Fan Housing Material Steel

Color Gray

Wire Guard Finish Powder Coated

Features AC Motor

Number of Conductors 3

Housing Finish - Fans Powder Coated

Height Adjustment Fixed Height

Max. Mounting Height Unrestricted

Drive Type Direct Drive

Standards cULus

Includes Mounting Chains; S-Hooks

Product Type Circulating Fan

Manufacturer Part Number 1ZCN8

Airflow 6,450 cfm

Application Industrial

Mounting Type Bracket

Sound Level - Maximum 74 dBA

Speed 1,100 RPM

UNSPSC 40101602

Country of Origin China (subject to change)

Compatible Products

Product Description Corrosion-resistant industrial wall-mount fans circulate air in wet or humid environments where floor space is limited. They are made with materials that resist moisture and routine cleaning, and they mount to walls or other elevated surfaces to free up floor space. These fans are commonly used in greenhouses, livestock buildings, and outdoor or high-moisture areas where airflow is needed.

VIRGINIA DEPARTMENT OF TRANSPORTATION

LF-1

REFERENCE

SPECIFICATION

W D

2’ 6" 8’ 8 - 8

ANCHOR BOLTS

BOLT CIRCLE 1 " CONDUIT

ANCHOR BOLTS

BOLT PROJECTION AS

REQUIRED BY LIGHTING

POLE MANUFACTURER

GROUNDING ELECTRODE

BARS EVENLY SPACED

W(DIA.)

12" OVERLAP

4 TIE BARS

VERTICAL BARS

LIGHTING POLE FOUNDATION

INSTALLATION DETAILS

TYPE

NOTES:

4 REINFORCING TIE BARS @

12" MAX. (TYP.)

3" COVER

4" MIN.

SEE DETAIL A

OF TIE BAR

PLAN VIEW

SECTION A-A

PLAN VIEW

OR DETAIL C

SEE DETAIL B

FOUNDATION

CONCRETE

CLASS A3

(TYP.)

HEAVY HEX NUT

CONDUCTOR

GROUNDING ELECTRODE

1" MIN. CONDUIT

T E

(SEE NOTE 3)

CONDUIT

(SEE NOTE 3)

CONDUIT

SIDEWALK

VERTICAL REINFORCEMENT

(SEE NOTE 3)

CONDUIT(S)

ADJACENT TO THE FOUNDATION.

THE BOTTOM OF THE SIDEWALK OR THE POINT OF LOWEST GRADED ELEVATION

11. D IS THE MINIMUM DISTANCE FROM THE BOTTOM OF THE POLE FOUNDATION TO

THE ANTICIPATED WATER LEVELS.

FOUNDATIONS ADJACENT TO ANY DITCH SHALL BE ABOVE GRADE AND ABOVE

DRAINAGE DITCH, BUT SHALL NOT IMPEDE THE DRAINAGE FLOWS. TOPS OF

DITCH. FOUNDATIONS MAY BE INSTALLED IN THE FRONT OR BACK SLOPE OF A

10. FOUNDATIONS SHALL NOT BE INSTALLED IN THE CENTER OF A DRAINAGE

ALLOWED.

9. ANCHOR BOLTS SHALL BE STRAIGHT. THREADED REINFORCING STEEL IS NOT

COVERINGS.

SEALANT. THE SEALANT SHALL NOT HAVE A DELETERIOUS EFFECT ON CABLE

WITH AN APPROVED SOFT, PLIABLE, AND EASILY REMOVABLE WATERPROOF

8. OPEN ENDS OF CONDUITS WITH CONDUCTORS INSTALLED SHALL BE SEALED

7. BELL ENDS SHALL BE INSTALLED ON EACH END OF PVC CONDUITS.

ENTRY.

6. EMPTY CONDUITS SHALL BE PLUGGED TO PREVENT MOISTURE AND RODENT

5. GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF METAL CONDUITS.

BASE PLATE AND TOP OF FOUNDATION.

4. NO MORTAR, GROUT, OR CONCRETE SHALL BE PLACED BETWEEN BOTTOM OF

MADE PERPENDICULAR TO AND CENTERED ON THIS MARKING.

LOCATIONS OF EMPTY CONDUITS SHALL HAVE AN ADDITIONAL 2" LONG MARK

FINISHING THE CONCRETE AND SHALL BE �" DEEP AND 4" TO 6" LONG.

WHICH CONDUITS PASS. THIS MARK SHALL BE MADE WITH A TROWEL WHEN

FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE ALL SIDES FROM

FOUNDATIONS SHALL BE AS SHOWN IN THE CONTRACT DOCUMENTS. EACH

3. THE NUMBER, ORIENTATION AND SIZE OF CONDUITS ENTERING AND EXITING

MANUFACTURER. POLE SHALL BE CENTERED ON FOUNDATION.

2. THE BOLT TEMPLATE SHALL BE FURNISHED BY THE LIGHTING POLE

ACCORDANCE WITH THE N.E.C.

1. CONDUIT ELBOWS SHALL HAVE A 90 BEND. THE BEND RADIUS SHALL BE IN

ROAD AND BRIDGE STANDARDS

REVISION DATE

1310.20

SHEET 1 OF 2

08/14

A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.

LF-1

REFERENCE

SPECIFICATION

VIRGINIA DEPARTMENT OF TRANSPORTATION

LIGHTING POLE FOUNDATION

INSTALLATION DETAILS

NOTES:

SIDEWALK

DETAIL A

BREAKAWAY BASE

DETAIL B

NON-BREAKAWAY BASE

DETAIL C

SIDEWALK

JOINT FILLER

�" PREFORMED

2’-0" MAX.

1’-6" MIN.

SEE NOTE #2

4" MAX. ABOVE GRADE

2" MIN. ABOVE GRADE

�"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 17, 2026.