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Home My WebLink About20172156.tiffFrom: Devin King [mailto:dking@windsorgov.com] Sent: Monday, July 10, 2017 12:27 PM To: Esther Gesick <egesick@weldgov.com>; Jay McDonald < mcdonald@weldgov.com>; Michelle Martin <mmartin@weldgov.com> Cc: Carlin Barkeen <cbarkeen@windsorgov.com> Subject: CUG17-010 Labue Farm Annex O&G Milkshake Pad Referral All, The above project is being reviewed by the Town of Windsor Development Review Committee. Plans have been uploaded to Dropbox for your review and comments as a referral agency, and will be removed in 10 business days. Please find the plans for this project available at the following Dropbox link: https://www.dropbox.com/sh/52cvzkmw9g7cg6d/AAB8cr2ea0x7MQkDa738WPs a?dl=0 Dropbox access instructions (you do not need an account to access these files on Dropbox): • Click on the provided Dropbox link above • A popup window will appear o Click "No thanks, continue to view ->" located at the bottom of the popup window • Click on folder or document you wish to view Any recommendations or comments that you consider pertinent to this project would be appreciated. Please reply to this email within 10 business days of receipt. PLEASE NOTE: If no response is received, such lack of response shall be considered a "no comment" response. All comments that are received will be forwarded to the applicant and/or the applicant's representative. Your assistance with these reviews is appreciated. Please feel free to email or call if you have any questions or if further information is needed. Thank you, Devin King Planning Technician Town of Windsor I Planning 301 Walnut Street I Windsor, CO 80550 Dir: 970-674-2430 www.windsorgov.com Follow Us www.windsorgov.com/socialmedia Po bt C W Rtve wcc, �• SQ C RS ) , C IYt C M ) , PLc it csn ( TO, c, -rs c 7m), Pcw C 3L r E P) f csno s qtr;uc_► —7/11/ Iel 2017-2156 WINDSOR COLORADO APPLICATION FOR CONDITIONAL USE OIL & GAS FACILITIES AND MINERAL EXTRACTION (Please see Town of Windsor Fee Schedule for Application Fees) TO BE COMPLETED BY APPLICANT TOWN OF WINDSOR 301 Walnut Windsor, CO 8055(1 Office: (970) 674-2415 Fax: (970) 674-2456 www. windsorgov. corn (Type or print in black ink) Location of project*: Parcels of Land, Being a portion of the SW/4 of Sec 32, T6N, R67W + If approved the Conditional Use Grant will be effective on the property regardless of transfer of ownership + Windsor Municipal Code Section 16-7 and Section 16-31. Legible, accurate drawings (drawn to an appropriate scale, which cannot be smaller than 1"=30') and specifications necessary for consideration of this grant shall be submitted with this application. • Conditional use grant evaluation criteria are detailed in Windsor Municipal Code Section 16-7-50. Notification requirements are detailed in Windsor Municipal Code Section 16-31. State Permit Number*: TBD - Not yet Submitted Type of wells or facilities proposed*: Horizontal wells N umber of wells proposed*: 23 Total land area to be used*: 12.48 Acres Present use of land*: Oil & Gas Operations. Vacant Present zoning of land*: Recreation & Open Space (0) N earest existing structure(s)*: 669 FT to the south (measured from the nearest proposed well) N earest residential structure(s)*: 1130 FT to the southwest (measured from the nearest proposed well) Are any of these locations within a flood plain? Check one*: Yes U No r Parcel #* Is there existing vehicular access? Check one*: Yes If no, show proposed new access roads on drawings. If yes, off of what roads(s): Crossroads Blvd (CR 62) No If this conditional use grant is approved, I/We the undersigned, agree to comply with the Code of the Town of Windsor, Colorado and any other stipulations as determined by the Town Board. I hereby depose and state under penalties of perjury that the statements and information submitted herein and pertaining to this application are true and correct to the best of my knowledge. Submitted this 30 day of June Erin Mathews (Regulatory Manager, Extraction Oil & Gas, LLC) Vima Partners, LLC Applicant* (please print) ,2017 Property Owner* (please print) Applicant's Signature* Property Owner's Signature" 720-557-8308 N/A Phone* Fax 970-686-5828 N/A Phone Fax emathews@extractionog.com MLind@watervalley.com Email* Email* 2234 117th Avenue. Suite 106. Greeley. Colorado 80634 .Address* Applicant's Representative (inapplicable): Name Aaron Demo (Survey Project Manager.. Baseline Engineering Corporation) Phone Address 970-353-7600 Fax 866-679-4864 4007 South Lincoln Ave. Suite 405. Loveland Colorado 80537 [mail aaron@baselinecorp.com Conditional Use Grant Application Oil & Gas and Mineral Extraction Page 1 of 2 * indicates required fields Page 2 — Conditional Use Grant for Oil and Gas Facilities or Mineral Extraction Project Description: Extraction is proposing to drill up to 23 horizontal oil and gas wells on the northeastern portion of the property. Associated production equipment, including separators, a tank battery, metering equipment, flow lines, gathering lines, pipelines and an access road will be constructed (Refer to the enclosed Drilling and Site Improvements Plan for a specific equipment list and corresponding heights). It is anticipated that wells will be drilled in one phase and completed in one phase. Access improvements to the well pad are also proposed. Conditional Use Grant Application Oil & Gas and Mineral Extraction Page 2 of 2 Revised 8/1/2016 EXTRACTION Oil & Gas Milkshake Pad: Project Information & Narrative Section 32, Township 6 North, Range 67 West Windsor, CO PROPERTY: The property is located in the west half of the southwest quarter of Section 32, Township 6 North, Range 67 West of the 6th Principal Meridian in Windsor, Colorado. The project site is generally located northeast of the intersection of the Crossroads Boulevard (WCR 62) and County Road 15. DESCRIPTION OF THE PROPERTY: The property was annexed into the Town of Windsor as part of the LaBue Farm Annexation completed in 2016. The proposed well pad will be located on Lot B of RE 1415 which consists of approximately 155 acres. Per the Weld County Assessor GIS Map it appears that Lot B of RE 1415 is comprised of 4 parcels, 3 of which are owned by Vima Partners, LLC. The proposed Milkshake Well pad is proposed on the two western Vima Partners lots. Per the LaBue Annexation all parcels are zoned Recreational and Open Space (O). Currently, oil and gas development is located on the property. Extraction Oil and Gas, Inc. (Extraction) operates the Pavistma Pad, COGCC Location ID 427262, and the Pavistma South Pad, COGCC Location ID 433139, and Kerr McGee operates the Pavistma-66n67w/32NWSW pad, COGCC location ID 333270. Currently Extraction operates 11 wells on the Pavistma pad on the northern end of the property with associated production equipment and 6 wells on the Pavistma South pad with associated production equipment on the south half of the existing well pad. Kerr McGee operates 3 wells on the property between the two Extraction locations. Refer to the Topographic Survey included with this submittal for additional information pertaining to existing information. All three locations were drilled and constructed prior to the location being annexed into the Town of Windsor and therefore do not operate under a Conditional Use Grant. As part of the proposed Milkshake well pad, Extraction proposes to remove and redesign the associated production equipment of the Pavistma and Pavistma South pads to consolidate and design the well pad for additional development. Please refer to the Topographic Survey and Drilling and Site Improvements plan for additional information. SURROUNDING LAND USES: The property is surrounded by residential uses; both residential mixed use as well as estate zoning. PROPERTY OWNER: Vima Partners, LLC 1625 Pelican Lakes Point Suite 201 Windsor, Colorado 80550 OIL & GAS OPERATOR: Extraction Oil & Gas, Inc. 370 17th Street, Suite 5300 1 Denver, Colorado 80202 BRIEF PROJECT NARRATIVE PROPOSED USE: The proposed use is a multiple oil and gas well pad site located adjacent to the existing Pavistma well pads. Extraction is entering into an agreement with Vima Partners, LLC allowing Extraction to utilize the surface of the property to conduct drilling operations and to install and operate related oil and gas production facilities. A copy of this agreement will be provided to the Town once executed. Extraction is proposing to drill up to 23 additional horizontal oil and gas wells on the western portion of the property in addition to the 17 existing wells that are currently operated by Extraction. Associated production equipment, including separators, tank batteries, metering equipment, LACT units, flow lines, gathering lines, and pipelines will be constructed (Refer to the Concept Site Plan). As stated above Extraction intends to reconfigure and redesign the existing Pavistma and Pavistma South pads are part of the proposed Milkshake development. The production facilities necessary for the Pavistma and Pavistma South wells will be incorporated into the Milkshake facility design. Part of the redesign includes re -grading portions of the existing pad to better accommodate stormwater drainage and to re -position the existing screening berm along the eastern edge of the pad to provide screening of the proposed additions. Earthwork operations pertaining to the existing screening berm will be coordinated with the surface owner as the berm was constructed by and is maintained by the surface owner. The existing access road will be utilized. It is anticipated that wells will be drilled in one phase and completed in one phase. To accommodate the drilling rig, it is anticipated that the screening berm will not be wrapped around the south of end of the pad until drilling operations are complete. Please note that it is anticipated that the Kerr McGee wells and associated production equipment will remain in operation. The locations and dimensions of proposed and existing easements and rights -of -way will be obtained and shown in subsequent submittals upon the approval of the proposed concept. NUMBER OF PEOPLE WHO WILL USE THIS SITE: During drilling and completion of the wells, Extraction employees and contractors will be accessing the site. Upon completion of the wells, the site will be accessed daily by Extraction employees for monitoring purposes. Tanker trucks will also access the site daily to pick up produced water. Produced oil will be transported off -site via a crude oil pipeline. NUMBER OF EMPLOYEES TO BE EMPLOYED AT THIS SITE: During drilling and completion of the wells, Extraction employees and contractors will be working on -site. Upon completion of the wells, the site will be monitored daily by Extraction employees or contract employees. HOURS OF OPERATION: Drilling and completions operations will utilize a 24 -hour schedule and the wells will produce 24 hours a day. 2 ACCESS POINTS AND HAUL ROUTES: The existing access point from Crossroads Boulevard (WCR 62) will be utilized to access this location. Truck traffic will utilize Crossroads Boulevard to I-25, Crossroads Boulevard to Weld County Road 13 to Highway 34, or Crossroads Boulevard to Weld County Road 17 to Highway 34. No truck traffic will travel north through the roundabout to 7th Street or east of the roundabout past CR 17. TYPE AND NUMBER OF STRUCTURES TO BE ERECTED (BUILT) ON THIS SITE: Extraction is proposing to drill 23 additional wells and redesign the existing production facilities into the proposed Milkshake facility. Refer to the Drilling and Site Improvements plan for specifics. Generally the production equipment will include oil tanks, water tanks, 3 -phase separators and other miscellaneous equipment including emission control devices, vapor recovery units, compressors, metering equipment and sheds, vapor recovery towers and additional separation equipment. The oil tanks and water tanks will have a maximum capacity of 400 barrels. All attempts will be made to make the wells and tanks as low profile as practicable and painted to blend -in with surrounding landscapes. Typically production equipment heights are anticipated to be: • Oil and produced water tanks: 13' • Low pressure separators: 20' • High pressure separators: 15' • 3 phase separators: 19' • Emission control devices: 25' • Vapor recovery towers: 35' • Wellheads: 6' Per COGCC Regulations, secondary containment will be constructed around the tanks. The secondary containment system is constructed of a perimeter of metal walls that are post driven into the ground around a flexible geotextile base. All components are then sprayed with a polyurea liner technology. This liner technology maintains impermeability and puncture resistance under exposure to UV rays, weather extremes, and chemicals commonly encountered in oil and natural gas production, and provides seamless protection. The secondary containment is designed to contain 150% of the capacity of the largest tank. All containment systems will be visually checked weekly, at a minimum, to ensure proper working condition. Inspection and record retention of inspections will be in accordance per SPCC regulation. All records will be made available upon request SCREENING, SOUND BARRIERS AND LANDSCAPING: Prior to the start of operations a background ambient sound level survey will be conducted by a third party specialist. This study will be used to determine appropriate sound mitigation measures required to comply with COGCC noise abatement regulations, Rule 802. It is anticipated that temporary sound walls will be utilized during drilling and completions operations in conjunction with the screening berm along the north and east sides of the location to mitigate noise and visual impacts. Currently the screening berm is constructed along the north and east sides of the location. The southern half of the eastern berm will be re -graded prior to the start of drilling operations to ensure that the berm is in place prior to the start of operations. The temporary sound wall panels are up to 32 feet tall. To ensure long-term noise 3 mitigation, all production facilities on this location will be powered by electricity, rather than the traditional diesel generators. Long term screening of this location will be achieved through additional berming. Extraction is working closely with the surface owner and developer of these properties to achieve screening through earthen berms on all sides. By working with the developer, the proposed well pad will ultimately be screened on all sides by berms ranging in height from 10 to 20 feet. Refer to the Drilling and Site Improvements plan for additional information regarding screening. No landscaping is proposed by Extraction, but it is anticipated that landscaping will be incorporated into the developer's designs. SITE LIGHTING: Proposed site lighting shall be designed to mitigate light pollution. Refer to the lighting cut sheet provided from light type. TYPE AND NUMBER OF ANIMALS, IF ANY, TO BE ON THIS SITE: No animals will be on this site. KIND OF VEHICLES (TYPE, SIZE, WEIGHT) THAT WILL ACCESS THIS SITE AND HOW OFTEN: Once drilling and completions operations are complete, the site will only be accessed for general maintenance and inspection purposes and produced water pickups. Produced oil will be transported offsite via an oil pipeline. The anticipated production traffic to the site includes up to 15 pickup trucks per day for monitoring and maintenance, and tanker trucks up to ten times per day to collect produced water. Trucks types will include semi -trucks with 130 bbl tankers with a max weight of 80,000 pounds. IF STORAGE OR WAREHOUSING IS PROPOSED, WHAT TYPE OF ITEMS WILL BE STORED? No warehousing or storage of equipment or materials is proposed. However, produced oil and water will be stored within the tank battery until it is transported off -site via pipeline or tanker truck. AIR AND WATER QUALITY: The proposed use will not require an on -site water source. WATER SOURCE ON THE PROPERTY: Air and water quality requirements shall be met, as applicable, per EPA, CDPHE and COGCC criteria. WASTE/SEWAGE DISPOSAL SYSTEM ON THE PROPERTY: The proposed use will not require sewage disposal. During construction of the pad and drilling of the wells, portable sanitary facilities will be provided per COGCC Rule 602.f. Waste management reports shall be provided to the Town as required by the COGCC and/or the DCPHE rules and regulations. 4 Scott Ballstadt Director of Planning Town of Windsor 301 Walnut Street Windsor, CO 80550 RE: Agent Designation for Conditional Use Grant (CUG) Permits Mr. Ballstadt: April 18, 2017 Extraction Oil & Gas, LLC (Extraction) is hereby named an authorized agent of Vima Partners, LLC for Conditional Use Grant (GUG) permits for Oil and Gas Operations within the Town of Windsor. Please contact Erin Mathews, Regulatory Manager at Extraction, at (720) 557-8308 with questions or concerns. L41(9 Date I' unodoowenwuw • ww6L99ee a • =mew w a 10909 oovloloo nwa{O1 • SOP 31116 3'MHAv M100N11 S WO? BuiAouns . 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(1) Subject: ENG Page: 1 Lock: Unlocked Status: Checkmark: Unchecked Author: Doug Roth Date: 5/31/2017 4:27:19 PM Color: ■ A future waterline will run along north side of sewer. Comment noted. Keep swale north of easement. (1) i Subject: ENG Page: 1 Lock: Unlocked Status: Checkmark: Unchecked Author: Doug Roth Date: 5/31/2017 4:27:10 PM Color: Keep swale north of easement. Comment noted. Swale has been designed to stay north of the easement. Sewerline proposed with Raindance devleopment (1) Subject: ENG Page: 1 Lock: Unlocked Status: Checkmark: Unchecked Author: Doug Roth Date: 5/31/2017 4:24:00 PM Color: ■ Sewerline proposed with Raindance devleopment Comment noted. The property is zoned "O" (Recreation and Open Space). Oil and gas facilities are only permitted in the O zone district with a site Subject: PLAN Page: 2 Lock: Unlocked Status: Checkmark: Unchecked Author: Carlin Barkeen Date: 6/1/2017 8:31:49 AM Color: The property is zoned "O" (Recreation and Open Space). Oil and gas facilities are only permitted in the O zone district with a site plan application, in addition to a CUG application. A site plan will require that the property is subdivided, which it currently is not. The parcels were divided up after the annexation and not processed under the Town's subdivision regulations. Comment noted. It is Extraction's understanding that Great Western & Vima Partners are in process of proposing a Truck Load Out Facility on the south end of the Vima Partners parcel. It appears as part of that proposal that Great Western and Vima would be subdividing the property and proposing a new property line (see attached exhibit). Extraction is willing to work with the Town, Great Western, and Vima Partners to get the proper subdivision completed. Please advise if the proposed Great Western Truck Load Out facility is not subdividing the property. Pod )iuol pasodoid icc aouad 6ui;six3 — —x— — —x— — —x— - 9U!7 suogoo!UPWWooa/a1 6ugsix3 -131 02-161 SCALE 26-161 I" - 50' M w g nd i Lill SURVEYED BY DRAWN B1' K.F3. E-' C 4. j. F■ nr S S Cid iml "L C v a C Og Mg Dialight 4, ♦ M Ysocks, t* t • • t •t •t• es # IL • • .• A p • •, • •.•.• •♦I • • •.• A f •i ,. 4. '•V } Patent Pending I DuroSite® LED Floodlight (100-277V AC models shown below. For 347-480V AC models, please consult factory) A V. 11141 13.5 {343} 13.51343) I • • • • • • • • • . • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••••• • • • • • • • • • • • I • • • • • • • • • • • • • • • • • 10.6 269 172 1438) 3.0 ` 76 Dimensions in Inches [mm] Certifications & Ratings UL1598/A CSA 22.2 NO. 250 NEMA 4X IP 66/67 IK07 Features & Benefits • 10 year full performance warranty L70 rated for >100,000 hours © 25 C ambient DLC listed Instant on/off operation Universal input (100-277V AC, 50/60Hz or 347-480V AC, 60Hz) • Superior color rendition index compared to HPS, LPS, MV • Mercury free • Resistant to shock and vibration • Temperature compensation technology for longer life Factory sealed • Isolated wiring compartment it Integral Safety Straps Application: The DuroSite'' LED Floodlight represents the future of energy efficient facility illumination for industrial applications worldwide. The lighting fixture consumes at least 50% less energy than traditional HID light sources, while reducing maintenance and carbon emissions. This light incorporates both cutting edge LED technology along with proprietary optics to achieve flood lighting comparable with other traditional light sources. Mechanical Information Fixture Weight: 100-277V AC: 347-480V AC: Shipping Weight: 100-277V AC: 347-480V AC: EPA (Sq.ft): Mounting: Entry: Electrical specifications Operating Voltage: Power Consumption: Operating Temp: Noise Requirements/ EMC: Surge Protection: THD: Power Factor: Construction Housing: Finish: Lens: Photometric Information CRI: CCT: NEMA Patterns: IES Files: 27 lb (12 kg) 30 lb (14 kg) (15,000 - 13, 5001m models) 30 lb (14 kg) 31 lb (14 kg) 34 lb (16 kg) (15,000 - 13,5001m models) 34 lb (16 kg) 0.55 sq.ft 304 Stainless Steel trunnion mounting bracket included (2) 3/4" NPT cable entry 100-277V AC, 50/60Hz 347-480V AC, 60Hz See table -40 F to +149 F (-40 C to +65 C) EN 55015 - conducted and radiated FCC Title 47, Subpart B, Section 15, class A device. RF Immunity; 10V/m, 80MHz-1 GHz Verified up to 6kV/2ohms at an independent test laboratory Protection devices capable of 20kV <15% typical (<20% maximum) > 0.9 Powder coated copper free aluminum Polyester / Epoxy powder coat gray RAL 7040 for superior corrosion resistance Tempered glass 70 5000K (cool white) 7x6 - Asymmetrical (140`' x 115') 6x7 - Asymmetrical (11 5 x 140") 6 - Very wide (1 151 5 - Wide (93 ) 4 - Medium (52") 2 - Narrow (23`1 available at www.dialight.com All values typical unless otherwise stated All lumen values are typical (tolerance +/- 10%) www.dialight.com DuroSite® LED Floodlight Ordering information FLW466NC4NG FLW476NC4NG FLW467NC4NG FLW455NC4NG FLW444NC4NG FLW422NC4NG FLW276NC2NG FLW267NC2NG FLW266NC2NG FLW255NC2NG FLW244NC2NG FLW222NC2NG Nema 6, field angle 1153 Nema 7x6, field angle 140° x 1 15 Nema 6x7, field angle 115' x 140" Nema 5, field angel 93` Nema 4, field angle 52' Nema 2, field angle 23s' Nema 7x6, field angle 140° x 115° Nema 6x7, field angle 115' x 140° Nema 6, field angle 115 Nema 5, field angel 93' Nema 4, field angle 52`° Nema 2, field angle 23° 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 100 - 277V AC 5000K (cool white) 15,000 14,750 14,750 14,500 14,500 13,500 11,500 1 1, 500 11,250 11,000 10,500 10,750 140 140 140 140 140 140 109 109 109 109 109 109 107 105 105 104 104 96 105 105 103 101 96 99 FLW276NC5NG FLW266NC5NG FLW255NC5NG FLW244NC5NG FLW222NC5NG Asymmetrical (140° x 1151 Very Wide (115°) Wide (93") Medium (52°) Narrow (23°) 347 - 480V AC 5000K (cool white) 347 - 480V AC 5000K (cool white) 347 - 480V AC 5000K (cool white) 347 - 480V AC 5000K (cool white) 347 - 480V AC 5000K (cool white) 1 1, 750 11,250 10,000 10,000 10,000 113 113 112 112 112 104 100 89 89 89 `Part numbers listed in the above table are powder coated gray. For bronze powder coat, replace the 10th character with Z. FLW244NC2NG becomes FLW244NC2ZG -For Dialight's complete list of DLC qualified products, please click this link: www.dialight.com/DLC NEMA 7x6 Field angle = 140° x 115° NEMA 5 Field angle = 93° Optical Patterns NEMA 6x7 Field angle = 115° x 140° NEMA 4 Field angle = 52° NEMA 6 Field angle = 115° NEMA 2 Field angle = 23° www.dialight,com DuroSite® LED Floodlight - Mounting Options HZXSAFECBLS FLX-1TPT-20DB HZXSTAN 100S HZXSTAN 125S HZXSTAN 150S HZXSTAN200S HZXSTAN 100T HZXSTAN 125T HZXSTAN 150T HZXSTAN200T Safely cable Kit Tenon pole topper, 2-3/8" mount 1.00" (1.315" Pole OD) Slip -fit stanchion mount junction box 1.25" (1.660" Pole OD) Slip -fit stanchion mount junction box 1.50" (1.900" Pole OD) Slip -fit stanchion mount junction box 2.00" (2.375" Pole OD) Slip -fit stanchion mount junction box 1.00" NPT (1.315" Pole OD) Threaded stanchion mount junction box 1.25" NPT (1.660" Pole OD) Threaded stanchion mount junction box 1.50" NPT ( 1.900" Pole OD) Threaded stanchion mount junction box 2.00" NPT (2.375" Pole OD) Threaded stanchion mount junction box 'Brackets and adapters below require either tenon adapter (FLX-1TPT-20DB) or stanchion mount junction box (HZXSTAN200S) to mount floodlight. Tenon adapter and stanchion mount junction box sold separately. 2 Safety cables Tenon topper, pole set screws, and mounting hardware OP FLX-1 RAB-20DB Right angle mounting bracket for 2-3/8" light mount Junction box Mounting hardware Cable gland Right angle bracket • • • • C, • • C) r OP • • • • • • S • • I Mr FLX-2LBH-20DB FLX-3LBH-20DB FLX-4LBH-20DB Bull horn for 2 lights, 2-3/8" mount, 26" spacing Bull horn for 3 lights, 2-3/8" mount, 26" spacing Bull horn for 4 lights, 2-3/8" mount, 26" spacing FLX-4RBH-20DB Bull horn for 4 lights in star configuration, 2-3/8" mount, 26" spacing FLX-2RSR-20DB FLX-3RSR-20DB FLX-4RSR-20DB FLX-3RPA-20DB FLX-4RPA-20DB FLX-4SPA-20DB FLX-5SPA-20DB FLX-6SPA-20DB Round square round bracket for 2 lights, 2-3/8" mount, 26" spacing Round square round bracket for 3 lights, 2-3/8" mount, 26" spacing Round square round bracket for 4 lights, 2-3/8" mount, 26" spacing Reducer for 3" OD round pole top to 2-3/8" light mount Reducer for 4" OD round pole top to 2-3/8" light mount Internal tenon adapter for 4" square pole top to 2-3/8" light mount Internal tenon adapter for 5" square pole top to 2-3/8" light mount Internal tenon adapter for 6" square pole top to 2-3/8" light mount 'Tenon adapter (FLX-1 TPT-20DB) or stanchion mount junction box (HZXSTAN200S) sold separately. Bull horn Pole set screws Bull horn Pole set screws Bull horn Pole set screws Bull horn Pole set screws Bull horn Pole set screws Bull horn Pole set screws Bull horn Pole set screws Reducer Pole set screws Reducer Pole set screws Adapter Adapter Adapter www.dialight,com DuroSite® LED Floodlight Mounting Options .• r f .Y :t j • • • • 0 0 0 0 0 • 1 • , afirissa -"tee s c elimme 0 a 0 Product shipped with bracket installed (Bracket has locking positions at 0°, (±) 22.5°, (±) 45 (±) 67.5°, and 90°) FLX-2LBH-20DB Dimensions (Fixture sold seperatly 100-277V AC models shown below. For 347-480V AC models, please consult factory) • I • • • • • • • s • • • • • • • . • �••-• • . •• . ••- • . • ••• ••• ••- a -- ••• • • . " • • • •• • •• • •• • •-• • 4 •• •--- • • • •• - • • • • . • •- S • • • •• • • • • ♦ • I. • • 35.3 �-- -� [8971 39.5 [1003] 26.0 [660] _ 8.7 _ [222] • • • a a • • • • • • • • r • • • • • . • • • • • • • • • • ••.5.0.4• � .5• •S •• -- • • • a • • ••• .• • •--• • • •• • ••• 4 • • • • • • • • 5 i Dimensions in Inches [mm] FLX-1 RAB-20DB Dimensions (Fixture sold seperatly 100-277V AC models shown below. For 347- 480V AC models, please consult factory) 29.5 [751] 13.5 [343] �• 7.0 [1 781 19.2 [487] - Dimensions in Inches [mm] i I V U r I FLX-1 TPT-20DB Dimensions (Fixture sold seperatly 100-277V AC models shown below. For 347-480V AC models, please consult factory) 23.7 [603] _ 13.5 [343] iNN - r . • o n A .1 n • V o • 0 V o 0 a 6666006 V 0 0 0 0 0 0 • a• a a• a o 0 0 0 0 0 0 0 • • • • • • • • 00 o e o o 0 a 0 0 • • V • e e e e a e e 09 • 60 • V 9 0 500000 W00009 0 0 O 0 V V 60001300 • O V V U 0 a• 4.4 a[1131- 440 0 V ce 0 0 • • Dimensions in Inches [mm] Factory Installed Mounting Bracket Dimensions (100-277V AC models shown below. For 347-480V AC models, please consult factory) 250 + r .25 rat 9) 4.80(121.91 3 13179.51 4 _t0(114.3j mimb 53 r (13,5) 021 16,91 CLEARANCE FOR V4" BOLT \ 056 (14.t CLEARANCE FOR 1:2" BOLTS Dimensions in Inches [mm] Dialight reserves the right to make changes at any time in order to supply the best product possible. The most current version of this document will always be available at' www.dialight.com/Assets/Brochures_And_Catalogs/Illumination/MDTFSTFLLX001 .pdf. Warranty Statement: EXCEPT FOR THE WARRANTY EXPRESSLY PROVIDED FOR [HEREIN/ABOVE/BELOW], DIALIGHT DISCLAIMS ANY AND ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, AND NONINFRINGEMENT. www.dialight.com MDTFDSFLLX001 _H PL -3 �r� Guard PRODUCTS INC, PRODUCTS INC,�, A QSSI Company FEATURES & APPLIC Features: Pre -Drilled for Side Mount, Polycarbonate Plugs Included. Reinforced Cast Iron Hand -Hole Cover with Ground Screw. Easily Secured Base Cover. POLEACC029 Single Vertical Tenon Included. Polycarbonate Spring Loaded Top Cover Included For Use in Place of Tenon. Set of Four (4) Anchor Bolts (J -bolts) Included. Conforms to ASTM-A 500 Grade B: Minimum Yield Strength of 46,000 PSI Bronze Polyester Powder -Coat Finish to Ensure Maximum Paint Adhesion Baked to Ensure Maximum Hardness & Durability. Wall Thickness Available in 11 Gauge (.120") or 7 Gauge (.180-). Base Plate Size: 10'/2" x 101/2"" x 3/4 - Bolt Circle: 8- to 11" Anchor Bolt Size: D-20'-4SQR-11G: 3/4"" x 30-: D-25'-4SQR-7G: 1- x 36" Poles can be cut to custom lengths. Accessories Sold Separately 4SQR 4" x 4" Square Straight Steel Pole 4SQR DIMENSIONS 0 D-20-4SQR-11G 4"x20 D-25-4SQR-7G 4"x25' RDER INFORMATION 1. Height D-20' 0-25' Typical Ordering Number D-25'-4SQR-7G-TENON I 1 2. Pole Type 4" Square Pole: 4SQR i _ i 3. Gauge 25' 7 Gauge: 7G 20' 11 Gauge: 11G i _ i 4. Mount Options 2 3/8" Round Tenon: TENON Flat Top Pole: FTP (See Next Page for Additional Accessories) Pole: D-20'-4SQR-11 G D-25'-4SQR-7G Pole Weight w/o accessories (LBS) : 146 256 80 MPH Max EPA: 10.1 10.7 80 MPH Max To to l Fixture Weight: 320 360 90 MPH Max EPA: 7.6 7.4 90 MPH Max Total Fixture Weight: 279 319 100 MPH Max EPA: 5.7 5.2 100 MPH Max Total Fixture Weight: 275 293 EPAs ARE APPROXIMATE, SPECIFIC TO LOCATION AND LOCAL CODES. CONSULT ENGINEER FOR SPECIFIC APPLICATION AND AREA FOUNDATION BY OTHERS. O r rn REV. 01-30-15 www.duraguard.com toll free: (800) 736-7991 fax: (800) 287-4175 PL -4 eraGuard PRODUCTS INC IN A QSSI Company x 4" Square Straight Steel Pole ACCESSORIES Catalog # Description POLEACC028 POLEACC016 Wall Mount Bracket, Bronze Finish Wall Mount 90 Bracket, Bronze Finish POLEACC040 180 Double Round Bullhorn Tenon, Slips 2 7,3 -Tenon, Bronze Finish POLEACC041 180 Triple Round Bullhorn Tenon, Slips 2 3/8"Tenon, Bronze Finish POLEACC041 C 180 Quad Round Bullhorn Tenon, Slips 2 Th"Tenon, Bronze Finish POLEACC030 4- 180° Twin Square Horizontal Tenon, Bronze Finish POLEACC031 4" 90° Twin Square Horizontal Tenon, Bronze Finish POLEACC032 4" 90° Triple Square Horizontal Tenon, Bronze Finish POLEACC034 4- 90' Quad Square Horizontal Tenon, Bronze Finish POLEACC029 POLECAP4 POLEACC037 4" Single Square Vertical Tenon, Bronze Finish 4" Polycarbonate Pole Cap Twin Square Vertical Tenon for 4- Square Pole, Slips 23/8" Vertical Tenon. Two 2%"" Vertical Tenons. POLEACC037B Triple Square Vertical Tenon for 4" Square Pole. Slips 2%" Vertical Tenon. Three 2%"" Vertical Tenons. POLEACC041 A 180° Quad Square Vertical Tenon for 4" Square Pole, Slips 2%" Vertical Tenon. Four 2%"" Vertical Tenons. POLEACC038 90° Quad Square Vertical Tenon for 4" Square Pole, Slips 2%- Vertical Tenon. Four 2%" Vertical Tenons PTASUNV PAB34X30 PAB1X36 PSS4CVRZ Pole Tenon Adaptor 3/4" x 30" Anchor Bolts. Set of 4 1" x 36" Anchor Bolts, Set of 4 4" Square Pole Base Cover • Conforms to ASTM-A 500 Grade B: Minimum Yield Strength of 46,000 PSI • Bronze Polyester Powdercoat Finish to Ensure Maximum Paint Adhesion. Baked to Ensure Maximum Hardness & Durability • All Stainless Steel Hardware Included 1111 POLEACC028 POLEACC040 POLEACC030 POLEACC016 POLEACC041 POLEACC041 C 1116 1111 POLEACC031 POLEACC032 s • POLEACC034 POLEACC029 00001111 POLEACC037 POLEACC041 A PTASUNV POLECAP4 iota POLEACC037B POLEACC038 e PSS4CVRZ Specifications subject to change without notice. www.duraguard.com toll free: (800) 736-7991 fax: (800) 287-4175 REV. 06-10-14 Hello