The URL can be used to link to this page

Agenda 02/11/2020 Item # 9A (Off-site Parking for River Court)02/11/2020 EXECUTIVE SUMMARY This item requires ex parte disclosure be provided by the Commission members. Should a hearing be held on this item, all participants are required to be sworn in. A Resolution of the Board of Zoning Appeals of Collier County, Florida granting a parking exemption in order to permit off-site parking for a dental office on a contiguous lot zoned Residential Single Family (RSF-4). The subject property is located on the east side of Tamiami Trail North, south of River Court, in Section 22, Township 48 South, Range 25 East in Collier County, Florida. (PL20180002368) OBJECTIVE: To have the Board of County Commissioners as the Board of Zoning Appeals (Board) review staff’s findings and recommendations along with the recommendations of the Collier County Planning Commission (CCPC) regarding the above referenced petition, render a decision regarding this rezoning petition, and ensure the project is in harmony with all the applicable codes and regulations in order to ensure that the community's interests are maintained. CONSIDERATIONS: The applicant seeks approval for a Parking Exemption Application (PE) to permit off-site parking for the subject parcel, which is zoned C-4, General Commercial, and allow for parking on an abutting and contiguous parcel directly east of the subject property, which is zoned RSF-4, Residential Single Family. The parking area is referred to as off -site because it is located on abutting residentially zoned parcel. However, the project area is one contiguous site. The pr oposed parking exemption would permit additional parking area for an existing dental office building at 12052 Tamiami Trail North. Additionally, the applicant has an approved Administrative Parking Reduction (APR) for the site, which is APR PL20190002594. FISCAL IMPACT: The County collects impact fees prior to the issuance of building permits to help offset the impacts of each new development on public facilities. These impact fees are used to fund projects identified in the Capital Improvement Element (CIE) of the Growth Management Plan (GMP) as needed to maintain an adopted Level of Service (LOS) for public facilities. Additionally, to meet the requirements of concurrency management, the developer of every local development order approved by Collier County is required to pay a portion of the estimated Transportation Impact Fees associated with the project in accordance with Chapter 74 of the Collier County Code of Laws and Ordinances. Other fees collected prior to issuance of a building permit include building permit review fees. Finally, additional revenue is generated by application of ad valorem tax rates and that revenue is directly related to the value of the improvements. Please note that impact fees and taxes collected were not included in the crit eria used by staff and the CCPC to analyze this petition. GROWTH MANAGEMENT IMPACT: This Parking Exemption, if approved, should have no impact on the Growth Management Plan for Collier County. LEGAL CONSIDERATIONS: Petitioner is requesting a Parking Exemption under LDC §4.05.02.K.3. to allow off-site parking. The attached staff report, and recommendations of the Planning Commission are advisory only and are not binding on you. All testimony given must be under oath. The Petitioner has the burden to prove that the proposed Parking Exemption is consistent with all the criteria set forth below, and you may question Petitioner, or staff, to satisfy yourself that the necessary criteria have been satisfied in LDC §4.05.02.K.3. Should you consider denying the Parking Exemption, to assure that your decision is not later found to be arbitrary, discriminatory or unreasonable, the denial must be based upon competent, substantial evidence that the proposal does not meet one or more of the listed criteria below. Criteria for Parking Exemptions 9.A Packet Pg. 14 02/11/2020 1. Whether the amount of off-site parking is required by sections 4.05.04 G. and 4.05.09, or is in excess of these requirements. 2. The distance of the farthest parking space from the facility to be served. 3. Pedestrian safety if the lots are separated by a collector or arterial roadway. 4. Pedestrian and vehicular safety. 5. The character and quality of the neighborhood and the future development of surrounding properties. 6. Potential parking problems for neighboring properties. 7. Whether the internal traffic flow is required to leave the site to reach the proposed off-site parking. 8. Whether vehicular access shall be from or onto residential streets. 9. Whether buffers adjacent to the property zoned residential are 15 feet in width and include a wall in addition to required landscaping. 10. Whether the off-site parking area will be used for valet parking. 11. Whether the off-site parking area will be used for employee parking. 12. Whether there are more viable alternatives available. This item is approved as to form and legality, and requires a majority vote for Board approval.- HFAC COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: The CCPC heard petition PE-PL20170002368 on December 5, 2019, and by a vote of 5 to 0 recommended to forward this petition to the Board of Zoning Appeals with a recommendation of approval subject to conditions in Attachment C and the following changes: No subleasing of the Parking Lot area during off-hours. Bollard lighting only will be permitted for the Parking Exemption area. This agenda item will be heard on the regular agenda because there was an objection from a neighboring property owner at the CCPC public hearing and there was objection during the NIM. RECOMMENDATION: The Zoning Division staff concurs with the recommendation of the CCPC, which is reflected in the attached Resolution, and recommends that the Collier County Board of Zoning Appeals approve the applicant’s request for a Parking Exemption. Prepared by: James Sabo, AICP, Principal Planner, Zoning Division ATTACHMENT(S) 1. Final Staff Report 11.20.19 (PDF) 2. Resolution - 10 River Ct - 1.15.20 (PDF) 3. Attachment D SDP 96-080 (PDF) 4. Attachment E Landscape SDP-96-080 (PDF) 5. Attachment F SDPA PL18-3489 (flat) (PDF) 6. [Linked] 10 River Ct Back up materials (PDF) 7. Legal Ad - Agenda ID 11322 (PDF) 9.A Packet Pg. 15 02/11/2020 9.A Packet Pg. 16 02/11/2020 COLLIER COUNTY Board of County Commissioners Item Number: 9.A Doc ID: 11322 Item Summary: This item requires ex parte disclosure be provided by the Commission members. Should a hearing be held on this item, all participants are required to be sworn in. A Resolution of the Board of Zoning Appeals of Collier County, Florida granting a parking exemption in order to permit off - site parking for a dental office on a contiguous lot zoned Residential Single Family (RSF-4). The subject property is located on the east side of Tamiami Trail North, south of River Court, in Section 22, Township 48 South, Range 25 East in Collier County, Florida. (PL20180002368) Meeting Date: 02/11/2020 Prepared by: Title: – Zoning Name: James Sabo 01/08/2020 4:35 PM Submitted by: Title: Manager - Planning – Zoning Name: Ray Bellows 01/08/2020 4:35 PM Approved By: Review: Growth Management Department Judy Puig Level 1 Reviewer Completed 01/08/2020 4:46 PM Zoning Ray Bellows Additional Reviewer Completed 01/08/2020 5:51 PM Growth Management Department Thaddeus Cohen Department Head Review Completed 01/13/2020 9:07 AM Growth Management Department James C French Deputy Department Head Review Completed 01/14/2020 9:50 AM County Attorney's Office Heidi Ashton-Cicko Level 2 Attorney of Record Review Completed 01/22/2020 4:04 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 01/22/2020 4:15 PM Grants Valerie Fleming Level 3 OMB Gatekeeper Review Completed 01/24/2020 4:14 PM Office of Management and Budget Laura Zautcke Additional Reviewer Completed 01/30/2020 1:46 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 02/03/2020 12:40 PM Board of County Commissioners MaryJo Brock Meeting Pending 02/11/2020 9:00 AM 9.A Packet Pg. 17 STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION FROM: ZONING DIVISION -ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: DECEMBER 5, 2019 SUBJECT: PE-PL20180002368 PARKING EXEMPTION; PARKING LOT 10 RIVER COURT PROPERTY OW ERS/APPLICANT/AGENT: Owner/ Applicant: 12052 Tamiami, LLC 12052 Tamiami Trail North Naples, FL 34108 REQUESTED ACTION: Agent: Courtney Richards Cronin Engineering Inc. 6627 Willow Park Drive Naples, FL 34109 The applicant requests that the Planning Commission consider an application for a Parking Exemption (PE) at 10 River Court. The applicant proposes to construct an off-site surface parking lot on the residentially zoned lot abutting the commercial property to the west, which is a dentist office. There is an approved Site Development Plan (SDP-96-080) for the existing dental office building. The Parking Exemption request seeks to replace the existing front parking area with a new parking exemption area on the abutting residential lot. The approved SOP is included as Attachment D. GEOGRAPHIC LOCATION: The subject property is a residentially zoned lot. The legal description for the proposed parking exemption site is Lot 29 Palm River Shores, as recorded in Plat Book 3, Page 27, of the public records of Collier County, Florida. The parcel size is 0.151 acres and is located near the southeast comer of River Court and Tamiami Trail North in Section 22, Township 48 South, Range 25 East, Collier County (see location map, page 2). PE-PL20180002368; River Court Park Exempt Revised: November 20, 2019 Page 1 of 8 AGENDA ITEM 9.A.2 9.A.1 Packet Pg. 18 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1Packet Pg. 19Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1 Packet Pg. 20 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1 Packet Pg. 21 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1 Packet Pg. 22 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1 Packet Pg. 23 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1 Packet Pg. 24 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1 Packet Pg. 25 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.1 Packet Pg. 26 Attachment: Final Staff Report 11.20.19 (11322 : PE PL20180002368 10 River Court) 9.A.2 Packet Pg. 27 Attachment: Resolution - 10 River Ct - 1.15.20 (11322 : PE PL20180002368 10 River Court) 9.A.2 Packet Pg. 28 Attachment: Resolution - 10 River Ct - 1.15.20 (11322 : PE PL20180002368 10 River Court) 9.A.2 Packet Pg. 29 Attachment: Resolution - 10 River Ct - 1.15.20 (11322 : PE PL20180002368 10 River Court) 9.A.2 Packet Pg. 30 Attachment: Resolution - 10 River Ct - 1.15.20 (11322 : PE PL20180002368 10 River Court) 9.A.2 Packet Pg. 31 Attachment: Resolution - 10 River Ct - 1.15.20 (11322 : PE PL20180002368 10 River Court) 9.A.3 Packet Pg. 32 Attachment: Attachment D SDP 96-080 (11322 : PE PL20180002368 10 River Court) 9.A.4 Packet Pg. 33 Attachment: Attachment E Landscape SDP-96-080 (11322 : PE PL20180002368 10 River Court) 9.A.4 Packet Pg. 34 Attachment: Attachment E Landscape SDP-96-080 (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 35 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 36 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 37 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 38 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 39 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 40 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 41 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 42 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 43 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) 9.A.5 Packet Pg. 44 Attachment: Attachment F SDPA PL18-3489 (flat) (11322 : PE PL20180002368 10 River Court) NOTICE OT PUBUq HEARIHG [fifiif: nl'.*i,l;o*, fl i[Tn:?j,.i fif '[,[i,al p",y.$ n i## ]igT'f"ilrsl tx"x,['E*if Bifounty Commisiioners onFebruEry- -11. zOiii,-'in tHetsoard- _of $ounf Commission_gp; Mee_ting, Room, Thirdffirlrt-Hr-; -ffie,,*,It floo.r, lgtlfuu'"Hnr*rnnr"niF!3*r, JISe: Eart i;n6;iEenter 'trai,t, rI,'iii, itapiEr'n-, itl d"1?fTicq#nty .{ommissioners fnCCtwt consider the enactmeirt oi3 c?+nty Resolutio;:- Ih; flfiSHfu H,[ oTl#1fl'..",:iffitu_q[,,trmti'"',i:posed Resoh{tion il il-fJ-lou/s: s^.FtrQLlIgru oF rltEBoAf, D or- i:iiluir-rs -apeeiri'E,gr gp1uEn. (out[Tv,',rtE-ffi. , gS -ffiryrl1uc_e pAn tirils -H.' F$ruglu-ll! onoen rij-rFi_ llgJlqF-slTE nanrmq rcin- effi#filrEdPi5sx--tslr If_G-Lo.r{s Lor zor*o nEii-p.ErySl_.stigle rana lr-v iirsl_flj _rllE__suBJ Ecr pnoprnrv isLocArED oN THE ensf -iro" sdisT;[f;^tt,]ff,T[sECTtoN za" rEralru-slii' ,ii lqt.41ry, RANGE 25 Eqsr frlgl{E. n*Nae zs Eti}r ril [g-qr"ql ^ _c_o_q!ryy. r-ronrnilIpuorsbooirsil' " fo:SilJJhi-%,th"ffi,1S:trIo.Se Bogld and b avaihEiero_r.lnspectio-n. A[ interestedparlts .are invited to attendand be heard. NOTE: Al[ persons wlshlno taspeak on any agenda Eernmu$ registef with-the Countvmanager. prior to presentatiofi qr tne.age!.ldg item to be ad_ -srgrseu.' l*dividual speakers e&B g WE0NESBAY, JAFTUARY ZZ, Z,OZA B HAFLE8 B,&tLy HEXtrg uritl .be limited to I minritar, ,€,qy.jtgln. . The selection,,ffi any individual to speak on be- :ha$.,of an orgairization orgroup is encouraged. lf rec-egqized by the -Chairman* a spokesperson for a group ,oti organization may be allottedl0- minutes to ipeak on::,an . ,r.rt CRYSTAL K. ruNAEL ,"iii, aLdRK oF tHL'Effiur cofiffi Any person who decider taappedl any decision of the Board will- need a rercrd ofthe proceedinos oerbinino there{o and tEerefore mai need to ensure that a-verba- tim record of the oroceedinas is made, which recbrd inctu&the testimony and euidence FFon. which the appeal-, isbased. "-e::ji ff you are a person with a dis-abiliff who ireeds anv accom- moddlion in order t6 particF pate iq this proceedin!, you are entitled, at no cost to vou.to the provision of certairi' as-sistance. Please contact the Collier County Facilities Man- agement Division. located at 3335 Tamiami Trail East, SuiteItll, Naples, FL 34112-5358;(239) 252-8380, at least twd days prior to the meetino. Ar- sisted listeninq devires for tre hearing impajred are availa- ble in- the Board of County Commissioners Office. & COMPTROLLER By: Ann Jennejohn Deputy Clerk (SEAL)Pub .Date: 1n2nO2O #4006493 9.A.7 Packet Pg. 45 Attachment: Legal Ad - Agenda ID 11322 (11322 : PE PL20180002368 10 River Court) Cronin Engineering, Inc. COA #8597 ● 6627 Willow Park Drive ● Naples Florida 34109 ● Phone 239.593.2157 ● Fax 239.593 .8820 July 22, 2019 Collier County Government Growth Management Division 2800 North Horseshoe Drive Naples, Florida 34104 PROJECT: Dr. Holtan Dental Office Expansion ADDRESS: 12052 Tamiami Trail North RE: Parking Exemption (Narrative) Dear Mr. James Sabo Enclosed for your review is an application for a Parking Exemption in regards to Dr. Holtan’s Dental Office Expansion project generally located east of US 41 (Tamiami Trail North), south of River Court in unincorporated Collier County. BACKGROUND/EXISTING CONDITIONS The original approved site development plan (SDP 80-090) consisted of a proposed 1,771 square foot office building with 5 parking spaces and 1 handicapped space on commercial zoned lots 32 – 35. The applicant is proposing a 2,329 square foot addition to the north on the commercial zoned lots 32-31 as well as additional parking on the residential zoned Lot 29. JUSTIFICATION/COMPLIANCE WITH LDC 4.05.02 K. 3.b 1. Whether the amount of off-site parking is required by sections 4.05.04 G or 4.05.09, or is in excess of these requirements. Off-street parking is being proposed on the adjacent residential lot. We are able to provide 16 parking stalls including one handicapped stall. The proposed use requires 21 spaces as a Dental Office facility. The owner has a signed parking agreement with the adjacent business for parking use by employees only. 2. The distance of the farthest parking space from the facility to be served. 50 feet. 3. Pedestrian safety if the lots are separated by a collector or arterial roadway. Lots are not separated by a collector or arterial roadway. Cronin Engineering, Inc. COA #8597 ● 6627 Willow Park Drive ● Naples Florida 34109 ● Phone 239.593.2157 ● Fax 239.593 .8820 1 4. Pedestrian and vehicular safety. Sidewalk pathway is proposed on River Court as well as stop signs, stop bars and cross walk markings. 5. The character and quality of the neighborhood and the future development of surrounding properties. The proposed development will enhance the surrounding commercial zoning developments in the area. 6. Potential parking problems for neighboring properties. No parking problems to neighboring properties. 7. Whether the internal traffic flow is required to leave the site to reach the proposed off-site parking. Traffic flow is proposed to remain on-site. 8. Whether vehicular access shall be from or onto residential streets. Vehicle access shall be proposed on River Court with two-way vehicular movements. 9. Whether buffers adjacent to the property zoned residential are 15 feet in width and include a wall in addition to required landscaping. We are proposing a 15 foot type B buffer with wall along the east property line abutting the residential zoned property. 10. Whether the off-site parking area will be used for valet parking. No valet parking proposed. 11. Whether the off –site parking area will be used for employee parking. Off-street parking shall be used by employees and the option to share adjacent parking with employees only. 12. Whether there are more viable alternatives available. No other viable alternatives are available. Cronin Engineering, Inc. COA #8597 ● 6627 Willow Park Drive ● Naples Florida 34109 ● Phone 239.593.2157 ● Fax 239.593 .8820 2 CONCLUSION In summary, the proposed Parking Exemption request will allow and enhance public safety for traffic flow to and from the proposed site development and will not negatively impact public health, safety or welfare. Should you require additional information or have any questions, please feel free to contact me directly at (239) 593-2157 or rgrzybowski@croninengineering.com. Sincerely, CRONIN ENGINEERING, INC. Robert M. Grzybowski, P.E. #57059 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 ADDRESSING CHECKLIST Please complete the following and email to GMD_Addressing@colliergov.net or fax to the Operations Department at 239-252-5724 or submit in person to the Addressing Department at the above address. Form must be signed by Addressing personnel prior to pre-application meeting, please allow 3 days for processing. Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. F orms older than 6 months will require additional review and approval by the Addressing Department. PETITION TYPE (Indicate type below, complete a separate Addressing Checklist for each Petition type) BL (Blasting Permit) BD (Boat Dock Extension) Carnival/Circus Permit CU (Conditional Use) EXP (Excavation Permit) FP (Final Plat LLA (Lot Line Adjustment) PNC (Project Name Change) PPL (Plans & Plat Review) PSP (Preliminary Subdivision Plat) PUD Rezone RZ (Standard Rezone) SDP (Site Development Plan) SDPA (SDP Amendment) SDPI (Insubstantial Change to SDP) SIP (Site Im provement Plan) SIPI (Insubstantial Change to SIP) SNR (Street Name Change) SNC (Street Name Change – Unplatted) T DR (Transfer of Development Rights) VA (Variance) VRP (Vegetation Removal Permit) VRSFP (Vegetation Removal & Site Fill Permit) OTHER LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached) FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one) STREET ADDRESS or ADDRESSES (as applicable, if already assigned) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) 1 SURVEY (copy - needed only for unplatted properties) LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right- of-way PROPOSED PROJECT NAME (if applicable) SDP - or AR or PL # COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 Please Return Approved Checklist By: Email Personally picked up Applicant Name: Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Department. FOR STAFF USE ONLY Folio Number Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: Date: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED 2 Fax Email/Fax:Phone: Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) 12/12/2018 Details http://www.collierappraiser.com/1/1 Print New Search Tax Bills Change of Address Parcel No 65570480001 Site Address 10 RIVER CT Site City NAPLES Site Zone *Note 34110 Open GIS in a New Window with More Features. Property Summary Property Detail Aerial Sketches Trim Notices Cronin Engineering, Inc. COA #8597 ● 6627 Willow Park Drive ● Naples Florida 34109 ● Phone 239.593.2157 ● Fax 239.593 .8820 September 6, 2019 Collier County Government Growth Management Division 2800 North Horseshoe Drive Naples, Florida 34104 PROJECT: Dr. Holtan Dental Office Expansion ADDRESS: 12052 Tamiami Trail North RE: Parking Exemption – Neighborhood Information Meeting Summary Dear Mr. James Sabo: Pursuant with the Parking Exemption Petition, a Neighborhood Information Meeting (NIM) is required before the first public hearing as defined under LDC 10.03.00. On Wednesday, August 28, 2019 at 5:30pm, a public meeting was conducted at the Doubletree Suites near the subject property. Notification by mail to those within a 500 ft distance to the proposed development improvements was sent in advance of the NIM. Mr. James Sabo, ACIP, Principal Planner of Collier County was present during this meeting. Plan exhibits were displayed for reference and public viewing. During the process of recording the meeting discussion, the recording was abruptly ended by an incoming phone call and failed to record the remaining meeting discussion. We recorded 8 minutes of discussion. Project Description The project proposes the addition of a single-story 2,329 sft office building functioning as a dental office. Parking is proposed on the adjacent residential lot with additional employee parking available by owner agreement with the adjacent business owner. We are providing 16 stalls including 1 handicap stall for the facility requiring 21 total parking stalls. An APR will be applied for upon approval of the Parking Exemption. We are required by FDOT to eliminate the current driveway entrance off US-41 since it is a major deviation to the driveway spacing standard of 660 ft. We will achieve reasonable and adequate indirect access to US 41 from River Court. Summary Question: Has there been a traffic study of cars entering the site in the last 3 months? Response: We have a traffic impact study report which concludes low volume traffic movements for the intended medical/dental office land use. Cronin Engineering, Inc. COA #8597 ● 6627 Willow Park Drive ● Naples Florida 34109 ● Phone 239.593.2157 ● Fax 239.593 .8820 1 Question: Why does this expansion require 20 parking stalls? Response: It is based on the intended land use and LDC design criteria for parking stall requirements. Question: Will the closing of the entrance from US 41 and new entrance on River Ct will increase traffic on River Court. Response: The intended users will enter and exit the new entrance on River Ct leading them to US 41. Users will not make a right turn towards the cul-de-sac end. Trip generations from this site will be low volume and not excessive. Cronin Engineering recommended a np right turn or left turn only sign at this location. Question: Why can’t you just enter and exit from U.S. 41 and keep the traffic off River Court? Response: FDOT is requiring us to eliminate the current entrance from US 41 since it is non- compliant. Question: Why is parking proposed on residential zoned property and can a home be built there in the future? Response: Collier County LDC allows for the submission of a Parking Exemption Petition on residential zoned property for parking use. The zoning of the residential property is not changing. If the property owned by Dr. Holtan was sold the residential property would remain as RSF-4. Question: How do we voice our opinions and rejections to the county? Response: You can send a letter to Mr. James Sabo expressing your concerns and rejections. You will also have the ability to be present at the hearing. The Hearing Examiner will make the final decision. Question: Can the proposed east wall be taller than 6 ft? Can we have a 15 foot wall? Response: The wall can be higher. Question: How do we voice our opinions and rejections to the county? Response: You can send a letter to Mr. James Sabo expressing your concerns and rejections. You will also have the ability to be present at the hearing. Question: Will the site lighting in the parking lot cause glare? Response: The site lighting will be low profile bollard style lighting fixtures. Cronin Engineering, Inc. COA #8597 ● 6627 Willow Park Drive ● Naples Florida 34109 ● Phone 239.593.2157 ● Fax 239.593 .8820 2 Dr. Holtan expressed how the new development will enhance the corner of River Ct and US 41. The new entrance from River Ct will eliminate vehicular accidents occurring in the past at the present entrance from US 41. He expressed how the site landscaping and building appearance will create curb appeal. Dr. Holtan offered his complete cooperation to resolve local resident concerns. Dr. Holtan committed to clean out the canal abutting the property. Dr. Holtan committed to installing better landscaping for the residents as well. Dr. Holtan explained that his employees will not park on the lot and there is an agreement with the business owner to the south. The meeting concluded at approximately 6:30pm. Should you require additional information or have any questions, please feel free to contact me directly at (239) 593-2157 or rgrzybowski@croninengineering.com. Sincerely, CRONIN ENGINEERING, INC. Robert M. Grzybowski, P.E. #57059 Cronin Engineering, Inc. COA #8597 ● 6627 Willow Park Drive ● Naples Florida 34109 ● Phone 239.593.2157 ● Fax 239.593 .8820 August 2, 2019 Re: Parking Exemption, PL20180002368 – 10 River Ct Dear Property Owner: Please be advised that Robert M. Grzybowski, PE of Cronin Engineering, Inc. and Jeff Bluestein, Esquire of Anthony M. Lawhon, PA on behalf of the property owner, have filed the following application to Collier County: TITLE PETITION NO. PE-PL20180002368 - 12052 Tamiami, LLC requests a parking exemption pursuant to LDC Section 4.05.02.K.3, to allow off-site parking for a dental office on a contiguous lot zoned Residential Single Family (RSF-4). The subject property is located on the east side of Tamiami Trail North south of River Court, in Section 22, Township 48 South, Range 25 East in Collier County, Florida. In compliance with the Land Development Code requirements outlined in LDC 4.05.02.K.3, a Neighborhood Information Meeting will be held to provide you an opportunity to hear a presentation about this amendment and ask questions. The Neighborhood Information Meeting will be held on Wednesday, August 28, 2019 at 5:30pm at the Double Tree Suites, 12200 Tamiami Trail N, Naples, FL 34110. Should you have questions prior to the meeting, please feel free to contact me at 239-593-2157. Sincerely, Robert M. Grzybowski, PE Southwest Retail Properties 12022 Tamiami Trail N. Naples, FL 34110 OR Southwest Retail Properties PO Box 110879 Naples, FL 34108 Stephen and Mary Ann Iverson 24 River Court Naples, FL 34110 Ignatius and Yael Low 38 River Court Naples, FL 34110 Richard Sena 47 River Court Naples, FL 34110 Theresa Paul 54 River Court Naples, FL 34110 Margaret Long 66 River Court Naples, FL 34110 Alex and Kelsey Dunlap 83 River Court Naples, FL 34110 Ruth Ann Fischer 88 River Court Naples, FL 34110 Traffic Impact Statement Holtan Dental Office Expansion Site Development Plan Amendment (SDPA) Collier County, FL 06/06/2019 Prepared for: Prepared by: Cronin Engineering, Inc. 6627 Willow Park Drive Naples, FL 34109 Phone: 239-593-2157 Trebilcock Consulting Solutions, PA 2800 Davis Boulevard, Suite 200 Naples, FL 34104 Phone: 239-566-9551 Email: ntrebilcock@trebilcock.biz Collier County Transportation Methodology Fee – $500.00 Collier County Transportation Review Fee – Small Scale Study – No Fee Note – to be collected at time of first submittal Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 2 Statement of Certification I certify that this Traffic Impact Statement has been prepared by me or under my immediate supervision and that I have experience and training in the field of Traffic and Transportation Engineering. Norman J. Trebilcock, AICP, P.E. FL Registration No. 47116 Trebilcock Consulting Solutions, PA 2800 Davis Boulevard, Suite 200 Naples, FL 34104 Company Cert. of Auth. No. 27796 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 3 Table of Contents Project Description ......................................................................................................................... 4 Trip Generation ............................................................................................................................... 5 Trip Distribution and Assignment ................................................................................................... 7 Background Traffic .......................................................................................................................... 9 Existing and Future Roadway Network........................................................................................... 9 Project Impacts to Area Roadway Network Link Analysis ............................................................ 10 Site Access Turn Lane Analysis ...................................................................................................... 12 Improvement Analysis .................................................................................................................. 13 Mitigation of Impact ..................................................................................................................... 13 Appendices Appendix A: Project Master Site Plan .......................................................................................... 14 Appendix B: Initial Meeting Checklist (Methodology Meeting) .................................................. 16 Appendix C: Trip Generation Calculations ITE 10th Edition ........................................................ 23 Appendix D: Turning Movements Exhibits .................................................................................. 29 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 4 Project Description The Holtan Dental Office Expansion project is a multi-parcel property located in north Naples on the east side of Tamiami Trail North (SR 45), approximately 0.6 miles north of Immokalee Road. The project is approximately 0.52 acres in size and it is located in Section 22, Township 48 South, Range 25 East, in Collier County, Florida. Refer to Figure 1 – Project Location Map, below, and Appendix A: Project Master Site Plan. Figure 1 – Project Location Map The projects existing zoning is C-4 (General Commercial District). The property is developed with an existing dental office of approximately 1,856 square feet (sf). This SDPA project proposes to maintain the existing building and construct an approximately 2,329 sf addition to the existing structure, for a total of 4,185 sf (reference Table 1, next page). Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 5 Table 1 Approved Development Program Development Land Use ITE Land Use ITE Land Use Code Total Size Existing Dental Office Medical-Dental Office 720 1,856 sf* Proposed Dental Office Medical-Dental Office 720 4,185 sf* Note(s): *square feet A methodology meeting was held with the Collier County Transportation Planning staff on February 7, 2019, via email, and is illustrated in Appendix B: Initial Meeting Checklist (Methodology Meeting). For purposes of this evaluation, the project build-out year is assumed to be consistent with the Collier County 2021 planning horizon. The site has an existing right-in/right-out connection onto US 41. As coordinated with FDOT, the project proposes to close the connection on US 41 and provide one full movement driveway onto River Court. Trip Generation The project provides the highest and best use scenario with respect to the project’s proposed trip generation. The project’s site trip generation is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition and the software program OTISS (Online Traffic Impact Study Software, most recent version). The ITE equations are used for the trip generation calculations. The ITE – OTISS trip generation calculation worksheets are provided in Appendix C: Trip Generation Calculations ITE 10th Edition. Based on ITE recommendations and Collier County Traffic Impact Study (TIS) guidelines, no reductions for internal capture or pass-by trips have been taken into consideration. The new SDPA development scenario trip generation is illustrated in Table 2A. The trip generation analysis based on existing allowed conditions is shown in Table 2B. The net new proposed trip generation shows total proposed conditions versus existing allowed (the difference between Table 2A and Table 2B) and is illustrated in Table 2C. Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 6 Table 2A Trip Generation (Proposed SDPA Conditions) – Average Weekday Note(s): (1) sf = square feet Table 2B Trip Generation (Existing Allowed Conditions) – Average Weekday Note(s): (1) sf = square feet Table 2C Trip Generation (Proposed Net New Traffic) – Average Weekday For the purpose of this TIS, the surrounding roadway network link concurrency analysis is analyzed based on projected net new, PM peak hour traffic generated by the project as illustrated in Table 2C. In addition, the site access turn lane analysis is calculated based on the proposed SDPA build-out external trips during the weekday AM and PM peak hour (as shown in Table 2A). Development 24 Hour Two- Way Volume AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Medical-Dental Office Building – 4,185 sf(1) 73 10 3 13 4 12 16 Development 24 Hour Two- Way Volume AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Medical-Dental Office Building – 1,856 sf(1) 32 5 1 6 2 6 8 Development 24 Hour Two- Way Volume AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Proposed SDPA Conditions 73 10 3 13 4 12 16 Existing Allowed Conditions 32 5 1 6 2 6 8 Total Net New External Traffic 41 5 2 7 2 6 8 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 7 Trip Distribution and Assignment The traffic generated by the development was assigned to the adjacent roadways using the knowledge of the area, and as coordinated with Collier County Transportation Planning staff. The assignment of the net new proposed site-generated trip distribution is shown in Table 3, Project Traffic Distribution for PM Peak Hour and is graphically depicted in Figure 2 – Project Distribution by Percentage and by PM Peak Hour. Table 3 Project Traffic Distribution for PM Peak Hour Roadway Link CC AUIR Link ID # Roadway Link Location Distribution of Project Traffic PM Peak Hr Project Traffic Vol.* Enter Exit Tamiami Trail N (SR 45) 99.0 Wiggins Pass Road to Project Driveway 50% SB – 1 NB – 3 Tamiami Trail N (SR 45) 99.0 Project Driveway to Immokalee Road 50% NB – 1 SB – 3 Note(s): *Peak hour, peak direction traffic volumes are underlined and bold to be used in Roadway Link Level of Service calculations. Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 8 Figure 2 – Project Distribution by Percentage and PM Peak Hour Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 9 Background Traffic Future projected background traffic volumes are calculated based on approved growth rates and trip bank volumes for the segments of the roadway network in the study area , as shown in the Collier County 2018 Annual Update and Inventory Report (AUIR). The higher of the two determinations is to be used in the Roadway Link Level of Service analysis. Based on Collier County Transportation Planning Staff guidance, a minimum of 2% growth rate is considered. Table 4 illustrates the projected background peak hour peak direction traffic volume (without project) for the future build-out year 2021. Table 4 Background Traffic without Project (2018 - 2021) Roadway Link CC AUIR Link ID # Roadway Link Location 2018 AUIR Pk Hr, Pk Dir Background Traffic Volume (trips/hr) Projected Traffic Annual Growth Rate (%/yr)* Growth Factor 2021 Projected Pk Hr, Peak Dir Background Traffic Volume w/out Project (trips/hr) Growth Factor** Trip Bank 2021 Projected Pk Hr, Peak Dir Background Traffic Volume w/out Project (trips/hr) Trip Bank*** Tamiami Trail N (SR 45) 99.0 Wiggins Pass Road to Project Driveway 3,000 2.0% 1.0612 3,184 34 3,034 Tamiami Trail N (SR 45) 99.0 Project Driveway to Immokalee Road 3,000 2.0% 1.0612 3,184 34 3,034 Note(s): *Annual Growth Rate – estimated from 2008-2017 peak hour, peak direction traffic volumes, or 2% minimum. **Growth Factor = (1 + Annual Growth Rate)3. 2021 Projected Volume = 2018 AUIR Volume x Growth Factor. ***2021 Projected Volume = 2018 AUIR Volume + Trip Bank. The projected 2021 Peak Hour – Peak Direction Background Traffic is the greater of the Growth Factor or Trip Bank calculation, which is underlined and bold as applicable. Existing and Future Roadway Network The existing roadway conditions are extracted from the 2018 Annual Update and Inventory Report (AUIR). Future projected roadway conditions are based on the current Collier County 5- Year Work Program. Roadway improvements that are currently under construction or are scheduled to be constructed within the five-year Transportation Improvement Plan (TIP) or Capital Improvement program (CIP) are considered to be committed improvements. As no such improvements are identified in the Collier County 2018 AUIR, the evaluated roadways are anticipated to remain as such through project build-out. The existing and projected future roadway conditions are illustrated in Table 5, Existing and Future Roadway Conditions. Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 10 Table 5 Existing and Future Roadway Conditions Roadway Link CC AUIR Link ID # Roadway Link Location Exist Roadway Min. Standard LOS Exist Peak Dir, Peak Hr Capacity Volume Future Project Build out Roadway Tamiami Trail N (SR 45) 99.0 Wiggins Pass Road to Project Driveway 6D E 3,100 (NB) 6D Tamiami Trail N (SR 45) 99.0 Project Driveway to Immokalee Road 6D E 3,100 (NB) 6D Note(s): 2U = 2-lane undivided roadway; 4D, 6D, 8D = 4-lane, 6-lane, 8-lane divided roadway, respectively; LOS = Level of Service. Project Impacts to Area Roadway Network Link Analysis The Collier County Transportation Planning Services developed Level of Service (LOS) volumes for the roadway links impacted by the project , which were evaluated to determine the project impacts to the area roadway network in the future. The Collier County Transportation Planning Services guidelines have determined that a project will be considered to have a significant and adverse impact if both the percentage volume capacity exceeds 2% of the capacity for the link directly accessed by the project and for the link adjacent to the link directly accessed by the project; 3% for other subsequent links, and if the roadway is projected to operate below the adopted LOS standard. Based on these criteria, this project does not create any significant impacts to the area roadway network. Table 6, Roadway Link Level of Service, illustrates the LOS impacts of the project on the studied roadway network. Based on the data contained within the 2018 AUIR, the Tamiami Trail North link from Immokalee Road to Wiggins Pass Road (AUIR Link ID #99.0) is shown to operate with a LOS deficiency in 2021, under background traffic conditions. Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 11 Table 6 Roadway Link Level of Service (LOS) – With Project in the Year 2021 Roadway Link CC AUIR Link ID # Roadway Link Location 2018 Peak Dir, Peak Hr Capacity Volume Roadway Link, Peak Dir, Peak Hr Project Volume Added* 2021 Peak Dir, Peak Hr Volume w/Project ** % Vol. Capacity Impact By Project Min LOS exceeded without Project? Yes/No Min LOS exceede d with Project? Yes/No Tamiami Trail N (SR 45) 99.0 Wiggins Pass Road to Project Driveway 3,100 (NB) NB – 3 3,187 0.10% Yes Yes Tamiami Trail N (SR 45) 99.0 Project Driveway to Immokalee Road 3,100 (NB) NB – 1 3,185 0.03% Yes Yes Note(s): *Refer to Table 3 from this report. **2021 Projected Volume = 2021 background (refer to Table 4) + Project Volume Added. In agreement with the Collier County Growth Management Plan – Transportation Element – Policy 5.2, project traffic that is 1% or less of the adopted peak hour service volume represents a de minimis impact. As illustrated in Table 6, the projected traffic impact is de minimis for the purposes of this application. The analyzed Tamiami Trail link is within the Northwest Transportation Concurrency Management Area (TCMA). The TCMAs designation is provided in Policy 5.6 of the Transportation Element. In agreement with Policy 5.7 of the Transportation Element, the TCMA concurrency is measured on a system-wide basis such that each TCMA shall maintain 85% of its lane miles at or above the LOS standards. Based on the information contained in 2018 AUIR, the Northwest TCMA percent lane miles meeting standard is 98.9%. As illustrated in Policy 5.8(d) – Transportation Element, no impact will be de minimis if it exceeds the adopted LOS standard of any affected designated hurricane evacuation routes within a TCMA. Any impact to a hurricane evacuation route within a TCMA shall require a proportionate share congestion mitigation payment provided the remaining LOS requirements of the TCMA are maintained. As stated in the Collier County Land Development Code (LDC) 6.02.02 L. 5., in order to be exempt from link specific concurrency, new commercial development or redevelopment within Collier County’s designated Transportation Concurrency Management Areas (TCMAs) shall utilize at least 2 of the Transportation Demand Management (TDM) strategies, as may be Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 12 applicable that are listed within that section. This project proposes to utilize the following TDM strategies: Policy 5.5: g) Transit subsidy that would be expected to reduce auto trips generated by the development and increase transit ridership. Policy 5.5: h) Bicycle and pedestrian facilities that would be expected to reduce vehicle miles of travel and automobile work trips generated by the d evelopment. In summary, our findings are as follows: The Tamiami Trail link from Immokalee Road to Wiggins Pass Road exceeds LOS requirements under 2021 background conditions; and that the Northwest TCMA contains sufficient capacity so that the minimum 85% capacity threshold is maintained. The Developer may be required to assist the County with potential capacity/operational improvements that would provide sufficient capacity along Tamiami Trail, from Immokalee Road to Wiggins Pass Road. Site Access Turn Lane Analysis The site has an existing right-in/right-out connection onto US 41. As coordinated with FDOT, the project proposes to close the connection on US 41 and provide one full movement driveway onto River Court. For more details refer to Appendix A: Project Master Site Plan. The site access turn lane analysis is calculated based on the projected SDPA build-out trips during the weekday AM and PM peak hours (as illustrated in Table 2A). Tamiami Trail North (SR 45) is under Florida Department of Transportation (FDOT) jurisdiction and is currently a north-south, six-lane, two-way, divided arterial roadway and has a posted legal speed limit of 55 mph in the vicinity of the project. River Court is a two-lane undivided, no-outlet local roadway which connects to Tamiami Trail North via a right-in/right-out access. The project accesses on River Court are evaluated for turn lane warrants based on the Collier County Construction Standards Handbook: (a) two-lane roadways – 40 vph for right-turn lane/20 vph for left-turn lane; (b) multi-lane divided roadways – right-turn lanes shall always be provided; and (c) when new median openings are permitted, they shall always include left-turn lanes. Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 13 Project Access – River Court The project proposes a full access driveway connection onto River Court. The project is expected to generate 10 vph and 4 vph right-turning movements for the AM and PM peak hour periods, respectively. Based on the minimal traffic projected at this location, turn lane modifications are not recommended. The estimated project trips at driveway locations are illustrated in Appendix D: Turning Movements Exhibits. Improvement Analysis Based on the roadway network link analysis results, the proposed project is not a significant traffic generator for the roadway network traffic at this location. Based on the data contained within the 2018 AUIR, the Tamiami Trail North link from Immokalee Road to Wiggins Pass Road (AUIR Link ID #99.0) is shown to operate with a LOS deficiency in 2021, under background traffic conditions. Based on the site access turn lane analysis results, turn lanes are not warranted at the project proposed access. Mitigation of Impact The developer proposes to pay the appropriate Collier County Road Impact Fee as building permits are issued for the project. Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 14 Appendix A: Project Master Site Plan Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 15 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 16 Appendix B: Initial Meeting Checklist (Methodology Meeting) Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 17 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 18 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 19 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 20 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 21 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 22 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 23 Appendix C: Trip Generation Calculations ITE 10th Edition Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 24 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 25 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 26 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 27 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 28 Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 29 Appendix D: Turning Movements Exhibits Holtan Dental Office Expansion – SDPA – TIS – June 2019 Trebilcock Consulting Solutions, PA P a g e | 30 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 1 of 8 L D-Series Size 0LED Area Luminaire Specifications Catalog Number Notes Type Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 400W metal halide with typical energy savings of 70% and expected service life of over 100,000 hours. EPA:0.95 ft2 (.09 m2) Length:26" (66.0 cm) Width:13" (33.0 cm) Height1:3" (7.62 cm) Height2:7" (17.8 cm) Weight (max): 16 lbs (7.25 kg) Hit the Tab key or mouse over the page to see all interactive elements. H2 W Ordering Information EXAMPLE: DSX0 LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX0 LED Series LEDs Color temperature Distribution Voltage Mounting DSX0 LED Forward optics P1 P4 P7 P2 P5 P3 P6 Rotated optics P101 P121 P111 P131 30K 3000 K 40K 4000 K 50K 5000 K T1S Type I short T2S Type II short T2M Type II medium T3S Type III short T3M Type III medium T4M Type IV medium TFTM Forward throw medium T5VS Type V very short T5S Type V short T5M Type V medium T5W Type V wide BLC Backlight control2 LCCO Left corner cutoff2 RCCO Right corner cutoff2 MVOLT 3,4 120 4 208 4 240 4 277 4 347 4,5 480 4,5 Shipped included SPA Square pole mounting RPA Round pole mounting WBA Wall bracket SPUMBA Square pole universal mounting adaptor 6 RPUMBA Round pole universal mounting adaptor 6 Shipped separately KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish)7 Control options Other options Finish (required) Shipped installed NLTAIR2 nLight AIR generation 2 enabled8,9 PIRHN Network, high/low motion/ambient sensor10 PER NEMA twist-lock receptacle only (control ordered separate) 11 PER5 Five-pin receptacle only (control ordered separate) 11,12 PER7 Seven-pin receptacle only (leads exit fixture) (control ordered separate) 11,12 DMG 0-10V dimming extend out back of housing for external control (control ordered separate) PIR High/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 5fc 13,14 PIRH High/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 5fc 13,14 PIR1FC3V High/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc 13,14 PIRH1FC3V High/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc 13,14 FAO Field adjustable output 15 Shipped installed HS House-side shield 16 SF Single fuse (120, 277, 347V) 4 DF Double fuse (208, 240, 480V) 4 L90 Left rotated optics 1 R90 Right rotated optics 1 DDL Diffused drop lens 16 Shipped separately BS Bird spikes 17 EGS External glare shield 17 DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white A+ Capable options indicated by this color background. H1 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 2 of 8 1.750" for aluminum poles 2.750" - for other poles type Tenon O.D.Single Unit 2 at 180°2 at 90°3 at 120°3 at 90°4 at 90° 2-3/8"AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 AST20-490 2-7/8"AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4"AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Tenon Mounting Slipfitter Drilling Ordering Information Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 18 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 18 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 18 DSHORT SBK U Shorting cap 18 DSX0HS 20C U House-side shield for P1,P2,P3 and P4 16 DSX0HS 30C U House-side shield for P10,P11,P12 and P13 16 DSX0HS 40C U House-side shield for P5,P6 AND P7 16 DSX0DDL U Diffused drop lens (polycarbonate) 16 PUMBA DDBXD U*Square and round pole universal mounting bracket adaptor (specify finish) 19 KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 6 For more control options, visit DTL and ROAM online. Link to nLight Air 2 26.06 5.96 TYP. 7.30 18.76 .45 TYP. 6.53 TYP. .32 R.09 .19.13 3.30 .13 .14 THRU 12.43 4.31 6.53 .50 78° 59° .38 12.05.30 SEE DETAIL A 4 PLCS. SCALE 2:1 ADETAIL C 90.0090.00 90.0090.00 EGS – External Glare Shield .50 73˚ 12.05 12.476 Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS Minimum Acceptable Outside Pole Dimension SPA #8 2-7/8" 2-7/8" 3.5"3.5"3.5" RPA #8 2-7/8" 2-7/8" 3.5"3.5" 3" 3.5" SPUMBA #5 2-7/8" 3" 4"4" 4" RPUMBA #5 2-7/8" 3.5"5" 5" 3.5"5" NOTES 1 P10, P11, P12 and P13 and rotated options (L90 or R90) only available together. 2 Not available with HS or DDL. 3 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 4 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 5 Not available in P4, P7 or P13. Not available with BL30, BL50 or PNMT options. 6 Universal mounting brackets intended for retrofit on existing pre-drilled poles only. 1.5 G vibration load rating per ANCI C136.31. 7 Must order fixture with SPA mounting. Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8" mast arm (not included). 8 Must be ordered with PIRHN. 9 Sensor cover available only in dark bronze, black, white and natural aluminum colors. 10 Must be ordered with NLTAIR2. For more information on nLight Air 2 visit this link 11 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 12 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included. 13 Reference Motion Sensor table on page 3. 14 Reference PER Table on page 3 to see functionality. 15 Not available with other dimming controls options. 16 Not available with BLC, LCCO and RCCO distribution. Must be ordered with fixture for factory pre-drilling. 17 Must be ordered with fixture for factory pre-drilling. 18 Requires luminaire to be specified with PER, PER5 or PER7 option. See PER Table on page 3. 19 For retrofit use only. Top of Pole 0.563" 1.325"0.400"(2 PLCS) Template #8 A Handhole B C D HANDHOLE ORIENTATION(from top of pole) 2.650" One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 3 of 8 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T1S Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2M Test No. Test No. LTL23457P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2S Test No. LTL23457P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3M Test No. LTL23457P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3S 4 3 2 1 0 -4 -3 -2 -1 T4M Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 TFTM Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5VS Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5S Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5M Test No. Test No. LTL23451P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5W 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 BLC Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 LCCO Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Test No. RCCO 4 3 2 1 0 4321 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Area Size 0 homepage. Photometric Diagrams Isofootcandle plots for the DSX0 LED 40C 1000 40K. Distances are in units of mounting height (20'). LEGEND 0.1 fc 0.5 fc 1.0 fc One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 4 of 8 Performance Data Electrical Load Current (A) Performance Package LED Count Drive Current Wattage 120 208 240 277 347 480 Forward Optics (Non-Rotated) P1 20 530 38 0.32 0.18 0.15 0.15 0.10 0.08 P2 20 700 49 0.41 0.23 0.20 0.19 0.14 0.11 P3 20 1050 71 0.60 0.37 0.32 0.27 0.21 0.15 P4 20 1400 92 0.77 0.45 0.39 0.35 0.28 0.20 P5 40 700 89 0.74 0.43 0.38 0.34 0.26 0.20 P6 40 1050 134 1.13 0.65 0.55 0.48 0.39 0.29 P7 40 1300 166 1.38 0.80 0.69 0.60 0.50 0.37 Rotated Optics (Requires L90 or R90) P10 30 530 53 0.45 0.26 0.23 0.21 0.16 0.12 P11 30 700 72 0.60 0.35 0.30 0.27 0.20 0.16 P12 30 1050 104 0.88 0.50 0.44 0.39 0.31 0.23 P13 30 1300 128 1.08 0.62 0.54 0.48 0.37 0.27 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Projected LED Lumen Maintenance Controls Options Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Motion Sensor Default Settings Option Dimmed State High Level (when triggered) Phototcell Operation Dwell Time Ramp-up Time Ramp-down Time PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 5 min 3 sec 5 min *PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 5 min 3 sec 5 min *for use with separate Dusk to Dawn or timer. Nomenclature Descripton Functionality Primary control device Notes FAO Field adjustable output device installed inside the lumiaire; wired to the driver dimming leads. Allows the lumiaire to be manually dimmed, effectively trimming the light output. FAO device Cannot be used with other controls options that need the 0-10V leads DS Drivers wired independantly for 50/50 luminaire operation The luminaire is wired to two separate circuits, allowing for 50/50 operation. Independently wired drivers Requires two seperately switched circuits. Consider nLight AIR as a more cost effective alternative. PER5 or PER7 Twist-lock photocell receptacle Compatible with standard twist-lock photocells for dusk to dawn operation, or advanced control nodes that provide 0-10V dimming signals. Twist-lock photocells such as DLL Elite or advanced control nodes such as ROAM. Pins 4 & 5 to dimming leads on driver, Pins 6 & 7 are capped inside luminaire PIR or PIRH Motion sensors with integral photocell. PIR for 8-15' mounting; PIRH for 15-30' mounting Luminaires dim when no occupancy is detected. Acuity Controls SBOR Also available with PIRH1FC3V when the sensor photocell is used for dusk-to-dawn operation. NLTAIR2 PIRHN nLight AIR enabled luminaire for motion sensing, photocell and wireless communication. Motion and ambient light sensing with group response. Scheduled dimming with motion sensor over-ride when wirelessly connected to the nLight Eclypse. nLight Air rSDGR nLight AIR sensors can be programmed and commissioned from the ground using the ClAIRity Pro app. Ambient Lumen Multiplier 0°C 32°F 1.04 5°C 41°F 1.04 10°C 50°F 1.03 15°C 50°F 1.02 20°C 68°F 1.01 25°C 77°C 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Operating Hours Lumen Maintenance Factor 25,000 0.96 50,000 0.92 100,000 0.85 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 5 of 8 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Forward Optics Power Package LED Count Drive Current System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 20 530 38W T1S 4,369 1 0 1 115 4,706 1 0 1 124 4,766 1 0 1 125 T2S 4,364 1 0 1 115 4,701 1 0 1 124 4,761 1 0 1 125 T2M 4,387 1 0 1 115 4,726 1 0 1 124 4,785 1 0 1 126 T3S 4,248 1 0 1 112 4,577 1 0 1 120 4,634 1 0 1 122 T3M 4,376 1 0 1 115 4,714 1 0 1 124 4,774 1 0 1 126 T4M 4,281 1 0 1 113 4,612 1 0 2 121 4,670 1 0 2 123 TFTM 4,373 1 0 1 115 4,711 1 0 2 124 4,771 1 0 2 126 T5VS 4,548 2 0 0 120 4,900 2 0 0 129 4,962 2 0 0 131 T5S 4,552 2 0 0 120 4,904 2 0 0 129 4,966 2 0 0 131 T5M 4,541 3 0 1 120 4,891 3 0 1 129 4,953 3 0 1 130 T5W 4,576 3 0 2 120 4,929 3 0 2 130 4,992 3 0 2 131 BLC 3,586 1 0 1 94 3,863 1 0 1 102 3,912 1 0 1 103 LCCO 2,668 1 0 1 70 2,874 1 0 2 76 2,911 1 0 2 77 RCCO 2,668 1 0 1 70 2,874 1 0 2 76 2,911 1 0 2 77 P2 20 700 49W T1S 5,570 1 0 1 114 6,001 1 0 1 122 6,077 2 0 2 124 T2S 5,564 1 0 2 114 5,994 1 0 2 122 6,070 2 0 2 124 T2M 5,593 1 0 1 114 6,025 1 0 1 123 6,102 1 0 1 125 T3S 5,417 1 0 2 111 5,835 1 0 2 119 5,909 2 0 2 121 T3M 5,580 1 0 2 114 6,011 1 0 2 123 6,087 1 0 2 124 T4M 5,458 1 0 2 111 5,880 1 0 2 120 5,955 1 0 2 122 TFTM 5,576 1 0 2 114 6,007 1 0 2 123 6,083 1 0 2 124 T5VS 5,799 2 0 0 118 6,247 2 0 0 127 6,327 2 0 0 129 T5S 5,804 2 0 0 118 6,252 2 0 0 128 6,332 2 0 1 129 T5M 5,789 3 0 1 118 6,237 3 0 1 127 6,316 3 0 1 129 T5W 5,834 3 0 2 119 6,285 3 0 2 128 6,364 3 0 2 130 BLC 4,572 1 0 1 93 4,925 1 0 1 101 4,987 1 0 1 102 LCCO 3,402 1 0 2 69 3,665 1 0 2 75 3,711 1 0 2 76 RCCO 3,402 1 0 2 69 3,665 1 0 2 75 3,711 1 0 2 76 P3 20 1050 71W T1S 7,833 2 0 2 110 8,438 2 0 2 119 8,545 2 0 2 120 T2S 7,825 2 0 2 110 8,429 2 0 2 119 8,536 2 0 2 120 T2M 7,865 2 0 2 111 8,473 2 0 2 119 8,580 2 0 2 121 T3S 7,617 2 0 2 107 8,205 2 0 2 116 8,309 2 0 2 117 T3M 7,846 2 0 2 111 8,452 2 0 2 119 8,559 2 0 2 121 T4M 7,675 2 0 2 108 8,269 2 0 2 116 8,373 2 0 2 118 TFTM 7,841 2 0 2 110 8,447 2 0 2 119 8,554 2 0 2 120 T5VS 8,155 3 0 0 115 8,785 3 0 0 124 8,896 3 0 0 125 T5S 8,162 3 0 1 115 8,792 3 0 1 124 8,904 3 0 1 125 T5M 8,141 3 0 2 115 8,770 3 0 2 124 8,881 3 0 2 125 T5W 8,204 3 0 2 116 8,838 4 0 2 124 8,950 4 0 2 126 BLC 6,429 1 0 2 91 6,926 1 0 2 98 7,013 1 0 2 99 LCCO 4,784 1 0 2 67 5,153 1 0 2 73 5,218 1 0 2 73 RCCO 4,784 1 0 2 67 5,153 1 0 2 73 5,218 1 0 2 73 P4 20 1400 92W T1S 9,791 2 0 2 106 10,547 2 0 2 115 10,681 2 0 2 116 T2S 9,780 2 0 2 106 10,536 2 0 2 115 10,669 2 0 2 116 T2M 9,831 2 0 2 107 10,590 2 0 2 115 10,724 2 0 2 117 T3S 9,521 2 0 2 103 10,256 2 0 2 111 10,386 2 0 2 113 T3M 9,807 2 0 2 107 10,565 2 0 2 115 10,698 2 0 2 116 T4M 9,594 2 0 2 104 10,335 2 0 3 112 10,466 2 0 3 114 TFTM 9,801 2 0 2 107 10,558 2 0 2 115 10,692 2 0 2 116 T5VS 10,193 3 0 1 111 10,981 3 0 1 119 11,120 3 0 1 121 T5S 10,201 3 0 1 111 10,990 3 0 1 119 11,129 3 0 1 121 T5M 10,176 4 0 2 111 10,962 4 0 2 119 11,101 4 0 2 121 T5W 10,254 4 0 3 111 11,047 4 0 3 120 11,186 4 0 3 122 BLC 8,036 1 0 2 87 8,656 1 0 2 94 8,766 1 0 2 95 LCCO 5,979 1 0 2 65 6,441 1 0 2 70 6,523 1 0 3 71 5,979 1 0 2 65 6,441 1 0 2 70 6,523 1 0 3 71 Performance Data Lumen Output One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 6 of 8 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Forward Optics Power Package LED Count Drive Current System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P5 40 700 89W T1S 10,831 2 0 2 122 11,668 2 0 2 131 11,816 2 0 2 133 T2S 10,820 2 0 2 122 11,656 2 0 2 131 11,803 2 0 2 133 T2M 10,876 2 0 2 122 11,716 2 0 2 132 11,864 2 0 2 133 T3S 10,532 2 0 2 118 11,346 2 0 2 127 11,490 2 0 2 129 T3M 10,849 2 0 2 122 11,687 2 0 2 131 11,835 2 0 2 133 T4M 10,613 2 0 3 119 11,434 2 0 3 128 11,578 2 0 3 130 TFTM 10,842 2 0 2 122 11,680 2 0 2 131 11,828 2 0 2 133 T5VS 11,276 3 0 1 127 12,148 3 0 1 136 12,302 3 0 1 138 T5S 11,286 3 0 1 127 12,158 3 0 1 137 12,312 3 0 1 138 T5M 11,257 4 0 2 126 12,127 4 0 2 136 12,280 4 0 2 138 T5W 11,344 4 0 3 127 12,221 4 0 3 137 12,375 4 0 3 139 BLC 8,890 1 0 2 100 9,576 1 0 2 108 9,698 1 0 2 109 LCCO 6,615 1 0 3 74 7,126 1 0 3 80 7,216 1 0 3 81 RCCO 6,615 1 0 3 74 7,126 1 0 3 80 7,216 1 0 3 81 P6 40 1050 134W T1S 14,805 3 0 3 110 15,949 3 0 3 119 16,151 3 0 3 121 T2S 14,789 3 0 3 110 15,932 3 0 3 119 16,134 3 0 3 120 T2M 14,865 3 0 3 111 16,014 3 0 3 120 16,217 3 0 3 121 T3S 14,396 3 0 3 107 15,509 3 0 3 116 15,705 3 0 3 117 T3M 14,829 2 0 3 111 15,975 3 0 3 119 16,177 3 0 3 121 T4M 14,507 2 0 3 108 15,628 3 0 3 117 15,826 3 0 3 118 TFTM 14,820 2 0 3 111 15,965 3 0 3 119 16,167 3 0 3 121 T5VS 15,413 4 0 1 115 16,604 4 0 1 124 16,815 4 0 1 125 T5S 15,426 3 0 1 115 16,618 4 0 1 124 16,828 4 0 1 126 T5M 15,387 4 0 2 115 16,576 4 0 2 124 16,786 4 0 2 125 T5W 15,506 4 0 3 116 16,704 4 0 3 125 16,915 4 0 3 126 BLC 12,151 1 0 2 91 13,090 1 0 2 98 13,255 1 0 2 99 LCCO 9,041 1 0 3 67 9,740 1 0 3 73 9,863 1 0 3 74 RCCO 9,041 1 0 3 67 9,740 1 0 3 73 9,863 1 0 3 74 P7 40 1300 166W T1S 17,023 3 0 3 103 18,338 3 0 3 110 18,570 3 0 3 112 T2S 17,005 3 0 3 102 18,319 3 0 3 110 18,551 3 0 3 112 T2M 17,092 3 0 3 103 18,413 3 0 3 111 18,646 3 0 3 112 T3S 16,553 3 0 3 100 17,832 3 0 3 107 18,058 3 0 3 109 T3M 17,051 3 0 3 103 18,369 3 0 3 111 18,601 3 0 3 112 T4M 16,681 3 0 3 100 17,969 3 0 3 108 18,197 3 0 3 110 TFTM 17,040 3 0 3 103 18,357 3 0 4 111 18,590 3 0 4 112 T5VS 17,723 4 0 1 107 19,092 4 0 1 115 19,334 4 0 1 116 T5S 17,737 4 0 2 107 19,108 4 0 2 115 19,349 4 0 2 117 T5M 17,692 4 0 2 107 19,059 4 0 2 115 19,301 4 0 2 116 T5W 17,829 5 0 3 107 19,207 5 0 3 116 19,450 5 0 3 117 BLC 13,971 2 0 2 84 15,051 2 0 2 91 15,241 2 0 2 92 LCCO 10,396 1 0 3 63 11,199 1 0 3 67 11,341 1 0 3 68 10,396 1 0 3 63 11,199 1 0 3 67 11,341 1 0 3 68 Performance Data Lumen Output One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 7 of 8 Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Lumen Output Rotated Optics Power Package LED Count Drive Current System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P10 30 530 53W T1S 6,727 2 0 2 127 7,247 3 0 3 137 7,339 3 0 3 138 T2S 6,689 3 0 3 126 7,205 3 0 3 136 7,297 3 0 3 138 T2M 6,809 3 0 3 128 7,336 3 0 3 138 7,428 3 0 3 140 T3S 6,585 3 0 3 124 7,094 3 0 3 134 7,183 3 0 3 136 T3M 6,805 3 0 3 128 7,331 3 0 3 138 7,424 3 0 3 140 T4M 6,677 3 0 3 126 7,193 3 0 3 136 7,284 3 0 3 137 TFTM 6,850 3 0 3 129 7,379 3 0 3 139 7,472 3 0 3 141 T5VS 6,898 3 0 0 130 7,431 3 0 0 140 7,525 3 0 0 142 T5S 6,840 2 0 1 129 7,368 2 0 1 139 7,461 2 0 1 141 T5M 6,838 3 0 1 129 7,366 3 0 2 139 7,460 3 0 2 141 T5W 6,777 3 0 2 128 7,300 3 0 2 138 7,393 3 0 2 139 BLC 5,626 2 0 2 106 6,060 2 0 2 114 6,137 2 0 2 116 LCCO 4,018 1 0 2 76 4,328 1 0 2 82 4,383 1 0 2 83 RCCO 4,013 3 0 3 76 4,323 3 0 3 82 4,377 3 0 3 83 P11 30 700 72W T1S 8,594 3 0 3 119 9,258 3 0 3 129 9,376 3 0 3 130 T2S 8,545 3 0 3 119 9,205 3 0 3 128 9,322 3 0 3 129 T2M 8,699 3 0 3 121 9,371 3 0 3 130 9,490 3 0 3 132 T3S 8,412 3 0 3 117 9,062 3 0 3 126 9,177 3 0 3 127 T3M 8,694 3 0 3 121 9,366 3 0 3 130 9,484 3 0 3 132 T4M 8,530 3 0 3 118 9,189 3 0 3 128 9,305 3 0 3 129 TFTM 8,750 3 0 3 122 9,427 3 0 3 131 9,546 3 0 3 133 T5VS 8,812 3 0 0 122 9,493 3 0 0 132 9,613 3 0 0 134 T5S 8,738 3 0 1 121 9,413 3 0 1 131 9,532 3 0 1 132 T5M 8,736 3 0 2 121 9,411 3 0 2 131 9,530 3 0 2 132 T5W 8,657 4 0 2 120 9,326 4 0 2 130 9,444 4 0 2 131 BLC 7,187 3 0 3 100 7,742 3 0 3 108 7,840 3 0 3 109 LCCO 5,133 1 0 2 71 5,529 1 0 2 77 5,599 1 0 2 78 RCCO 5,126 3 0 3 71 5,522 3 0 3 77 5,592 3 0 3 78 P12 30 1050 104W T1S 12,149 3 0 3 117 13,088 3 0 3 126 13,253 3 0 3 127 T2S 12,079 4 0 4 116 13,012 4 0 4 125 13,177 4 0 4 127 T2M 12,297 3 0 3 118 13,247 3 0 3 127 13,415 3 0 3 129 T3S 11,891 4 0 4 114 12,810 4 0 4 123 12,972 4 0 4 125 T3M 12,290 3 0 3 118 13,239 4 0 4 127 13,407 4 0 4 129 T4M 12,058 4 0 4 116 12,990 4 0 4 125 13,154 4 0 4 126 TFTM 12,369 4 0 4 119 13,325 4 0 4 128 13,494 4 0 4 130 T5VS 12,456 3 0 1 120 13,419 3 0 1 129 13,589 4 0 1 131 T5S 12,351 3 0 1 119 13,306 3 0 1 128 13,474 3 0 1 130 T5M 12,349 4 0 2 119 13,303 4 0 2 128 13,471 4 0 2 130 T5W 12,238 4 0 3 118 13,183 4 0 3 127 13,350 4 0 3 128 BLC 10,159 3 0 3 98 10,944 3 0 3 105 11,083 3 0 3 107 LCCO 7,256 1 0 3 70 7,816 1 0 3 75 7,915 1 0 3 76 RCCO 7,246 3 0 3 70 7,806 4 0 4 75 7,905 4 0 4 76 P13 30 1300 128W T1S 14,438 3 0 3 113 15,554 3 0 3 122 15,751 3 0 3 123 T2S 14,355 4 0 4 112 15,465 4 0 4 121 15,660 4 0 4 122 T2M 14,614 3 0 3 114 15,744 4 0 4 123 15,943 4 0 4 125 T3S 14,132 4 0 4 110 15,224 4 0 4 119 15,417 4 0 4 120 T3M 14,606 4 0 4 114 15,735 4 0 4 123 15,934 4 0 4 124 T4M 14,330 4 0 4 112 15,438 4 0 4 121 15,633 4 0 4 122 TFTM 14,701 4 0 4 115 15,836 4 0 4 124 16,037 4 0 4 125 T5VS 14,804 4 0 1 116 15,948 4 0 1 125 16,150 4 0 1 126 T5S 14,679 3 0 1 115 15,814 3 0 1 124 16,014 3 0 1 125 T5M 14,676 4 0 2 115 15,810 4 0 2 124 16,010 4 0 2 125 T5W 14,544 4 0 3 114 15,668 4 0 3 122 15,866 4 0 3 124 BLC 7919 3 0 3 62 8531 3 0 3 67 8639 3 0 3 67 LCCO 5145 1 0 2 40 5543 1 0 2 43 5613 1 0 2 44 5139 3 0 3 40 5536 3 0 3 43 5606 3 0 3 44 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 02/27/19 Page 8 of 8 FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) configurations. The D-Series Size 0 has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted to metal- core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The DSX0 LED area luminaire has a number of control options. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on-board photocells feature field-adjustable programing and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX0 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to-use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 0 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 0 utilizes the AERISTM series pole drilling pattern (template #8). Optional terminal block and NEMA photocontrol receptacle are also available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40°C minimum ambient. U.S. Patent No. D672,492 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/resources/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system-level interoperability. • All configurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability1 • This luminaire is part of an A+ Certified solution for ROAM® or XPoint™ Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background1 To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DTL DLL OLWX1 LED Series Performance Package Color Temperature Voltage Controls Finish OLWX1 LED 13W 13 watts 20W 20 watts 40W 40 watts 40K 4000 K 1 50K 5000 K (blank)MVOLT 2 120 120V 3 347 347V (blank)None PE 120V button photocell 1,3 (blank)Dark bronze OLWX1 LED LED Wall Luminaire Ordering Information EXAMPLE: OLWX1 LED 20W 50K NOTES 1 Not available with 347V option. 2 MVOLT driver operates on any line voltage from 120-277V (50/60Hz). 3 Specify 120V when ordering with photocell (PE option). Catalog Number Notes Type One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2014-2018 Acuity Brands Lighting, Inc. All rights reserved. Hit the Tab key or mouse over the page to see all interactive elements. Introduction The OLWX1 is versatile and energy efficient. It is designed to replace up to 250W metal halide while saving over 87% in energy costs. Whether you are mounting it to a recessed junction box, conduit/ through wiring, as an up light, as a down light, or as a flood light – the OLWX1 has all applications covered. Width:7-1/2” (19 cm) Height:8” (20.3 cm) Depth:3” (7.62 cm) Weight: 5 lbs (2.27kg) Specifications FEATURES & SPECIFICATIONS INTENDED USE The versatility of the OLWX1 LED combines a sleek, low-profile wall pack design with energy efficient, low maintenance LEDs for replacing up to 250W metal halide fixtures. Mounting accessories are available to convert the OLWX1 LED into an energy efficient flood light. OLWX1 LED is ideal for outdoor applications such as building perimeters, loading areas, driveways and sign and building flood lighting. CONSTRUCTION Cast-aluminum housing with textured dark bronze polyester powder paint for durability. Integral heat sinks optimize thermal management through conductive and convective cooling. LEDs are protected behind a glass lens. Housing is sealed against moisture and environmental contaminants (IP65 rated). See Lighting Facts label and photometry reports for details. ELECTRICAL Light engine consists of 1 high-efficiency Chip On Board (COB) LED with integrated circuit board mounted directly to the housing to maximize heat dissipation and promote long life (L73/100,000 hours at 25°C). Electronic drivers have a power factor >90% and THD <20% and a minimum 2.5kV surge rating. Flood light mounting accessories include an additional 6kV surge protection device. LEDs are available in 4000K and 5000K CCTs. INSTALLATION Easily mounts to recessed junction boxes with the included wall mount bracket, or for surface mounting and conduit entry - with the included junction box with five 1/2” threaded conduit entry hubs. Flood light mounting accessories (sold separately) include knuckle, integral slipfitter and yoke mounting options. Each flood mount accessory comes with a top visor and vandal guard. Luminaire may be wall or ground mounted in downward or upward orientation. LISTINGS UL Listed to U.S. and Canadian safety standards for wet locations. Rated for -40° C minimum ambient. Tested in accordance with IESNA LM-79 and LM-80 standards. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org to confirm which versions are qualified. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. Specifications subject to change without notice. 8 7-1/2 4-3/8 4-5/8 3 Accessories Ordered and shipped separately. OLWX1TS Slipfitter – size 1 OLWX1YK Yoke – size 1 OLWX1THK Knuckle – size 1 3 2.974.41 4.63 Flush or backbox mount Accessories Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Fixture Model Number CCT System Watts Lumens LPW B U G CRI OLWX1 LED 13W 40K 4000 K 14 W 1,271 91 1 0 0 >70 OLWX1 LED 13W 50K 5000 K 14 W 1,289 92 1 0 0 >80 OLWX1 LED 20W 40K 4000 K 20 W 2,697 135 1 0 0 >70 OLWX1 LED 20W 50K 5000 K 19 W 2,663 140 1 0 0 >70 OLWX1 LED 40W 40K 4000 K 39 W 4,027 101 2 0 0 >70 OLWX1 LED 40W 50K 5000 K 37 W 4,079 110 2 0 0 >70 Performance Data One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2014-2018 Acuity Brands Lighting, Inc. All rights reserved. Lumen Output Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers 0°C 10°C 20°C 25°C 30°C 40°C 13W 1.06 1.03 1.01 1.00 0.99 0.96 20W 1.06 1.04 1.01 1.00 0.99 0.96 40W 1.07 1.04 1.01 1.00 0.99 0.96 Projected LED Lumen Maintenance Data references the extrapolated performance projections in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 0 25,000 50,000 100,000 OLWX1 LED 13W 1.00 0.92 0.85 0.73 OLWX1 LED 20W 1.00 0.92 0.85 0.73 OLWX1 LED 40W 1.00 0.94 0.88 0.79 To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting OLWX1 LED homepage. Tested in accordance with IESNA LM-79 and LM-80 standards Photometric Diagrams Test No. LTL22697 tested in accordance with IESNA LM-79-08. LEGEND 0.2 fc 0.5 fc 1.0 fc 2.0 fc OLWX1 LED 13W 40K, Mounting height = 10’OLWX1 LED 20W 40K, Mounting height = 12’OLWX1 LED 40W 40K, Mounting height = 15’ Test No. LTL22696 tested in accordance with IESNA LM-79-08.Test No. LTL22695 tested in accordance with IESNA LM-79-08. Input current at given input voltage (amps) Fixture Model Number Rated Power (watts)120V 208V 240V 277V 347V OLWX1 LED 13W 40K 14 W 0.12 0.07 0.06 0.06 0.04 OLWX1 LED 13W 50K 14 W 0.12 0.07 0.06 0.06 0.04 OLWX1 LED 20W 40K 20 W 0.20 0.12 0.10 0.09 0.06 OLWX1 LED 20W 50K 19 W 0.20 0.12 0.10 0.09 0.06 OLWX1 LED 40W 40K 39 W 0.37 0.21 0.19 0.16 0.11 OLWX1 LED 40W 50K 37 W 0.37 0.21 0.19 0.16 0.11 Electrical Load OLWX1 LED Rev. 02/22/18 OLWX1TS Slipfitter – size 1 OLWX1YK Yoke – size 1 OLWX1THK Knuckle – size 1 OLWX1THK Knuckle – size 1 Top Visor and Vandal Guard included with accessories Standard size tenon is 2 1/8”. The slip fitter has a range of 2” to 2 3/8”. Lighting Facts Labels One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2014-2018 Acuity Brands Lighting, Inc. All rights reserved. OLWX1 LED Rev. 02/22/18 OLWX1 LED 13W 40K XXX XX XXX OLWX1 LED 13W 50K XXX XX XXX OLWX1 LED 20W 40K XXX XX XXX OLWX1 LED 20W 50K XXX XX XXX OLWX1 LED 40W 40K XXX XX XXX OLWX1 LED 40W 50K XXX XX XXX techlighting.com 700OWVEX CRI/CCT LENGTH FINISH INPUT VOLTAGE 927 90 CRI, 2700K 930 90 CRI, 3000K 940 90 CRI, 4000K 4 4"H CHARCOAL Z BRONZE W WHITE B BLACK UNV UNV 120V-277V SHIPS WITH OPTIONAL ACRYLIC COVER FOR PROTECTION AGAINST OUTDOOR DEBRIS. DELIVERED LUMENS 554 WATTS 18.7 VOLTAGE Universal 120V - 277V DIMMING 0-10V, ELV, TRAC, CL LIGHT DISTRIBUTION Symmetric or Asymmetric depending on barn doors position MOUNTING OPTIONS Wall OPTICS Adjustable beam spread CCT 2700K, 3000K or 4000K CRI 90+ COLOR BINNING 3-Step BUG RATING B0-U3-G0 DARK SKY Non-Compliant WET LISTED IP65 GENERAL LISTING ETL, ADA CALIFORNIA TITLE 24 Can be used to comply with CEC 2016 Title 24 Part 6 for outdoor use. Registration with CEC Appliance Database not required. START TEMP -30ºC FIELD SERVICEABLE LED Yes CONSTRUCTION Aluminum HARDWARE Stainless Steel FINISH Marine Grade Powder Coat LED LIFETIME L70; 35,000 Hours WARRANTY*5 years WEIGHT 2.4 lbs. * Visit techlighting.com for specific warranty limitations and details. Ships with optional acrylic cover for protection against outdoor debris. VEX WALL SCONCE With its unassuming minimalist profile, The Vex outdoor LED wall sconce features up and down lighting and delivers a wide range of optical control and illumination options in a unique and deceptively simple design. Independent, up and down beam angels from 10° - 120° are achieved with simple tool-free adjustment. Beams can be set symmetric or asymmetric in both directions and are lockable. Angle markers ensure consistent and precise aiming and adjustment from fixture to fixture. Vex is ideal for indoor or outdoor accent lighting, ambient and/or way-finding applications where beam angle is critical and/or being used to add dramatic effects. ORDERING INFORMATION Key features • Tool-free, independent, up/down beam angle adjustment 10° - 120° • Asymmetric or Symmetric Beam Shaping • Lockable • Angle markers for consistent and precise aiming SPECIFICATIONS VEX shown in black VEX shown in charcoal VEX shown in bronze VEX shown in white 7400 Linder Avenue, Skokie, Illinois 60077 T 847.410.4400 F 847.410.4500 FIXTURE TYPE & QUANTITY PROJECT INFO JOB NAME & INFO NOTES © 2017 Tech Lighting, L.L.C. All rights reserved. The “Tech Lighting” graphic is a registered trademark of Tech Lighting, L.L.C. Tech Lighting reserves the right to change specifications for product improvements without notification. techlighting.com 2.3" 58 mm4.6" 117 mm 4.6" 117 mm 3.9" 99 mm 180˚170˚160˚150˚140˚ 130˚ 120˚ 110˚ 100˚ 90˚ 80˚ 70˚ 60˚ 50˚ 40˚30˚20˚10˚0˚ 200 240 160 120 80 40 0 40 80 120 160 200 240 VEX WALL SCONCE Vex PHOTOMETRICS**For latest photometrics, please visit www. techlighting.com/OUTDOOR VEX Total Lumen Output: 554 Total Power: 18.7 Luminaire Efficacy: 29.6 Color Temp: 3000K CRI: 90+ BUG Rating: B0-U3-G0