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2018-09-20MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, SEPTEMBER 20, 2018, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 I. CALL TO ORDER — Chairperson. The September 20, 2018, Technical Review Committee (TRC) meeting was called to order at 10:00 a.m. by Chairperson Montes De Oca. II. STAFF ATTENDANCE — Secretary. Voting Members: City Administrator Marcos Montes De Oca — Present Building Official Jeffery Newell — Present Fire Chief Herb Smith — Present Police Chief Robert Peterson — Absent (Major Hagan in attendance) Public Works Director David Allen — Present Non -Voting Ex -Officio Members: City Attorney John R. Cook — Present City Planning Consultant Bill Brisson — Present City Civil Engineering Consultant — Attendance not requested County Environmental Health Director Victor Faconti — Absent OUA Executive Director John Hayford —Present (entered Chambers at 10:10 a.m.) School District Representative — Absent Committee Secretary Patty Burnette — Present (Ms. Dunham, General Services Secretary, in attendance as well) III. AGENDA — Chairperson. Chairperson Montes De Oca asked whether there were any requests for the addition, deferral or withdrawal of items on today's Agenda. Under New Business, Item "B" to be heard first as the Applicants for Item "A" will be arriving about 20 minutes late. IV. MINUTES — Secretary. Public Works Director Allen moved to dispense with the reading and approve the Minutes for the regular meeting held August 16, 2018; seconded by Police Major Hagan. Motion carried unanimously. V. NEW BUSINESS — Chairperson. B. Site Plan Review Application No. 18 -004 -TRC, in regards to the redevelopment of approximately 1.44 acres as a proposed unmanned, electronically accessed, 24-hour storage facility located on the east side of Northwest 2nd Avenue between Northwest 7th and 8th Streets, Okeechobee, FL, Lots 11 through 20 of Block 58, OKEECHOBEE as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, [and recorded in Plat Book 5, Page 5, Public Records of Okeechobee County] - Senior Planner. Planning Staff Report: Planner Brisson explained the proposed project involves the removal of all improvements on the site excluding the telecommunications tower on the leased portion. Five new single -story, clear span buildings will be constructed in a symmetrical design. Storage bay doors are TRC - September 20, 2018 - Page 1 of 6 V. NEW BUSINESS CONTINUED. B. Site Plan Review Application No. 18 -004 -TRC continued. Planning Staff Report continued: located along the front, back and sides of each building and all doors open directly to the outside. No storage of any kind will be permitted outside the buildings. The rental and administrative functions will be in an off-site office; as such there will be no on-site employees. The site is and will continue to be provided potable water by Okeechobee Utility Authority (OUA). Since this is an unmanned site with no restrooms, water fountains or spigots, there should be no demand for potable water or wastewater treatment other than in the event of fire. A dumpster area is indicated in the drive aisle just outside of the southeast corner of the telecommunications tower site. Drainage, water quality, and water quantity are being handled through the permitting requirements of the South Florida Water Management District. The Applicant has submitted an estimate of traffic generation for the facility based on the 6th Edition of the Institute of Traffic Engineer's (ITE) Trip Generation Report, factor code 151 mini warehousing. His conclusion is the proposed facility will generate about 40 trips per day with four during the PM peak hour. The Planner looked at the ITE 9th edition and agreed with the Applicant's conclusion. Such traffic levels are not expected to adversely affect traffic flow into or out of the facility or on local roads. Access to the site is 24 hours a day seven days a week to and from Northwest 2nd Avenue by two, 28 -foot wide, asphalt driveways through electronically activated gates. Interior circulation is provided throughout the site by a series of 30 -foot wide drives comprised of permeable paving. A loading zone has been indicated in the drive aisle on the North side of the telecommunications tower site. The dimensional standards review appears to meet the requirements with the exception of the landscape buffer areas. The City's Land Development Regulations (LDR's) include no exemption to the minimum landscaping requirement for industrial uses; however, there is a section that provides the opportunity to demonstrate that the requirements can more effectively be met by an alternative plan. All three street frontages require the 10 -foot landscape buffer. The one interior lot line requires the two -foot landscaped buffer. The Applicant's site plan has provided no trees along the Northwest 7th and 8th Street frontages. Rather, three trees will be located between the leased telecommunications site and the location of storage building 3, which is directly to the West, with all of the remaining trees to be planted along the Northwest 2nd Avenue frontage. Trees are required along all roadway frontages not just the roadway providing access to the property. At a minimum, three more trees are required. It appears from aerial photography of adjacent developed properties that no sidewalks have been required in this area, and a photometric lighting plan has been provided. In conclusion, Mr. Brisson is recommending approval of the site plan, as submitted, with the following stipulation: the Applicant provides the required landscaping along all street frontages and interior property lines; or, the TRC determines that the Applicant's alternative landscape plan will be more effective than strict application of the landscape requirements. In any event, the Applicant should provide at least three more trees. County Environmental Health Department: No issues were received. OUA: Director Hayford commented no sewer involved and water meter involved after construction for fire. Public Works: Director Allen commented a water quality structure was needed on the southwest corner of Northwest 7th Street and 2nd Avenue. TRC - September 20, 2018 - Page 2 of 6 V. NEW BUSINESS CONTINUED. B. Site Plan Review Application No. 18 -004 -TRC continued. Police Department: Major Hagan requested their department would need access to the gate for security purposes. Building Official: Building Official Newell inquired about whether an irrigation system would be installed. Fire Department: Chief Smith requested the loading zone area to be relocated to another area so that 20 feet of the drive aisles on both sides of the leased telecommunications site could be marked as fire lanes. Either a knoxbox would need to be installed on the gates for access or the Applicant would need to provide the electronic code if using a key pad. He did offer that the hydrant and water supply seemed adequate and asked whether hazardous waste was being stored there. Mr. Steven Dobbs, Consultant, was present and available for questions along with the Property Owner and Applicant, Mr. William Freeman. Responding to staff's questions, no hazardous waste will be stored at the site, the Applicant will be installing an electronic keypad on the gate and will provide the key code and irrigation is being provided and the water source will be a well. Regarding the landscaping, given the Applicant has provided an excess amount of shrubs the Board was in agreement that the Applicant did not need to provide three additional trees along the east interior property line. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. There were none. Chairperson Montes De Oca then asked TRC Members to disclose for the record whether they had spoken to anyone regarding the Application or visited the site. Chairperson Montes De Oca disclosed he had conversations with both Mr. Dobbs and Mr. Freeman. Building Official Newell also disclosed he met with Mr. Freeman to discuss the construction plans. There were no other disclosures. A motion and a second was offered by Fire Chief Smith and Public Works Director Allen to approve to Site Plan Review Application No. 18 -004 -TRC, in regards to the redevelopment of approximately 1.44 acres as a proposed unmanned, electronically accessed, 24-hour storage facility located on the east side of Northwest 2nd Avenue between Northwest 7th and 8th Streets, Okeechobee, FL, Lots 11 through 20 of Block 58, OKEECHOBEE as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, [and recorded in Plat Book 5, Page 5, Public Records of Okeechobee County], with the following conditions: 1. Remove the loading zone. 2. Mark 20 feet of the drive aisles on both sides of the leased telecommunications site as fire lanes. 3. Regarding the alternative landscaping plan, the three trees needed along the east interior property line can be met with the excess amount of shrubs already provided. 4. Either a knoxbox would need to be installed on the gates for access or the Applicant would need to provide the electronic code if using a key pad. 5. Install a water quality structure on the southwest corner of Northwest 7th Street and 2nd Avenue. Motion carried unanimously. TRC - September 20, 2018 - Page 3 of 6 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -002 -TRC, second review, in regards to the construction of a proposed 1,412 square foot fast food restaurant with drive-through service including 500 square feet of outdoor dining space located at 100 Southeast 8th Avenue, Okeechobee, FL, Lots 1 through 3 TAYLOR CREEK MANOR as recorded in Plat Book 3, Page 4, Public Records of Okeechobee County - Senior Planner. Planning Staff Report: Planner Brisson explained at the TRC July 19, 2018, meeting, the Applicant's original site plan was denied but authorized to resubmit a revised site plan to address the 11 conditions set. However, the revised site plan submitted has not addressed all of those conditions. 1. The interior circulation system is modified such that the hazard to pedestrian safety crossing the parking lot is significantly reduced. The internal circulation system has not been modified in any way to reduce the recognized hazards to pedestrian safety. 2. Closing time is limited to not later than Midnight. Nothing in the resubmittal indicates that the closing time has been changed as stipulated. 3. Limit deliveries by semis or other large trucks that must enter the site in a contra -flow direction and/or block ingress, egress, parking or interior circulation, to nonbusiness hours after 6 a.m. Nothing in the resubmittal indicates that deliveries will be limited to other than "off business hours" as was stted in the original submission. 4. A new solid fence is constructed along the southern property line with the proposed trees and shrubs (hedge) planted to the north within the five-foot landscape buffer as presently proposed. The resubmittal includes no reference to a new fence along the southern property. 5. The dumpster enclosure is moved eastward three feet to meet the required 10 -foot minimum setback, otherwise approval of a Variance would be necessary. The new submittal shows that the dumpster enclosure has been relocated to be consistent with the minimum 10 -foot setback. 6. Solid waste collection is conducted only between 6 a.m. and 8 a.m. While the Applicant has not mentioned this limitation in the resubmittal, my earlier discussions with Waste Management indicated that this is the timeframe within which they would be serving the Checker's site. 7. Provide sidewalk (to City standards) along the west side of Southeast Avenue from State Road 70 to the driveway at the south end of the property. The resubmittal does not include provision of the required sidewalk, but when verbally informed that this was a crucial component, the Applicant's representative indicated that the sidewalk would be provided. 8. Provide a two -foot landscape strip between the restaurant structure and all vehicular use areas (Note: due to the nature of the drive-through service, this is likely impractical. If so, approval of a Variance is necessary). The Applicant has provided landscaping strips between the building and the vehicular use area in at least a couple of areas. 9. Submit lighting plan for the entire site. The Applicant has provided a lighting plan for the site. 10. Should it be possible, try to preserve the larger existing trees on site. There is no indication that the Applicant has tried to do anything in this regard or explained why not. 11. Submit off-site water and wastewater plans prior to construction. Not applicable at this stage. County Environmental Health Department: Chairperson Montes De Oca read into the record written comments received from Director Faconti. The Checkers project indicates that septic will be used for sewage disposal. At this point with what was submitted, I cannot determine if a septic system could be permitted. I am not sure there is enough room on that parcel for a septic system. OUA: Director Hayford commented other than his previous comments at the July 19, 2018, meeting he has no additional comments to add other than to note no one from Checkers has contacted them and there is some confusion as their plans show septic but they have discussed sewer connections. TRC - September 20, 2018 - Page 4 of 6 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -002 -TRC continued. Public Works: No additional comments other than his previous comments at the July 19, 2018, meeting. Police Department: No additional comments other than his previous comments at the July 19, 2018, meeting. Building Official: No additional comments other than his previous comments at the July 19, 2018, meeting. Fire Department: In addition to his previous comments at the July 19, 2018, meeting, he would like to request OUA to do a flow test on the hydrant. Chairperson Montes De Oca commented for the record both the Applicant's and the City's Traffic Engineers determined full access via Southeast 8th Avenue to the site is appropriate given Florida Department of Transportation's (FDOT's) denial of access to State Road 70. He still had some concerns though with pedestrian traffic and safety on site due to the double looping and requested crosswalk stripping and some sort of traffic separation curbing. Also indicate there is a walk up window with signage. Mr. Chad Riddle and Mr. Adam Schildmeier with the Wantman Group, Inc were present for the Applicant and responded to the 11 conditions. With FDOT denying their request for access from State Road 70 East, and having their signage face the residential area to the south if they rotate the building, they suggested there is no solution to modifying the interior circulation other than what was already presented. They did not agree that their closing time should be limited as the McDonalds Restaurant is opened 24 -hours and a significant amount of their business occurs after this time. Garbage pickup will be off -hours, a solid fence will be constructed, dumpster enclosure has been relocated, solid waste collection will be during off -hours, a sidewalk, landscape, and a lighting plan will be provided. Regarding preserving larger existing trees on-site, they will do their best but given that the site is small this may be difficult. They will be contacting OUA and submitting water and wastewater plans prior to construction. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. There were none. Chairperson Montes De Oca then asked TRC Members to disclose for the record whether they had spoken to anyone regarding the Application or visited the site. Chairperson Montes De Oca disclosed he had numerous conversations with Mr. Schildmeier. There were no other disclosures. Building Official Newell is opposed to the project as he had commented at the previous TRC meeting on July 19, 2018, that he had concerns with the double looping of the drive-through 'and he felt the entire site plan needed to be re-examined. He feels the revised site plan being submitted has not addressed his concerns and as such he cannot support the project. A motion and a second was offered by Major Hagan and Public Works Director Allen to approve to Site Plan Review Application No. 18 -002 -TRC, second review, in regards to the construction of a proposed 1,412 -square foot fast food restaurant with drive-through service including 500 -square feet of outdoor dining space located at 100 Southeast 8th Avenue, TRC - September 20, 2018 - Page 5 of 6 Okeechobee, FL, Lots 1 through 3 TAYLOR CREEK MANOR as recorded in Plat Book 3, Page 4, Public Records of Okeechobee County, with the following conditions: 1. Requiring a curb or median from the Northwest corner of the drive thru to the Southwest of the drive thru to separate traffic with signage and applicable cross walk stripping. 2. Request OUA to do flow test. 3. Contact and coordinate with OUA in regards to the water and wastewater. 4. Loading times must be during non business hours. 5. Submit copy of off-site improvements prior to construction. Motion carried with Building Official Newell opposing. VI. ADJOURNMENT— Chairperson. There being no further items on the Agenda, Chairperson Montes De Oca adjourned the Technical Review Committee meeting at 10:41 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos,Montes De Oca, Chairperson • ATTEST: Patty M. Burnette, Secretary Ratti 4- &mutt TRC - September 20, 2018 - Page 6 of 6 I. CALL TO ORDER — Chairperson. MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, AUGUST 16, 2018, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 The,August 16, 2018, Technical Review Committee (TRC) meeting was called to order at 10:14 a.m. by Chairperson Montes De Oca. II. STAFF ATTENDANCE — Secretary. Voting Members: City Administrator Marcos Montes De Oca — Present Building Official Jeffery Newell — Present Fire Chief Herb Smith — Present • Police Chief Robert Peterson — Absent (Major Hagan in attendance) Public Works Director David Allen — Present Non -Voting Ex -Officio Members: City Attorney John R. Cook — Absent City Planning Consultant Bill Brisson — Present City Civil Engineering Consultant — Attendance not requested County Environmental Health Director Victor Faconti — Absent OUA Executive Director John Hayford —Present School District Representative — Absent Committee Secretary Patty Burnette — Present III. AGENDA — Chairperson. Chairperson Montes De Oca asked whether there were any requests for the addition, deferral or withdrawal of items on today's Agenda. There being none the Agenda stands as published. IV. MINUTES — Secretary. Building Official Newell moved to dispense with the reading and approve the Minutes for the regular meeting held July 19, 2018; seconded by Fire Chief Smith. Motion carried unanimously. V. NEW BUSINESS — Chairperson. A. Site Plan Review Application No. 18 -003 -TRC, in regards to the development of a proposed storage yard facility and future construction of a 10,000 square foot building located at Northeast 9th Avenue and 12th Street, Lots 10 and 11 of the CITY OF OKEECHOBEE COMMERCE CENTER, as recorded in Plat Book 7, Pages 10 through 14, Public Records of Okeechobee County - Senior Planner. Planning Staff Report: Planner Brisson explained the proposed project involves the development of a 6.1 acre site as a storage yard facility to store building tunnel forms. It will include a 5,081 square foot steel shell type building containing a 600 square foot office and an asphalt parking area for seven parking spaces and a non -asphalt outdoor storage area. Operation of the site will be limited to no more than two employees working 7 a.m. to 4 p.m. TRC - August 16, 2018 - Page 1 of 4 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -003 -TRC continued. Planning Staff Report continued: The site is and will continue to be provided potable water by Okeechobee Utility Authority (OUA). The potential increase from the project is insignificant and will have no effect upon the available capacities that can be provided by the OUA. The County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs. Drainage, water quality, and water quantity are being handled through the permitting requirements of the South Florida Water Management District. No traffic generation information has been provided by the Applicant. However, using information from the 8th Edition of the Institute of Traffic Engineer's Trip Generation Report, warehousing, which would appear to be the closest use category to the proposed storage yard, would generate between about 1.2 and 1.6 trips in the PM peak hour based on the two employees and 5,081; square feet. Such traffic levels are not expected to adversely affect traffic flow into or out of the Commerce Center or the proposed site. Access to the proposed steel building, associated parking and dumpster area is provided by a 40 -foot wide driveway off Northeast 9th Avenue. The outside storage area occupies the balance of the parcel. The site is entirely enclosed by 8 -foot chain link fencing. The yard is surfaced with millings with shell or crushed concrete with a stabilized subbase. Two gated, 30 -foot wide driveways will be provided in the future providing access from Northeast 9th Avenue in the southwest and southeast corners of the site. Interior circulation is unburdened throughout the site. The dumpster pad is situated outside the northeastern part of the proposed building and separated from the balance of the storage yard by a 6 -foot high chain link fence. The dimensional standards review appears to meet the requirements with the exception of providing a location for the loading zone. As a modification to this requirement, an explanation was offered that basically the entire yard is the loading zone for this type of use and to designate one area would not make sense. The site is to be operated by two employees in a building that will be an open shed. As such, a parking study is not necessary for this project. The landscape plan showed only perimeter landscaping treatment along road frontages as it appeared the Applicant mistakenly used the landscaping requirements of Okeechobee County instead of the City of Okeechobee. The plan shows only 28 trees and 144 shrubs when 89 trees and 266 shrubs are required. The City's Land Development Regulations (LDR's) include no exemption to the minimum landscaping requirement for industrial uses; however, there is a section that provides the opportunity to demonstrate that the requirements can more effectively be met by an alternative plan. Vehicular use areas include all parking spaces, back -out areas and access driveways. These areas occupy 2,728 square feet therefore, 108 square feet of interior and perimeter landscaping is required and none is shown. Two trees are required and a two -foot landscape strip is needed between the parking area and the building. Lastly with landscaping, the plan shows no trees or shrubs along interior property lines. It appears from adjacent developed properties within the Commerce Center that no sidewalks have been required along adjacent streets and with just six or perhaps fewer parking spaces, a photometric lighting plan would not be necessary. , In conclusion, Mr. Brisson is recommending approval of the site plan, as submitted, with the following stipulations: the TRC accepts the Applicant's explanation as to why no loading zone is necessary; the Applicant provides the minimum landscaping requirement of 89 trees and 266 shrubs; or the TRC determines that the storage yard use occupying the vast majority of the site does not warrant so many trees and shrubs; the Applicant provides the required 108 square feet of perimeter and interior landscaping for the parking lot; a two -foot landscape strip is provided between the TRC - August 16, 2018 - Page 2 of 4 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -003 -TRC continued. parking area and the building; and at least 8 trees and 25 bushes are provided along the interior property lines of the property. County Environmental Health Department: No issues were received. OUA: Director Hayford commented the OUA has inquired to the Applicant about whether the driveway on Northeast 12th Street could be moved to the west and about the water service connection. Public Works: No issues were received. Police Department: No issues were received. Building Official: Building Official Newell first commented he was in support of the project. He then inquired as to whether the Applicant had a copy of the Declaration of Protective Covenants for the Okeechobee Commerce Center as it is stated each plot shall provide not Tess than twenty percent (20%) of its area in landscaped open space. This differed from the City's LDR's of fifteen percent (15%). He wanted to make sure the alternative landscaping plan would be compliant with these Covenants. Fire Department: Chief Smith inquired as to the type of storage, whether there would be storage inside the steel building and whether there would be any manufacturing and storage of hazardous materials. Mr. John GoodFellow, Agent for the Property Owner, LD Properties, LLC, was present and commented they would be storing steel tunnel forms for residential construction. The forms are fabricated and reused and there would be no storage of hazardous materials. The tallest form would be around nine foot and there would be an eight foot high fence around the entire perimeter. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. There were none. Chairperson Montes De Oca then asked TRC Members to disclose for the record whether they had spoken to anyone regarding the Application or visited the site. Chairperson Montes De Oca disclosed he had several meetings and phone conversations with Mr. Orlando Rubio, PE with Craig A. Smith & Associates. These discussions regarded the City's South Florida Water Management District permit in the Industrial Park. There were no other disclosures. A motion and a second was offered by Fire Chief Smith and Public Works Director Allen to • approve to Site Plan Review Application No. 18.003 -TRC, in regards to the development of a proposed storage yard facility and future construction of a 10,000 square foot building located at Northeast 9th Avenue and 12th Street, Lots 10 and 11 of the CITY OF OKEECHOBEE COMMERCE CENTER, as recorded in Plat Book 7, Pages 10 through 14, Public Records of Okeechobee County, with the following condition: 1. Submit alternate landscaping plan to address landscaping along the North as long as the City found that legally sufficient to meet the City LDR's and the Declaration of Covenants of the Okeechobee Commerce Center. Motion carried unanimously. TRC - August 16, 2018 - Page 3 of 4 VI. ADJOURNMENT— Chairperson. There being no further items on the Agenda, Chairperson Montes De Oca adjourned the Technical Review Committee meeting at 10:42 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. ATTEST: Marcos Montes De Oca, Chairperson Patty M. Burnette, Secretary TRC -August 16,2018- Page 4 of 4 CITY OF OKEECHOBEE SEPTEMBER 20, 2018 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: September 20, 2018 Technical Review Committee Meeting, 10:00 a.m. II. STAFF ATTENDANCE - Secretary Administrator Montes De Oca Building Official Newell Chief Peterson Chief Smith Engineer Public Works Director Allen Non -Voting Ex -Officio Members: Attorney Cook Environmental Health Director Faconti OUA Executive Director Hayford Senior Planner Brisson School Representative Secretary Burnette jaewie 3ityliyaL III. AGENDA — Chairperson.ertdn Present Absent A. Requests for the addition, deferral or withdrawal of items on today's agenda. IV. MINUTES - Secretary. :rave r8 -hj hCan, r5 (; pu Coq tth ekg A. Motion to dispense with the reading and approve the Minutes for the regular meeting of August 16, 2018. -Ai I01 moved to dispense with the reading and approve the Minutes for the regular meeting of August 16, 2018; seconded by 4I VOTE YEA NAY ABSTAIN v Allen Montes De Oca Newell Position vacant at this time Peterson Smith r APPROVED DENIED Q00 2. (0 4_______ t/ A. Requests for the addition, deferral or withdrawal of items on today's agenda. IV. MINUTES - Secretary. :rave r8 -hj hCan, r5 (; pu Coq tth ekg A. Motion to dispense with the reading and approve the Minutes for the regular meeting of August 16, 2018. -Ai I01 moved to dispense with the reading and approve the Minutes for the regular meeting of August 16, 2018; seconded by 4I VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith r APPROVED DENIED V. NEW BUSINESS - Chairperson. A. Site Plan Review Application No. 18 -002 -TRC, second review, in regards to the construction of a proposed 1,412 square foot fast food restaurant with drive-through service including 500 square feet of outdoor dining space located at 100 Southeast 8th Avenue, Okeechobee, FL, Lots 1 through 3 TAYLOR CREEK MANOR as recorded in Plat Book 0e("40v3, Page 4, Public Records of Okeechobee County - Senior Planner. 1. Review Planning Staff Report. p9 mzmo r�,nat.uvI pl & q/1118 1Q.2 IrnkIo.n 5L o c was pavrdr�. on nlzc) site P 2 CI-00PM roc() (noiJ ®p Q+ 1G 4.sanbaa a -Irl 11.3 Cloj ?}It p9 rap OW tit eu 02) Jairo --r,ac1 0 U� tcnrvo419d114' • ware uit0 7 ^a 1p P9 ° N S)u7wWQ) J pm -4u 010 -i j d iron 1 fl-. S -�� Pict ''�4'? J' 9d k 0.14talp U � � �' a5 ()Li b Aros �'4i i rvwaJ 5-f1/aWWO0 4170 MT Jana,N •s}uewwoo/T!3 'Z OQnit •penu!}uoo Oa -ZOO -86 •oN uo!Ieo!!ddy nna!naei ue!d al!S •V .penin}uoo - SS3NISf18 M3N 'A V. NEW BUSINESS - continued. A. Site Plan Review Application No. 18 -002 -TRC continued. 4 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 18 -002 -TRC continued. 3. Hear from Property Owner or Designee/Agent — Ms. Lindsay Libes, Agent for NYLV Investors of Property Owner, Carl L. Windham, Jr. LLC, on behalf �'��d (cid le �� I M 35 Vls-%.. � l g 4\cia,n,� _seiii Ia /neicr tJQ,i n 4l Group, InC_ (D Witt\ ROW can -f rorcttt 19td and res,cl of ca -I area_ 0 Ca McD1v1cttel3 o�C�> Ic 0-4 krs cxc platy o,(F- Inns 0 Sokd ce be_ inch C o n s bru C -k4_____ ICS "enCto u.re re(0Pated Df4-hv 3 s Ao toap.._ C... kitas,„,,, p if?) rJt- -Gt Ctias pv Vt m tgh+ be ho-r-cf fo Cts '4-4.,t s 1 ca.L-k�-e, Si tk is coin t . r�I W tut t } rc etc) f !po st ,Le_ , �c-it no c(e p to c a -1e, W,VQ i. Lh2 S t,�--lvtiwi- t'r' I, 1 or `ft) O'brtc nc.cfio=n - tioajt n1 D v '1•12 -c <. of P pyvvq, 1 be Fv ie corp - h (Ax E. SIgC, t�)t�t l�lC� �LICQ V. NEW BUSINESS - continued. A. Site Plan Review Application No. 18 -002 -TRC continued. 4. Public comments or questions from those in attendance, or submitted to the Committee Secretary. 6 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 18 -003 -TRC continued. 5. Disclosure of Ex -Parte Communications by the Committee. A _ sch,Ldrneier Lc,�t/r'mvl 6rr�u p� tilt_ Ado/I00 Kul bra I c U YI C,C v- S 4o `�' - i e a 0 r� n� L,t Pfx-0-1 C, - 1>r. 1 C 'S Su-sotri D' &L Qc Nees›VtQ Su afk -p p''o piLi =c, 91 i/ j 07'S atilt -of) o CCCez +0 SR /0 6. a) Consider a motion to approve or deny the Application with/without contingencies. Motion and a second offered by k'(!�`'` ` and /11: - to approve/deny Site Plan Review Application No. 18 -002 -TRC, second review, in regards to the construction of a proposed 1,412 square foot fast food restaurant with drive-through service including 500 square feet of outdoor dining space located at 100 Southeast 8th Avenue, Okeechobee, FL, Lots 1 through 3 TAYLOR CREEK MANOR as recorded in Plat Book 3, Page 4, Public Records of Okeechobee County, with the following contingencies: ['o rv►c r irr --ReauL r� nq &CAA /b U ✓ mai-taxi -�l..v'��-v^r� �4..{�,� N � ct,�-u-,(�.- t`do vte _ l.{rvi + o �l h 31A/ o -+\L. d. n v e- ! 1�0 $ep D '-f-v a441 519f9X-- an4 c NI rai Le ('vKSho,fo�1a.1►L • ( - tjequest -noto out �n fiLidt 3 " Loac (t lf 64i D L_s k )mprvv-0 razfas � �(Gua g�f�Vait�►� (-S ° te- rl 04-f- krs • 7 p rir r Cavi s e h vt. • V. NEW BUSINESS - continued. A. Site Plan Review Application No. 18 -002 -TRC continued. b) Discussion. c) Vote on motion. VOTE YEA NAY ABSTAIN ABSENT Allen v Montes De Oca v.--- �Newell Newell -Peterson— f{cttq cu\ Smith __ V-A PROVE- DENIED B. Site Plan Review Application No. 18 -004 -TRC, in regards to the redevelopment of approximately 1.44 acres as a proposed unmanned, electronically accessed, 24-hour storage facility located on the east side of Northwest 2nd Avenue between Northwest 7th and 8th Streets, Okeechobee, FL, Lots 11 through 20 of Block 58, OKEECHOBEE as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, [as recorded in Plat Book 5, Page 5, Public Records of Okeechobee County] - Senior Planner. 1. Review Planning Staff Report. Par ) icovscte„ar afrav14--of lora Vietpri) no -frees ILI ]aeK5 OW /441 LJ 2" ,) -lion $rttS sun P r0VtC(k. uts ccr eon) (P co � iih1 Si-ipuda 60 8 b of 5{aer VeFor+ V. NEW BUSINESS - continued. B. Site Plan Review Application No. 18 -004 -TRC continued. 9 V. NEW BUSINESS - continued. B. Site Plan Review Application No. 18 -004 -TRC continued. 2. City Staff comments. urefor- no chjeeho� 00 - no+ present J.e - f pq (-Ft — 1'(-er10- Load-C/1 cj area_ V Yte?% )f Y4r /14R -fl re Cor1S 2cch un no obJcet-iGrh a reek_ '-e4- a scGLe re CU,ren104 *-acCess : move l e e°ni afea, 6u.-0 e -u fvu�era_✓ee` 9aks provie, Q.l-ec-fiTyt(.c CcocW i d ra/If 4 .u -r •51.12 p n-1 0+L. no Ha_rQ re o+,c.S (,oas tz.- I0 -et. n5 G16fect kb:r-� q/Iq Ga pa`bt-✓C( � yc i! ►✓lam SbJaJ. 5 4ceto a- , rre R eme Som h..14ua (oYnt r of_ ft) u.3- irtLATAlteffirdt.k MiDo _.. aCCeS'&2C - access eypar Spo -t-D Steve nits • .iree mo rL Nilo( cc,pe � �S+ a& _ fru 153 Shn.Lbs o re, Dk l hs dad o f 3 -f rets pip vc.cteA • n ( rovbiv ()le nvo1v cl &1 - COnS+Yuch 10 US?nc1 V. NEW BUSINESS - continued. B. Site Plan Review Application No. 18 -004 -TRC continued. 3. Hear from Property Owner or Designee/Agent — Steven L. Dobbs, Consultant, on behalf of Property Owner, William H. Freeman. S% nLhs axe- re, no ov t aay• S-tpfu 11 V. NEW BUSINESS - continued. B. Site Plan Review Application No. 18 -004 -TRC continued. 4. Public comments or questions from those in attendance, or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications' by the Committee. K Dv 12 V. NEW BUSINESS - continued. B. Site Plan Review Application No. 18 -004 -TRC continued. 6. a) Consider a motion to approve or deny the Application with/without contingencies. Motion and a second offered by and A ittn to approve/deny Site Plan Review Application No. 18 -004 -TRC, in regards to the redevelopment of approximately 1.44 acres as a proposed unmanned, electronically accessed, 24-hour storage facility located on the east side of Northwest 20d Avenue between Northwest 7th and 8th Streets, Okeechobee, FL, Lots 11 through 20 of Block 58, OKEECHOBEE as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, [as recorded in Plat Book 5, Page 5, Public Records of Okeechobee County, with the following contingencies: • rt?Mave (pact('r1 zdr\C f ftr� /016 JOx�oiu\d est .S o ow 1'1'1 t n I Y}t4 n w' G% -k )%5 156 • Sh ruh:3 are o K I rls4acf o,c 3 frees roc Kno,t b0Ni • � 1-2c�w6�'r )(�,�,( pa"d � S-f-ruc.f u.-rrc. bo 7 -F`' b) Discussion. kitnn c) Vote on motion. VOTE YEA NAY ABSTAIN ABSENT Allen ✓ Montes De Oca ✓ Newell t/ -P z i-( colaA 1/,Smith _ m 1 APPROVED ENIED VI. ADJOURN — Chairperson. There being no further items on the agenda, Chairperson M CYD adjourned the Technical Review Committee Meeting at J 0:41 a.m. 13 Patty Burnette From: Faconti, Victor A <Victor.Faconti@flhealth.gov> Sent: Monday, September 17, 2018 10:25 AM To: Patty Burnette Subject: Declined: TRC Meeting Patty Cannot attend meeting have interviews scheduled that entire day The Health Dept. has no objection to the Freeman project on OUA utilities The Checkers project indicates that septic will be used for sewage disposal At this point with what was submitted I cannot determine if we could permit a septic system Im not sure there is enough room on that parcel for a septic system Victor Faconti Environmental Health Director Florida Department of Health —Okeechobee 1728 NW 9th Avenue Okeechobee , FL 34972 863.462.5760 office 863.448.2309 cell Victor.faconti(cr�flhealth.gov Patty Burnette From: Faconti, Victor A <Victor.Faconti@flhealth.gov> Sent: Monday, September 17, 2018 10:25 AM To: Patty Burnette Subject: Declined: TRC Meeting Patty Cannot attend meeting have interviews scheduled that entire day The Health Dept. has no objection to the Freeman project on OUA utilities _ The Checkers project indicates that septic will be used for sewage disposal At this point with what was submitted I cannot determine if we could permit a septic system Im not sure there is enough room on that parcel for a septic system Victor Faconti Environmental Health Director Florida Department of Health —Okeechobee 1728 NW 9th Avenue Okeechobee , FL 34972 863.462.5760 office 863.448.2309 cell Victor.facontk flhealth.gov LOCATION MAP N.T.S. USE: RIVER RUN RESORT (RESIDENTIAL) LAND USE: COMMERCIAL ZONING: HEAVY COMMERCIAL EX. CURB AND GUTTER SAN EX. BOTTOM OF BANK / 10' 5.B. EX. TOP /F BANK --LA/ TRASH ENCLOSURE 1 54' BLDG 5.0 6) TABLE 006 DINNING CANOPY CONNECTION TO EX. SM/ S/W SITE DATA 0 10 20 40 SCALE: 1" = 20'-0" NORTH NAME OF APPLICATION CHECKER'S OKEECHOBEE APPLICATION NUMBER TBD SITE ADDRESS 100 5E 8TH AVE,. OKEECHOBEE, FL 34974 EXISTING/PROPOSED FUTURE LAND USE COMMERCIAL EXISTING/PROPOSED ZONING DISTRICT COMMERCIAL OVERLAYS N/A SECTION 35 TOWNSHIP 37PROPERTY RANGE 22 CONTROL NUMBER (PCN) 3-22-37-35-0260-00000-0010 EXISTING USE PROPOSED USE TOTAL SITE AREA GROSS FLOOR AREA BUILDING FLOOR AREA OUTDOOR DINNING AREA REQUIRED PARKING (1 SP. PER 75 S.F.) REQUIRED ADA PROPOSED PARKING PROPOSED ADA EXISTING PERVIOUS AREA PROPOSED PERVIOUS AREA EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA COMMERCIAL COMMERICAL 0.6 AC. (27,980 S.F.) 1,412 S.F. 912 S.F. 300 S.F. 3 SP. I SP. 12 SP. I SP. 20,595 S.F. 12,303 S.F. 7,386 S.F. 15,678 S.F. POINT OF SERVICE 43' BLDG SB. 2 ,1" !'° ' U.E 20'- 25'-J4 12' ci EX.OHW IX. P 5W R POLE TO BER 0A D R25' USE: NORTHSHORE PLAZA (COMMERCIAL) FLU: COMMERCIAL ZONING: HEAVY COMMERCIAL 113' ADA ACCES RAMP 5' SAN WHEELSTOP 10' _' IVE-THRU r.....!`� LANE 1 STRIPING TYP. 1 I'BY.LAI ..J'�L-� 3 3T / ILLUMINATED ENTRY SIGN ILLUMINATED EXIT SIGN I 112.5' m. 5' LANDSCAPE BUFFER 1.6 BLDG S.B. 910 ,)k' 0 vg( ,41( USE SINGLE FAMILY RESIDENTS LAND USE SINGLE-FAMILY RESIDENTIAL ZONING: RESIDENTIAL MULTIFAMILY LEGEND AC. = ACRES D.E = DRAINAGE EASEMENT DRO = DEVELOPMENT REVIEW OFFICERS D.U. = DWELLING UNITS IX. = EXISTING FLU = FUTURE LAND USE LAE. = UMITED ACCESS EASEMENT LM.E. = LAKE MAINTENANCE EASEMENT OHME = OVERHANG/MAINTENANCE EASEMENT O.R.B. = OFFICIAL RECORD BOOK P.8. = PLAT BOOK PDR = PROPERTY DEVELOPMENT REGULATIONS PG. = PAGE R = RADIUS R.O.W. = RIGHT-OF-WAY R/W = RIGHT-OF-WAY S.F. = SQUARE FEET S/W = SIDEWALK TYP = TYPICAL U.E. = UTILITY EASEMENT ULDC = UNIFIED LAND DEVELOPMENT CODE WFH = WORKFORCE HOUSING 0= TREE/PALM TO BE PRESERVED 170. Z O O f„5, 0 Z 8 Z CHECKED/QC XX 8 0 0 g. V O CHECKER'S OKEECHOBEE Z a W H (7 SHEET: S P- 1 CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA SEPTEMBER 20, 2018 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3RD AVENUE OKEECHOBEE, FLORIDA 34974 I. CALL TO ORDER SEPTEMBER 20, 2018, 10:00 a.m. - Chairperson. II. STAFF ATTENDANCE - Secretary. Voting Members: David Allen, Public Works Director Marcos Montes De Oca, City Administrator Jeffery Newell, Building Official Bob Peterson, Police Chief Herb Smith, Fire Chief Non -Voting Ex -Officio Members: Bill Brisson, Senior Planner, LaRue Planning and Management John Cook, City Attorney Victor Faconti, Okeechobee County Environmental Health John Hayford, Okeechobee Utility Authority School Representative Patty Burnette, Secretary III. AGENDA - Chairperson. A. Requests for the addition, deferral or withdrawal of items on today's agenda. IV. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Minutes for the regular meeting of August 16, 2018. V. NEW BUSINESS - Chairperson. A. Site Plan Review Application No. 18 -002 -TRC, second review, in regards to the construction of a proposed 1,412 square foot fast food restaurant with drive-through service including 500 square feet of outdoor dining space located at 100 Southeast 8th Avenue, Okeechobee, FL, Lots 1 through 3 TAYLOR CREEK MANOR as recorded in Plat Book 3, Page 4, Public Records of Okeechobee County - Senior Planner. 1. Review Planning Staff Memorandum. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent — Ms. Lindsay Libes, Agent for NYLV Investors, LLC, on behalf of Property Owner, Carl L. Windham, Jr. 4. Public comments or questions from those in attendance, or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications' by the Committee. 6. a) Consider a motion to approve or deny Application with/without contingencies. b) Discussion. c) Vote on motion. B. Site Plan Review Application No. 18 -004 -TRC, in regards to the redevelopment of approximately 1.44 acres as a proposed unmanned, electronically accessed, 24-hour storage facility located on the east side of Northwest 2nd Avenue between Northwest 7th and 8th Streets, Okeechobee, FL, Lots 11 through 20 of Block 58, OKEECHOBEE as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, [as recorded in Plat Book 5, Page 5, Public Records of Okeechobee County] - Senior Planner. 1. Review Planning Staff Report. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent — Steven L. Dobbs, Consultant, on behalf of Property Owner, William H. Freeman. 4. Public comments or questions from those in attendance, or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications' by the Committee. 1 6. a) Consider a motion to approve or deny Application with/without contingencies. b) Discussion. c) Vote on motion. VI. ADJOURN - Chairperson. 'Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Board Members; disclose any site visits made; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex -parte communication are given a reasonable opportunity to refute or respond. Please be advised that should you intend to show any document, picture, video or items to the Board in support or opposition to any item on the Agenda; a copy of the document, picture, video or item MUST be provided to the Board Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and that the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department, no later than two business days prior to the proceeding, 863-763-3372. 2 INDEPENDENT NEWSMEDIA INC. USA STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Cou ty F�l�orida, that the attached copy of advertisement being a i� 13- lC. NC—{�Lk) in the matter of I -a-K .C(U--? Wt-ei (o 1t1Mt. kQ, 110 \\ 3:11 <_Pj in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of q Ps. leo, Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Katrina Elsken Sworn to and subscribed before me this 1 T6 day of s.er-I-zv►k-h�.2 Q---0 t AD Notary Public, Staff of Florida at Large 4115Z(- /)/ C/9 -e-ei ANGIE BRIDGES MY COMMISSION # FF976149 EXPIRES:Aptf20,2020 Bolded Ttw Notary PUb6c 111dolwmt9fs Lake Okeechobee News 107 SW 17th St t, to D Okeechobeb '9/724 8 3' s.3-3 34 '</ Sep • PUBLIC NoucE TECHNICAL REVIEW COMMITTEE MEETING NO ICE NOME IS MEN that me Ott dazaliobeeTechnical Reie v eannttee(RC)wt=duct ater rmeetigonTh r Sep. 20,MIA at 10API ores oxntlteeaferaspo at Cly 55�E3dAR, Rmxo, Cleedobee, EL The put& 5 kwta1 and a ceuaged to Wend The exit may te ctteined trcm dyofol obeemmatycaigtheGeerdS vts Mice, 80-763-3372 ed. S820. ANY POISON DEDDIIIG TO APPEAL any debit nada by the TRC wth roped to ary matter mddeed at tris meettg wi ,heed to este a varbettn rend d the pmmedg k,hath and the mend tdp:1s the te9tm ry and a htme won whit to a.i.eal wi be basal. In aatadanae wth the Am3Icars r Al parson t thlsRy as the ADA, that Ipat Loop c the General rol 5i-7R3i72ehR9Bm ter tanb+otshess days l rbr BE ADVISED that sh:uti you kited br show aMdoan art tom, *toor terns tothe 'MC hapmttx patetoppttoaryLe�t�, Lenten the a¢Oy dthe &arro: pta�e VdegamnMUS tepoAd'dtttheConMtee Sm�rytorrthe y5t arils. BE ADVISED THAT ONE OR MORE CRY OFOKEE0 DBEEC UN- mMEMBERSMAYBEINATTENDANCATTICSMEETING. THIS NOTICE IS POSTED TO MEET STATE PUNIC NOTICE REQUIRE MENTSAND SUNSHINE LAWS. Elf: City Admthtsb-atrr Maras Mahn CeOo 2066S8ON9/12/2018 • CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 3 Rev. 10/14 / ;pKi�� l�`�y.'; , ?:•. �F�.y� ♦ ti '' • '` : a►, r"' 4' " A% ±.i% a=im y ♦ g .. '' •�> e ♦ ��d rw� : ,..t. .�,,;_,,.'•-_-;.''.Y,.`;Vit,` fi •.'' i1�1 City of Okeechobee General Services Department 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 34974 Phone: (863) 763-3372, ext. 218 Fax: (863) 763-1686 E-mail: pburnettclaleitvorokeechobee,com Date Received ..I,`8 Application No. RR- %Xe, Fee Paid: Receipt No. �' / • • Nearing Date: 9 aO'/S • __ '•r' S•� . ,;;,.,,, L'.jY.;: - }: E`' Vij�n-1 •. r7 ::!\.r v,{': •.:t•.. . 40. .•t:' �i.5f t". ."\•: y: • :r! I'ny t� { •. .t , 4 )k - 5,,., .;,t�,;. ,<,.., ,., :;': ,�" ..,t.. A�tTINF .. SIO J.. ,-. , tik, • .. 1 Name of property owner(s): Windham Carl Lee Jr. 2 Owner mailing address: P.O. Box 2743, Tallahassee, FL 32316 3 Name of applicants) if other than owner. NYLV Investors LLC 4 Applicant mailing address: 2000 Palm Beach Lakes Blvd Suite 205, West Palm Beach, FL 33409 5 Name of contact person (state relationship): Lindsay Libes/WGI 6 Contact person daytime phone(s): 561-537-4542 • 7 Engineer: Natne, address and phone number: Brian Arnold/WGI; 2035 Vista Pkwy, West Palm Beach, FL 33411; 561-472-8152 8 Surveyor. Name address and phone number: Jeff Hodapp/ Perimeter Surveying & Mapping; 947 Clint Moore Road, Boca Raton, FL 33487; 561-241-9988 •• . ••. ••.. • • • ::•. • • • ' PROPERTY and PROJECT INFORMATION • . •• .. • .. 9 Property address/directions to property: 100•SE 8th Ave, Okeechobee, FL 34974 10 Parcel Identification Number 3-22-37-35-0260-00000-0010 11 Current Future Land Use designation: Commercial 12 Current Zoning district: Heavy Commercial , 13 Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. To permit a 1,412 square foot the use of a fast food restaurant with a drive through service (including 500 SF of outdoor dining space).The proposed fast food restaurant with a drive-through will provide convenient food services during the hours of operation of 10 am to 4am (Monday -Sunday). The number of employees range from 3-7 employees during a single shift. The designated 500 SF outdoor seating area will accommodate any activities conducted outside the building. For additional information, please refer to the provided justification statement. 14 Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. Demolition of the two existing buildings for the addition of a 1,412 SF fast food restaurant with a drive through service (including 500 SF on outdoor dining space). • 15 Total Land area in square feet (if less than two acres): 0.6 or acres: ' 16 Is proposed use different from existing or prior use (j Yes) ( No) Rev. 10/14 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 17 Number and description of phases: The project will not be phased. . • Applicant's statement of interest in property 21 One (1) copy of last recorded warranty deed • • : 18 Source of potable water: Okeechobee Utility Authority . 24 Two (2) sets of aerials of the site. 19 Method of sewage disposal: Septic tank 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 218 Rev. 10/14 • • ACP M..gK9ITf94:4.14-:. TT :tqApp 20 Applicant's statement of interest in property 21 One (1) copy of last recorded warranty deed • 22 Notarized letter of consent from property owner (if applicant is different from property owner) 23 Three (3) sealed boundary and topographic, "as is" surveys of the property involved including: a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre • 24 Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included) 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. 27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Three (3) copies of sealed drainage calculations 29 Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transpprtation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the projeet. Nonrefundable application fee: $1,000.00 plus $30.00 per acre. NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant Is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the.TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. • Confirmation of Information Accuracy • thereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing tny request. False or misleading information may be punishable by a fine of up to ' $5000 and impris n ent of up to 30 days and may result in the summary denial of this application. S LI 105itY LIZGS 0(0.04,10 Signature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 218 Rev. 10/14 S CITY OF OKEECHOBEE Application for Site Plan Review City of Okeechobee Checklist for Site Plan Review Page 3 of 3 Rev. 10/14 REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Eleven (11) copies of sealed site plan drawings prepared at a scale no smaller than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary, and the scale, legend, and author block all on one 24" by 36" sheet. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplain, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights-of-way 3.3 Utility lines/facilities, fire hydrants, septic tanks and drainfields 3.4 Bridges, culverts and stormwater management facilities 3.5. Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On-site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs , 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 43 Compete legal description of the property • 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties , 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) .• • 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations • 4.8 impervious surface calculations showing: the square footage and as a % of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 10/14 1 WGI_ JUSTIFICATION STATEMENT Site Plan Approval Checkers- City of Okeechobee Initial Submittal: June 5, 2018 Resubmittal: July 30, 2018 REQUEST On behalf of the Applicant, WGI is requesting approval of the following: 1) Site Plan Approval to permit a 1,412 square foot fast food restaurant with a drive-through service (including 500 SF of outdoor dining space). SITE CHARACTERISTICS The subject site consist of approximately 0.6 acres and located at the Southwest corner of SE 81" Ave and State Road 70, within the City of Okeechobee. The site is currently developed with two previously approved commercial buildings that no longer provide services at these locations. The site retains a Future Land Use (FLU) designation of Commercial and a Zoning District of Heavy Commercial (CHV). The property is identified by the following Parcel Identification Number: 3-22-37-35-0260-00000-0010. 2035 Vista Parkway, West Palrn Beach, FL 33411 t: 561.687.2220 f: 561.687.1110 www.wantmangroup.com DEVELOPMENT HISTORY There are two existing building on the property: the first building was built in the year 1979 (681 base SF) and the second building was built in the year 1982 (850 base SF). The subject site was purchased by Carl Lee Windham Jr. on December 1, 1980. The Warranty Deed can be found in ORB 238 Page 1825. SURROUNDING PROPERTIES The site is surrounded by varying uses with similar Zoning Districts and FLU designations, and thus, are found to be compatible with the proposed commercial use on the subject site. The following summarizes the nature of the surrounding properties adjacent to the subject site: NORTH: Immediately north of the subject site is State Road 70 right-of-way. Just north of State Road 70 is a residential mobile home park, known as River Run Resort. This area retains a FLU designation of Commercial and a Zoning District of Heavy Commercial within the City limits of Okeechobee. SOUTH: Immediately to the south of the subject site is a 1,524 SF single-family residential home located within a parcel total acreage of .534. This property retains a FLU designation of Single- Family Residential and a Zoning District of Residential Multiple Family within the City limits of Okeechobee. EAST: WEST: Immediately east to the subject site is SE 8th Ave right-of-way. Further east of SE 8th Ave is a commercial plaza, known as Northshore Plaza. The development consist of commercial/ retail uses including the major uses of Sherwin -William Paints, Bravo Supermarket, Air conditioned Coin Laundry, and Royal's Furniture. The property retains a FLU designation of Commercial and a Zoning District of Heavy Commercial. Immediately to the west of the subject site is a body of water, known as Taylor Creek. Further west is a 2,728 SF Fast food restaurant with drive through service, known as Burger King. This area retains a FLU designation of Commercial and a Zoning District of Heavy Commercial. DEVELOPMENT PROPOSAL The current development proposal for the site is as follow: Checkers Restaurant A 912 SF Checkers fast food restaurant with a single drive-through service lane and 500 SF of outdoor dining area with 6 tables (totaling 1,412 SF) proposed at the Southwest corner of State Road 70 and SE 8th Ave. The single drive-through service lane is 10 feet wide and directs vehicles towards the point of service located at the northeast side of the building. The drive through lane situates along the southern and eastern portions of the building where the proposed 11 foot wide bypass lane runs parallel and allows vehicles to exit towards the eastern exit. The 8' x 14' bun freezer and menu board/speaker are located towards the south of the proposed restaurant. Outdoor Dining Area The Outdoor dining area is located towards the northwest portion of the site and provides 6 tables seating 4 individuals each, accommodating a total of 24 individuals. Access There is one (1) 37 foot wide point of access from SE 81h Ave. This access is located towards the southeastern portion of the site is derived from an existing curb cut that will be provide ingress and egress options. Parking Pursuant to Section 90-512 of the City of Okeechobee's Land Development Code, fast food restaurants require 1 space per every 75 square feet of gross floor per. The Checkers Restaurant location does not Justification Statement Checkers — City of Okeechobee July 30, 2018 Page12 1 J• provide indoor facilities; therefore, the parking requirements are based off the 500 SF outdoor dining area. That calculation equals 6 required standard spaces, one of which is required to be ADA accessible (500/ 75=6). The proposed design provides a 12 standard parking spaces, of which 1 is ADA accessible. This provides sufficient parking for both the public and employees that visit the site, thus accommodating a total of 12 parking spaces and meeting regulation. Loading Loading and unloading will occur directly adjacent to the proposed fast food restaurant with drive-through service during off -business hours. In order to mitigate adverse impacts and nuisance of noises, loading and unloading will be is located away from the single-family residential home located to the south. Dumpster Location The proposed dumpster is located northwest of the site and will be only used by the proposed restaurant. Landscape Buffers The proposed development provides a 10' landscape buffer along right-of-ways of State Road 70 and SE 8th Ave and a required 2' buffer around the perimeter of the property line. A 5' landscape buffer and fence are located towards the southern portion of the site in order to mitigate adverse impacts with the residential uses to the south. Signage There is one (1) pylon sign that is located towards the northeast portion of the site. Additionally, there are two (2) illuminated signs located towards the southeast portion of the site, which provide entry and exit guidance. JUSTIFICATION The proposed development of a fast food restaurant with a drive-through service lane, known as Checkers Restaurant, is compatible and consistent with the existing FLU designation of Commercial and Zoning District Heavy Commercial. The land uses immediately surrounding the site are consistent with the proposed use as they are commercial in nature, with similar or greater intensities. The proposed 1,412 SF Checkers Restaurant with a drive-through service (including 500 SF of outdoor dining) provides a 10' landscape buffer along right-of-ways of State Road 70 and SE 8th Ave and a required 2' buffer around the perimeter of the property line. Although the site requires a 2' buffer, a proposed 5' landscape buffer and fence has been provided to mitigate adverse effects, including visual impact and the intensity of the proposed use towards the adjacent lands. The parking, point of service, and outdoor dining area have been logically located towards the northwestern and northeastern portions of the site in order to mitigate adverse impacts towards the residential uses to the south. It is the intent of the applicant to propose a design that is compatible with the existing commercial developments within the area, while maintaining the prototype appearance of the Checkers brand. Based on the above justification and attached information, the petitioner respectfully requests Site Plan approval. Justification Statement Checkers — City of Okeechobee July 30, 2018 PageI3 Project Name: Checker's Okeechobee Submittal Date: June 5. 2018 This form shall serve as consent for the agent identified below to prepare or have prepared and submit all documents for the following application(s) affecting property I have an ownership interest in: Site Plan Review Application to the City of Okeechobee I hereby give consent to Lindsay Libes in conjunction with WGI to act on my behalf, to submit or have submitted this application and all required materials and documents, and to attend and represent me at all meetings and public hearings pertaining to the application(s) indicated above. Furthermore, I hereby give consent to the party designated above to agree to all terms and conditions which may arise as part of the approval of this application for the proposed use of: Checker's Fast Food Restaurant Contract Purchaser Information Alan Perlmutter NYLV Investors LLC 6655 W. Sahara, B200 Las Vegas, NV 8946 2000 Palm Beach Lakes Blvd #205 West Palm Beach, FL 33409 Notary Block r/2 -3%o- Cokwc-n o Cv • `S 'r My frtee Wos o ckr`oW\eckya 'eut; e vvAe • JEANNE MGCONNELL Nolary Public • fasde of Nevada APPT. NO. 974735-1 My App. Exphes May 23, 20113 City of Okeechobee 55 SE 3`a Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owner(s): Windham Carl Lee Jr. Mailing Address: P.O. Box 2743, Tallahassee, FL 32316 Home Telephone: Work: Cell: Property Address: 100 SE 8th Ave, Okeechobee, FL 34974 Parcel ID Number: 3-22-37-35-0260-00000-0010 Name of Applicant: NYLV Investors LLC Home Telephone: Work: Cell:561-537-4542 (agent) The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be placed upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS 24th DAY OF January 2018..A.4,..L._ / Lc_ Ali "•47r OWNER v ' j. Carl Lee Windham, Jr Sheryl Zavion OWNER WITNESS Before me the undersigned authority personally appeared the owner(s) named above who upon being duly sworn acknowledged before me that they are the owner(s) of the real property described above and that they executed the power of attorney for the purpose stated therein. Sworn and subscribed thisr2 Li day of ).- 201S. \‘‘01111111,111/41. Notary U I l 1`� d o��H• . srq...... No Public: r SEAL �; o ��1SSIO,y,'9p � S.e Commission Expires: —3 — l 01 = .• c, .11 3co % (Rev 9/2017) o #FF 927306 = Q PIZIC,1/111 I1111j No\�\ Page 5 of 11 OWNER CONSENT FORM Project Name: Checker's Okeechobee Owner(s) of Record: Carl Lee Windham, Jr Mailing Address: P.O. Box 2743, Tallahassee, FL 32316 Property Address: 100 SE 8th Ave Okeechobee, FL 34974 Parcel ID Number: 3-22-37-35-0260-00000-0010 Name of Applicant: NYLV Investors LLC Phone Number: 561-537-4542 (agent) The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make a site plan review application to the City of Okeechobee to change the site plan of said property. Carl Lee Windham, Jr 611,4 Owner Name Owner Signature )fecAtcl- 04.4o *.5. �a/G.od bliRa 238 nci1825 WARRANTY DUD AMC*Rroam es 10mV4D. TO 1001010 This Warranty Decd rrn.h. Ihr •1.8th tray of NORA D. ABNEY and BENJAMIN P. ABNEY, SR. hereinnflrr ratted ih.. grrudar. lu December A..1). 10 80 by C. LEE WINDHAM wlu.,• t+uttofflrr nddrr,s is 100 S.E. 8th Avenue, Okeechobee, Fla. 33472 heteloo(11•r ratted the fanfare: .N'hetnn wd tarns eh. tan.. • raet,.'• bait •'na.en" ie.WM alt era path. to di. inurreent end 11Fr. 1...I rrprranlur.n aed a..,te. of ind.,dn.t.. and Ott .w.ne.n end satire et rarporat*neq • Witnesseth. That tics (Nantas. for .Nur in rim samittmi of the suns of S 10.00 and other rolualde cunstdrrnlinns, sculpt whereof is hereby nrhnm,'l,olird. hereby mash, bargains. sells. attests. ro. mita, releases, ranrrys and cmrflrn' unto the grnnfre. alt 1hn1 certain laud situate in Okeechobee Courtly. Florida. ri:: Lot 1 and the N 1/2 of Lot 2. TAYLOR CREEK MANOR, a subdivision according to the plat thereof recorded in Plat Book 3, Page 4 of the public records of Okeechobee County, Florida. in Section' 22, Township 37 South, Range 35 East. LESS AND EXCEPT right-of- way for State Road 70, and LESS AND EXCEPT land described in Official Records Book 217, Page 175 of the public records of Okeechobee County, Florida. SUBJECT TO Taylor Creek Right -of -Way. SUBJECT TO restrictions, reservations and easements of record, if any. io9elhfrwith ole to tenements, hereditament' and appurtenance, thereto belonging or in any- wise ny wise appertaining. To Ilan and to Hold, Lie same in fro simple forever. End the grantor hereby covenants with raid granlre that the grantor 1s lawfully rel:rd of said road In (rr simple: that the grantor has good right and lawful authority to sell and convey sari land; that the feunlar hereby /idly warrants the tale to raid land and will defend Our sane against the lawful claims of all person' whomsorrer: and that raid land Is free of all encumbrance,. except lams accruing subsequent to December 31, 10 79 i' . er1.11+1'.+ • STAMP_ i la I „V•Ytit ' "' i1 1 ftW 12 I fi, 0'% 2 3n Muss Whereof, rhe Bald grantor has signed and sealed !hese preients rhe day and year first abort written. Signed. s•. led anti drlifered to our presence: S"IAIF. (IF FLIRIDA (:t,VN'1'Y 1)F MED: NOME 1 HEREBY CERTIFY that an this day, t,rtorr mr, an taint duh .._, auawrirrd 1n the tltal, aforruid and in the County aturr*asd to later atina.kdananit, faro.naitr spprarrd NORA D. ABNEY and BENJAMIN 1'. ABNEY, SR. •t, :.M ifir Sans to fa the yrs«ot $•ki.tita+) in and .ten rsttnird thr .,.1enrsyitn mtramrns and each a hmr.kdird Iaf.rr na shat they ' 1 tKedr+1•, riff sameP- .4'0'1.1+,0' ; • �WITNI , fur 'hand and a lural 18th a, thr Count, and P.r i.arr'Iau strtr•ant ,o.. 11 dor .d 'i: (NOTARY.stal. December , ,,,,,+ I �'• r . l - ,tr"� . Votary Pu 3!'�s'� Florida anti Ynyruiter errs' n ' xpt P .. Ststr o! are, •1 trrt TOM t.. CONEL'Y. 111 MAY Caatmrsuaa fir,.rrt !'e r I•': ;:_ .t."Jnt1 207 h'W 2nd Street s...rs,._.... ..1 •.. 238 '•''1111:,6 Okeechobee. Fla. 33472 -J t 7' IE E 1i 81 3310 r' s+t mon • r— =v '•-n • •• 04 • to WAIMANtY OCCO 1r0100. TO INO1.1O • •' lids Warranty Dred ma, It:c ✓ :ZY lw% 246 iu! 488 ail C0 /ORM OI day nJ DECEMBER A. 1), 11)81 by NORA D. ABNEY and BENJAMIN P. ABNEY, SR., Wifc and Husband hrrrhmfler rolled Ihr imitator, In C. LEE WINDHAM It.ale Ml,toffrrr ad:hr,r I1. 100 Southeast 8th Avenue, Okeechobee, Fla. 33472 Ilrrrinnflrr culled the tender: 1N'M ...l Lin.. d.. Item •o..w•• •m1 '•.sir• irelmk d1 da 4.41.41+. 1.1../1 •..1 111 Mi•1...1-r..v.ue.n awA .dots. rel :mI:..1..1...e1 IM note... ..J 1..:.wt 1.1 r..p........) f'1. Wttnessctll:runt Ir11. 1(.nnlnr. far and I,1 ennlI,trrnit,nt of the ;not of $ 10.00 and tither enfant& emutdrndf ms; r.w•elpl N•Ilrrruf Ir hereby (IA •hvllpvl, Leer(. grnrd., iaupnb,I. sells, etferu, re• nitres. releaser. ie.nrryr awl confirms 1.1110 the ttnlidre. sill 11111.1 rrrt.da !nnlf allndr In Okeechobee Coady. Horan, Pi:: , • Lot 3 and South one-half (S. 1/2) of Lot 2, .TAYLOR.CREEK• MANOR, according to•the•plat• thereof' recorded in Plat Book .3, Page 4 of the Public Records of Okeechobee County, Florida. SUBJECT TO restrictions, reservations and easements of record, if any. rr Togftheru.1111 1111 Il.r 'tenement:. herr.11tamenls and appurtenances thereto belonging *P.M any- gam ny&lsr appertaining. i. ) • To.I1 sae and to Hold, a.. Jame' in fee'simrte forever. Ind die pronto. r,hereby covenants with' said gmnteF1hat the grantor is lawfully seised of raid find to fee. simple: That d.i prantoi tia,'pood rlpht and lau.Jul aulholily to -sell and caner, said Land; that the grantor I.erely fully wartanis•the_1111e to said lend acid win (Wild the same agorrul Ih.•lau•ful claims 4 all persons whomsorl'er: and that satd land.6 free of'oll enrualbr`ancn. envoi tares accruing ruhof/pant to D.cember SI. 10 80. / N\w • ,• • ,.. i j.ZSTATE_ t FLORIDA! • = "' DOC I ALNTflf1_Y.•- STAMP TAXI in • anix to tllvtnui • � . r) •sr.ai en _9LC,lI V.Vitr'' 261. 00.1 •ln li!ltness tHhtrc r sold grantor has signed and iraid'd.., ,prrarnta the day and year of, h Signed. sealed and de herrd In our present: Wjti1CS5:,, .,• fksl abotw uwllten. Witness STATE or •FLORIDA cuuti-rY ser HIGHLANDS 1• ' I HERESY CLRTIIY *Su on 034 day.Iwlptp nu, an alert .1.h a.lLaawed in At Stair .I.,.aiJ and in .1- (001.11 .t...u:.t is tate arl..o.ladawan,tr.nallr .;•I -acrd NORA D. ABNEY and BENJAMIN P. ABNEY, SR., Wife. and Husband . I .l.Ia tat I. tl.r 1.u►.ws dr« hl,J an and. *Lu 'sainted 11.1 ...tannin* renin* uiranwm and each ••Ir .I.J,.J 1.4... mr, iLat they • isterted tb►,slu• - {(5rt:•itSS any bawl •.d nlinial mai 1n the Onnnia anal 0, •, .,'• :pate 11.1 •I..r1.:J IA., da, •I ' DECEMBER -2,' o81 . '1.111.; i '' otarrypPub on Expires: JAii.bmiruartt rnr.,,,P r • n.ta.t 1..►t. Slits .1 Mitts at Imp •70F1 W. cam, ill M r,„.„,,,,„,„„IIIc. squaw 2S. 1114 '.Ulna 207 Nel 2red Streit I .s. . r•., Ckeectnl.e, Fl°rid.' 33472 '..Z14 yf 't:'• 488 JFO GROUP INC Traffic Engineering • Transportation Planning www.jfogroupinc.com Revised April 23, 2018 January 29, 2018 Alan Perlmutter NYLV Investors, LLC 7975 West Sahara, Suite 101 Las Vegas, NV 89117 RE: Okeechobee Checkers -Transportation Concurrency 100 SE 8th Avenue, Okeechobee, Florida Parcel: 3-22-37-35-0260-00000-0010 Dear Alan, JFO Group Inc. has been retained to perform a traffic analysis to determine compliance with the Okeechobee County - Transportation Concurrency Requirements - Article V, Section 5.05.00 of the Okeechobee County Code of Ordinances. This traffic statement is associated with the Site Plan application for the 100 SE 8th Avenue property. The ±0.61 -acre site is located at the southwest corner of SR -70 and SE 8th Avenue in Okeechobee County, Florida. Parcel Number associated with this project is 3- 22-37-35-0260-00000-0010. Figure 1 shows an aerial view of the project location in relation to the transportation network. Exhibit 1 includes the property record summary from the Okeechobee County Property Appraiser's office, while Exhibit 2 includes a copy of a preliminary site plan for the project. There are two (2) existing buildings on site that will be replaced with a 912 Square Feet Fast Food Restaurant with a Drive - Through Window. One (1) of the existing buildings is a 970 Square Feet Small Office Building and the other is a 1,296 Square Feet Retail Building. Figure 1 : Project Location Project trip generation rates were based on the Institute of Transportation Engineers Trip Generation Handbook, 10th Edition. Table 1 includes trip generation rates for Daily, AM and PM peak hour for existing and proposed conditions while Table 2 includes the trip generation for the proposed project for Daily, AM and PM peak hour conditions. According to Table 2, the net Daily, AM and PM peak hour trips potentially generated due to the planned development are 120, 9 and 11 trips respectively. Table 1: Trip Generation Rates Land Use ITE Code Daily AM Peak Hour PM Peak Hour In Out Total `4 to Out Total Small Office Building 712 16.19 83% 18% 1.92 32% 68% 2.45 Retail 820 37.75 62% 38% 0.94 48% 52% 3.81 Fast Food Restaurant with D -T Window and No Indoor Seating 935 459.20 48% 52% 33.76 51% 49% 42.65 2018-04-23_Okeechobee Checkers _Traffic Sfafemen1_1005.03 Page 1 of 3 11924 Forest Hill Boulevard, Suite 10A-123 • Wellington, Florida 33414 T: (561) 512-7556 • F: (561) 423-2345 • info@jfogroupinc.com Table 2: Trip Generation - Existing Vs Proposed Land Use Intensity Daily Traffic AM Peak Hour PM Peak Hour In Out Total In Out Total Small Office Building 970 SF 16 2 0 2 1 1 2 Retail 1,296 SF 49 1 0 1 2 3 5 ,- 65 3 0 3 3 4 7 Pass -By Retail 34.00% 17 - - - 1 1 2 Net Existing Traffic 48 3 0 3 2 3 5 tiu Axa Land Use D Jya, Intensity Daily Traffic AM Peak Hour PM Peak Hour In Out Total In Out Total Fast Food Restaurant with D -T Window and No Indoor Seating 912 SF 419 15 16 31 20 19 39 Pass -By Fast Food Restaurant with D -T Window and No Indoor Seating 49.00% 251 9 10 19 12 11 23 Net Proposed Traffic 168 6 6 12 8 8 16 Net Traffic 120 3 6 9 6 5 1 1 The project is proposing a driveway on SE 8th Avenue. In order to determine the driveway operations and the impact to local traffic, AM and PM turning movement counts, as well as, northbound queues were collected at the intersection of NE Park Street and SE 8th Avenue. A summary of the data is included in Exhibit 4 while Exhibit 5 includes HCS analyses for both AM and PM peak hour operations. Results of this analysis are summarized in Table 3. Furthermore, based on the field data collection, an average of three (3) vehicles are queued on the northbound left turn lane. Therefore, there will be enough room for cars leaving the site to cross SE 8th Avenue to travel northbound and make a left or a right at the NE Park Street and SE 8th Avenue intersection. Table 3: Driveway Analysis The proposed Okeechobee Checkers development to be located at 100 SE 8th Avenue, Okeechobee, Florida has been evaluated following the Okeechobee County - Transportation Concurrency Requirements - Article V, Section 5.05.00 of the Okeechobee County Code of Ordinances. This analysis shows that the proposed development will generate less than 100 two-way peak hour trips where all links would be impacted with less than 30 peak -hour two-way trips. Therefore, the proposed development will be in compliance with Okeechobee County - Transportation Concurrency Requirements - Article V, Section 5.05.00 of the Okeechobee County Code of Ordinances and does not require a traffic study. 2018-04-23 Okeechobee Checkers Traffic Statement_1005.03 Page 2 of 3 11924 Forest Hill Boulevard, Suite 10A-123 • Wellington, Florida 33414 T: (561) 512-7556 • F: (561) 423-2345 • info@jfogroupinc.com AAA PM EBL '.e;w.EBA NBL EBL EBR NBL Peak Hour Volume 14 2 2 17 2 2 95% Queue Length, Q95 (veh) 0 1 0.0 0 1 0.0 Control Delay (s/veh) 9.4 7.4 11.0 7.8 Level of Service, LOS A A B A The proposed Okeechobee Checkers development to be located at 100 SE 8th Avenue, Okeechobee, Florida has been evaluated following the Okeechobee County - Transportation Concurrency Requirements - Article V, Section 5.05.00 of the Okeechobee County Code of Ordinances. This analysis shows that the proposed development will generate less than 100 two-way peak hour trips where all links would be impacted with less than 30 peak -hour two-way trips. Therefore, the proposed development will be in compliance with Okeechobee County - Transportation Concurrency Requirements - Article V, Section 5.05.00 of the Okeechobee County Code of Ordinances and does not require a traffic study. 2018-04-23 Okeechobee Checkers Traffic Statement_1005.03 Page 2 of 3 11924 Forest Hill Boulevard, Suite 10A-123 • Wellington, Florida 33414 T: (561) 512-7556 • F: (561) 423-2345 • info@jfogroupinc.com Sincerely, JFO GROUP, INC COA Numbr 32276 0\0111111/111 ‘.•ICENs ••. • No. 63422 ' * : * •r7 .' STATE OF •'.41/,� ••.CORIO it.. • G,�� //'S;S7�NAL IE� \`. Enclosures: Exhibit 1: Property Appraiser Exhibit 2: Preliminary Site Plan Exhibit 3: Trip Generation Rates Exhibit 4: Data Collection Exhibit 5: HCS Driveway Analysis 2018-04-23_0keechobee Checkers_Traffic Statement_1005.03 Page 3 of 3 11924 Forest Hill Boulevard, Suite 10A-123 • Wellington, Florida 33414 T: (561) 512-7556 • F: (561) 423-2345 • info@jfogroupinc.com This item has been electronically signed and sealed by Dr. Juan F. Ortega PE on April 23, 2018 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic TAYLOR CREEK MANOR (PLAT BOOK 3 PAGE 4) LOTS 1, 2 & 3 LESS ROAD R/W WINDHAM CARL LEE JR P 0 BOX 2743 TALLAHASSEE, FL 32316-0000 3-22-37-35-0260-00000-0010 Okeechobee County 2017 R CARD 001 of 002 PRINTED 10/05/2017 11:57 BY STAR APPR 11/19/2015 RA BUSE 004101 STORE LC AE? N 681 HTD AREA 133.182 INDEX 518635.00 E PARK2 RR PUSE 001100 STORES/1 STORY MOD 4 COMMERCIAL BATH 1.00 898 EFF AREA 52.127 E -RATE 100.000 INDX STR 22- 37- 35 EXW 13 CBS FIXT 2 46,810 RCN 1979 AYB MKT AREA 570 53,244 BLDG % BDRM 50.00 %GOOD 23,405 B BLDG VAL 1979 EYB EXAG 9,191 XFOB RSTR 02 GABLE/HIP RMS AC .608 120,409 LAND RCVR 04 SHNG ASP UNTS 1 #FIELD CK: 11/19/2015 RA # NTCD 0 CLAS % C -W% 4LOC: 100 SE 8TH AVE OKEECHOBEE 4 APPR CD 0 MKTUSE INTW 08 DRYWALL HGHT 10 # 4 CNDO 182,844 JUST % PMTR 144 # + 17 + 31 + #SUBD 182,844 APPR FLOR 15 CERAM TIL STYS 1.0 4 IUST2003 IBAS1993 I 4 BLK % ECON 20.00 # I I I # LOT 0 SOHD HTTP 04 AIR DUCTED FUNC # I 1 I 4 MAP# 182,844 ASSD A/C 03 CENTRAL SPCD PD 50.00 # I 5 I # 0 EXPT• QUAL 02 BELOW AVG. DEPR 14 # 2 I 2 # TXDT 050 182,844 COTXBL FNDN BURR 4 4 I 4 4 182,844 CITXBL 182,844 OTTXBL SIZE ALL UD -2 # I +--7--+ I 4 BLDG TRAVERSE CEIL ELEC 03 AVERG # I 9 I 4 BAS1993=W31 UST2003=W17 S24 BCA1993= S03 ARCH FRNT 01 . 4 I I I 4 E48 NO3 W48 $ E24N09W7 N15$S15 E7 S9 E24 FRMS 03 MASONRY UD -5 4 + 48 + # N24$. KTCH DOOR # IBCA1993 I # WNDO UD -7 # + 48 + 4 CLAS UD -8 . # 4 OCC . UD -9 4 4 COND % # 4 PERMITS SUB A -AREA % E -AREA SUB VALUE 4 # NUMBER DESC AMT ISSUED BAS93 681 100 681 17749 4 # UST03 471 40 188 4900 # 4 BCA93 144 20 29 756 # 4 SALE # 4 BOOK PAGE DATE PRICE 4 4 365 691 2/01/1995 U I # # GRANTOR 4 4 GRANTEE WINDHAM CARL LEE JR # # 238 1825 12/01/1980 Q I 54000 4 # GRANTOR TOTAL 1296 898 23405 GRANTEE WINDHAM CARL LEE JR EXTRA FEATURES FIELD CK: 11/19/2015 RA AE BN CODE DESC LEN WID HGHT QTY QL YR ADJ UNITS UT PRICE ADJ UT PR SPCD % %GOOD XFOB VALUE N ASPH 2 COM SLB WLK 1 2008 1.00 5036.000 SF 2.000 2.000 PD 70.00 70.00 7,050 N CONC B COM SLB WLK 1 1973 1.00 505.000 SF 2.280 2.280 PD 50.00 50.00 576 N FENC P 6'1/2"PINE 1 1999 1.00 32.000 LF5.700 5.700 PD 50.00 50.00 91 N CONC I BUMPERS 1 2006 1.00 4.000 UT 13.800 13.800 PD 80.00 80.00 44 N CONC B COM SLB WLK 28 22 1 2015 1.00 627.000 SF 2.280 2.280 PD 100.00 100.00 1,430 LAND DESC ZONE ROAD DEN IUD3 FRONT DEPTH FIELD CK: AE CODE TOPO UTIL YRPL IUD4 BACK DT ADJUSTMENTS N 067EPA E CRK-CTY 1.00 1.00 1.00 1.00 PRCL - FRAME (MASONRY-03)ADDED FOR '05 ON BOTH BLDGS PRCL - SD 6-9-05 UNITS UT PRICE ADJ UT PR LAND VALUE 4.540 4.54 120,409 26522.000 SF Exhibit 1 Page 1 of 2 TAYLOR CREEK MANOR (PLAT BOOK 3 PAGE 4) LOTS 1, 2 & 3 LESS ROAD R/W WINDHAM CARL LEE JR P 0 BOX 2743 TALLAHASSEE, FL 32316-0000 3-22-37-35-0260-00000-0010 Okeechobee County 2017 R CARD 002 of 002 PRINTED 10/05/2017 11:57 BY STAR APPR 11/19/2015 RA BUSE 003800 NBHD CENTR AE? N 850 HTD AREA 118.384 INDEX 518635.00 E PARK2 RR PUSE 001100 STORES/1 STORY MOD 4 COMMERCIAL BATH 2.00 874 EFF AREA 48.773 E -RATE 100.000 INDX STR 22- 37- 35 EXW 13 CBS FIXT 4 42,628 RCN 1982 AYB MKT AREA 570 53,244 BLDG % BDRM 70.00 %GOOD 29,839 B BLDG VAL 1982 EYB EXAG 9,191 XFOB RSTR 02 GABLE/HIP RMS AC .608 120,409 LAND RCVR 04 SHNG ASP LINTS 1 (FIELD CK: 4/09/2014 RA t NTCD 0 CLAS % C -W% #LOC: 100 SE 8TH AVE OKEECHOBEE 8 APPR CD 0 MKTUSE INTW 08 DRYWALL HGHT 10 t 8 CNDO 182,844 JUST % PMTR 116 t t SUBD 182,844 APPR FLOR 05 ASP TL CC STYS 1.0 t 8 BLK % ECON f 8 LOT 0 SOHD HTTP 04 AIR DUCTED FUNC t t MAP# 182,844 ASSD A/C 03 CENTRAL SPCD PD 70.00 f t 0 EXPT• QUAL 02 BELOW AVG. DEPR 14 t t TXDT 050 182,844 COTXBL FNDN HURR . t t 182,844 CITXBL 182,844 OTTXBL SIZE ALL UD -2 t t BLDG TRAVERSE CEIL ELEC 03 AVERG t t BCA1993=120$ BAS1993=490$ BAS2010=360$ ARCH FRNT O1 . 8 8 FRME 03 MASONRY UD -5 8 t KTCH DOOR . t t WNDO UD -7 . t t CLAS UD -8 . 8 t OCC . UD -9 . 8 t COND % 8 8 PERMITS SUB A -AREA % E -AREA SUB VALUE $ t NUMBER DESC AMT ISSUED BCA93 120 20 24 819 t t BAS93 490 100 490 16729 t 8 BAS10 360 100 360 12291 t t SALE t 8 BOOK PAGE DATE PRICE 8 8 80 875 4/13/1964 Q V t 8 GRANTOR WARD EDNA 8 8 GRANTEE WARD J H 8 t 8 t GRANTOR TOTAL 970 874 29839 GRANTEE EXTRA FEATURES FIELD CK: AE BN CODE DESC LEN WID HGHT QTY QL YR ADJ UNITS UT PRICE ADJ UT PR SPCD % %GOOD XFOB VALUE LAND DESC ZONE ROAD DEN UD3 FRONT DEPTH FIELD CK: AE CODE TOPO UTIL YRPL UD4 BACK DT ADJUSTMENTS 9002 - NEW A/C 2013 UNITS UT PRICE ADJ UT PR LAND VALUE Exhibit 1 Page 2 of 2 LOCATI0,1 HAP Rt)AD oSAG•PCGRAUGO.1.11..1, SITE DATA ign.:4=c7 LEGE 0 SHEET: SP -1 Exhibit 2 Land Use: 712 Small Office Building Description A small office building houses a single tenant and is less than or equal to 5,000 gross square feet in size. It is a location where affairs of a business, commercial or industrial organization, or professional person or firm are conducted. General office building (Land Use 710) is a related use. Additional Data Time -of -day distribution data for this land use are presented in Appendix A. For the 18 general urban/ suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 11:30 a.m. and 12:30 p.m. and 5:00 and 6:00 p.m., respectively. The sites were surveyed in the 1980s and the 2010s in Alberta (CAN), Texas, and Wisconsin. Source Numbers 890, 891, 959, 976 NNW Trip Generation Manual 10th Edition • Volume 2: Data • Office (Land Uses 700-799) 93 Exhibit 3 Page 1 of 13 200 150 100 50 Small Office Building (712) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: Number of Studies: 1000 Sq. Ft. GFA: Directional Distribution: General Urban/Suburban 17 2 50% entering, 50% exiting Vehicle Tri p Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 16.19 4.44 - 50.91 11.03 Data Plot and Equation W 0. X XX X X 00 X Study Site Fitted Curve Equation: Not Given 2 3 X = 1000 Sq. Ft. GFA - - - - Average Rate R2= *1 * 4 94 Trip Generation Manual 10th Edition • Volume 2: Data • Office (Land Uses 700-799) -- - Exhibit 3 Page 2 of 13 20 15 5 Small Office Building (712) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 17 1000 Sq. Ft. GFA: 2 Directional Distribution: 83% entering, 18% exiting Vehicle Tri p Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.92 0.78 - 4.12 0.97 Data Plot and Equation X X XX x X X X- x X ..-)E" x X X x 00 X Study Site Fitted Curve Equation: Not Given 2 X = 1000 Sq. Ft. GFA 3 4 - - - - Average Rate R2= ..., .r Trip Generation Manual 10th Edition • Volume 2: Data • Office (Land Uses 700-799) 95 Exhibit 3 Page 3 of 13 Small Office Building (712) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 17 3 32% entering, 68% exiting Vehicle Tri p Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 2.45 0.56 - 5.50 1.38 Data Plot and Equation 20 15 5 X x x x x x x x x x x x x 00 X Study Site 1 2 X = 1000 Sq. Ft. GFA Fitted Curve Equation: Not Given 3 4 - - - - Average Rate Ra= • . 5 96 Trip Generation Manual 10th Edition • Volume 2: Data • Office (Land Uses 700-799) 1■� Exhibit 3 Page 4 of 13 Land Use: 820 Shopping Center Description A shopping center is an integrated group of commercial establishments that is planned, developed, owned, and managed as a unit. A shopping center's composition is related to its market area in terms of size, location, and type of store. A shopping center also provides on-site parking facilities sufficient to serve its own parking demands. Factory outlet center (Land Use 823) is a related use. Additional Data Shopping centers, including neighborhood centers, community centers, regional centers, and super regional centers, were surveyed for this land use. Some of these centers contained non -merchandising facilities, such as office buildings, movie theaters, restaurants, post offices, banks, health clubs, and recreational facilities (for example, ice skating rinks or indoor miniature golf courses). Many shopping centers, in addition to the integrated unit of shops in one building or enclosed around a mall, include outparcels (peripheral buildings or pads located on the perimeter of the center adjacent to the streets and major access points). These buildings are typically drive-in banks, retail stores, restaurants, or small offices. Although the data herein do not indicate which of the centers studied included peripheral buildings, it can be assumed that some of the data show their effect. The vehicle trips generated at a shopping center are based upon the total GLA of the center. In cases of smaller centers without an enclosed mall or peripheral buildings, the GLA could be the same as the gross floor area of the building. Time -of -day distribution data for this land use are presented in Appendix A. For the 10 general urban/ suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 11:45 a.m. and 12:45 p.m. and 12:15 and 1:15 p.m., respectively. The average numbers of person trips per vehicle trip at the 27 general urban/suburban sites at which both person trip and vehicle trip data were collected were as follows: • 1.31 during Weekday, AM Peak Hour of Generator • 1.43 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 4 and 6 p.m. • 1.46 during Weekday, PM Peak Hour of Generator The sites were surveyed in the 1980s. the 1990s, the 2000s, and the 2010s in Alberta (CAN), British Columbia (CAN), California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Illinois, Indiana, Iowa, Kansas, Kentucky. Maine, Maryland, Massachusetts, Michigan, Minnesota, Nevada, New Jersey, New York, North Carolina, Ohio, Oklahoma, Oregon, Pennsylvania, South Dakota, Tennessee, Texas, Vermont, Virginia, Washington, West Virginia, and Wisconsin. Source Numbers 105, 110, 154, 156, 159, 186, 190, 198, 199, 202, 204, 211, 213. 239, 251, 259, 260, 269, 294, 295, 299, 300, 301, 304, 305, 307, 308, 309, 310, 311, 314, 315, 316, 317, 319, 358, 365, 376, 385, 390, 400, 404, 414, 420, 423. 428, 437, 440, 442, 444, 446, 507, 562, 580, 598, 629, 658, 702, 715, 728, 868, 870, 871, 880, 899, 908, 912, 915, 926, 936, 944, 946, 960, 961, 962, 973, 974, 978 ite NMI Trip Generation Manual 10th Edition • Volume 2: Data - Retail (Land Uses 800-899) 137 Exhibit 3 Page 5 of 13 Shopping Center (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 147 1000 Sq. Ft. GLA: 453 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates 37.75 Data Plot and Equation 7.42 - 207.98 Standard Deviation 16.41 60,000 50,000 N w 40,000 a •c H II 1- 30,000 20,000 1,000 1.500 - Average Rate R2= 0.78 500 X Study Site X = 1000 Sq. Ft. GIA Fitted Curve Equation: Ln(T) = 0.68 Ln(X) + 5.57 Fitted Curve 138 Trip Generation Manual 10th Edition • Volume 2: Data • Retail (Land Uses 800-899) Exhibit 3 Page 6 of 13 Shopping Center (820) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: 1000 Sq. Ft. GLA: Directional Distribution: 1000 Sq. Ft. GLA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. General Urban/Suburban 84 351 62% entering, 38% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate 0.94 Data Plot and Equation Range of Rates 0.18 - 23.74 Standard Deviation 0.87 1,500 1,000 w 500 X XX X>.< X X X X X X X X X X XX X x X >kX X x X 00 X Study Site X X X X X X 500 X = 1000 Sq. Ft. GLA Fitted Curve Equation: T = 0.50(X) + 151.78 Fitted Curve 1,000 1,500 - - - - Average Rate R2= 0.50 NMI Trip Generation Manual lOth Edition • Volume 2: Data • Retail (Land Uses 800-899) 139 Exhibit 3 Page 7 of 13 Shopping Center (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 261 1000 Sq. Ft. GLA: 327 Directional Distribution: 48% entering, 52% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates 3.81 Data Plot and Equation 0.74 - 18.69 Standard Deviation 2.04 500 1,000 1,500 2,000 X = 1000 Sq. Ft. GLA X Study Site Fitted Curve Equation: Ln(T) = 0.74 Ln(X) + 2.89 Fitted Curve - - - - Average Rate R2= 0.82 140 Trip Generation Manual 10th Edition • Volume 2: Data • Retail (Land Uses 800-899) Exhibit 3 Page 8 of 13 Table E.9 (Cont'd) Pass -By and Non -Pass -By Trips Weekday, PM Peak Period Land Use Code 820—Shopping Center SIZE (1,000 SO. FT. GLA) LOCATION WEEKDAY SURVEY DATE NO. OF INTERVIEWS TIME PERIOD PASS-BYNON.PABS•BY TRIP (%) TRIP (%) ADJ. STREET PEAK HOER VOLUME AVERAGE 24-HOUR TRAFFIC SOURCE PRIMARY DIVERTED TOTAL 921 Albany. NY July IBBSug 796 4.00-8.00 p.m. 23 42 35 77 — 80,950 Raymond Keyes A»a. 108 Overland Park, KS July 1988 111 4'30-0:30 p.m. 28 81 13 74 — 34.000 — 118 Overland Park. KS Aum. 1988 123 130-830 p.m. 25 58 20 78 — — — 256 Green. NY June 1988 120 4:00-8:00 p.m. 38 82 — 62 — 23.410 Sear Brown 180 Greece. NY June 1988 78 4:00-6110 p m. 29 71 — 71 — 57.308 Sear Brown 550 Greece, NY June 1988 117 400-800 p.m. 48 52 — 52 — 40.763 Sear Brown 51 Baca Raton, FL Dec 1987 1,0 4:00.8:00 p.m 33 34 33 67 — 42,225 Kknley Hom and Assoc. Inc. 1,090 Ross Top. PA July1988 411 2:00-8:00 p.m 34 88 10 5e — 51,500 Wilbur Smith and Assoc. 97 U PO7DPAun Writer 11710/139 — 4:00-600 p.m. 41 — — 59 — 34,000 McMahon Associates 118 Tradyllnn Twp. PA Venter 1988/89 — 4:00-500 pm. 24 — — 7e — 10.000 Boaz Allen Hamilton 8 122 Lawnarde, NJ Winter 1988/89 — 4:00-500 p.m. 37 — — 63 — 20000 Pennon! Assoaales 126 Boca Ratan, FL Writer 1988/80 — 100-800 p.m 43 — — 57 — 40.000 McMehon Associates 150 Mow Mow Grove. PA Writer 1988/89 — 400-600 p m 3a — — 51 — 28,000 B002 Allen & Hamilton 153 818Nard Oily. FL Writer 1968/89 — 4:00-0D0 p.m. 60 — — 50 — 80000 McMahon Asaocialea 153 Arden, DE Writer 1985/89 — 4.00.5100 9.87 30 — — 70 — 28,000 Orters 8 Assocn0 . lee. 184 ooyt.usAm, PAWriter 1988/80 — 4.1111-41110 p m 32 — — 65 — 29,000 Orth•Rodoors a Assoc. Inc. 184 MICtllatewn Writer 1988/09— Twp, PA 4:00-8;00 p.m 33 — — p — 25,000 Ben Allen a Hamilton 188 Haddon Twp. NJ Wmer 1985/89 — 4:00-0:00 p.m 20 — — i 50 — 6.000 AeeoW al is 200 Brewed Cay. FL Venter 1968/89 — 4:004:00 p m. 85 — I — i 45 — 62,000 McMahon ales Table E.9 (Cont'd) Pass -By and Non -Pass -By Trips Weekday, PM Peak Period Land Use Code 820—Shopping Center —_ SIZE (1.000 8Q. FT. OLA) LOCATION NEEP AY SURVEY DATE NO. OF p4T92VIElA/3 TIME PERIOD PASSAY 7Res(ui NON.PASS•BY PR VARY TRIP (7i)- _... _.__.� DIVERTED 0080 H LIR I A24ERAGE 7 -HOUR PEAKHOER I TRAFFIC VOLUME I TRAFFIC SOURCE TOTAL 237 W. Windsor 119 NJ Winter 199089 — 1>08-8:08 pm A — — 52 — I 48.000 Boot Altana Hamilton 242 Willow Grove PA Writer 1988/89 — 400-6:00 pm. 37 — — 63 ` McMahon — 26"° Anacleto' 297 WTaehall, PA Winter 1988!89 — { 400-0:00 pm 37 — — 87 — 3. 2,000 Orth.Rod9ers aasscc Ina. 300 Broward Cmy., FL Winter 1988/09 ••••••4:00-0:00 p.m 44 — — 56 — 73,000 McMon i titclatahes 370 Pittsburgh. PA Winter 1988/89 — 403600 p.m 400.8:00 p.m 4110-600 p.m 19 se 65 — — 81 — 33,000 '. WIN, Smith 150 Portland. OR — 519 855 8 28 32— 25.000 KB1Nson and I Atimmates 150 760 P881104 OR —. _. — 7 29 35 sen a '— 30087 . K)OW4nd Assoraas Calgary, Alberta 00:Dec. 1887, 16,438 4.00-6110 pin. 20 38 41 90 — I — !cmgclty,yegar 176 Bordown. NJem Apr. 1988 154 200-0000 p.m. 35 — — 85 — i 37.980 i K! aymond s Assoc_ 144 Manalapan. NJ July 1990 175 3:30.6:15 pm 32 44 24 e6 — .347 Raymond 98Keyes Assoc. 549 Natick. MA Feb. 1909 — 4:45-6:45 pm. 33 20 41 O7 — i 48,702 I KRya ri=1 . Average Pass -By Trip Percentage: 34 —'• means no data were provided 190 Trip Generation Handbook, 3rd Edition Exhibit 3 Page 9of13 Land Use: 935 Fast -Food Restaurant with Drive -Through Window and No Indoor Seating Description This category includes fast-food restaurants with drive-through service only. These facilities typically have very small building areas and may provide a limited amount of outside seating. These limited - service eating establishments usually do not provide table service. Fast casual restaurant (Land Use 930), high -turnover (sit-down) restaurant (Land Use 932), fast-food restaurant without drive-through window (Land Use 933), and fast-food restaurant with drive-through window (Land Use 934) are related uses. Additional Data Time -of -day distribution data for this land use are presented in Appendix A. For the five general urban/suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 11:45 a.m. and 12:45 p.m. and 12:00 and 1:00 p.m., respectively. The sites were surveyed in the 1990s, the 2000s, and the 2010s in California, Indiana, Kentucky, New Jersey, New York, and Texas. Source Numbers 404, 713, 720, 886 200 Trip Generation Manual 10th Edition • Volume 2: Data • Services (Land Uses 900-999) 1 te Exhibit 3 Page 10 of 13 Fast -Food Restaurant with Drive -Through Window and No Indoor Seating (935) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 5 1000 Sq. Ft. GFA: 1 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates 459.20 Data Plot and Equation 95.91 - 1053.57 Standard Deviation 294.09 Caution — Small Sample Size c 800 W 0. 0.5 1.0 X= 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given 1.5 - - - - Average Rate R:= 2.0 Trip Generation Manual 10th Edition • Volume 2: Data • Services (Land Uses 900-999) 201 Exhibit 3 Page 11 of 13 Fast -Food Restaurant with Drive -Through Window and No Indoor Seating (935) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA Ona: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 4 1000 Sq. Ft. GFA: 2 Directional Distribution: 48% entering, 52% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates 33.76 Data Plot and Equation 17.37 - 52.79 Standard Deviation 15.88 Caution — Small Sample Size v w F` - u 80 60 40 20 X X X X 00 X Study Site 0.5 1.0 X= 1000 Sq. Ft. GFA Fitted Curve Equation: Not Given 1.5 - - - - Average Rate R:_ .... 2.0 202 Trip Generation Manual 10th Edition • Volume 2: Data • Services (Land Uses 900-999) Exhibit 3 Page 12 of 13 Fast -Food Restaurant with Drive -Through Window and No Indoor Seating (935) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft. GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 11 1 51% entering, 49% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 42.65 Data Plot and Equation Range of Rates 10.23 - 196.67 Standard Deviation 34.86 N v c W Q. F- il F- 200 150 100 50 00 X Study Fitted X X X _ X X X X X X 0.5 Site Curve Equation: Not Given 1.0 X= 1000 Sq. Ft. GFA - 1.5 - - - Average Rate w=.4.. 2.0 Trip Generation Manual 10th Edition • Volume 2: Data • Services (Land Uses 900-999) 203 Exhibit 3 Page 13 of 13 Manual Traffic Count - All Traffic N Park St and NE/SE 8th Ave Okeechobee, FL KMF Traffic Group, LLC Stuart, FL (772) 221-7971 Groups Printed- All Traffic File Name : NE8PK Site Code : JO1808 Start Date : 4/19/2018 Page No : 1 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total *** BREAK ** 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % 2 0 23 25 3 0 20 23 1 0 27 28 3 0 31 34 9 0 101 110 4 0 38 42 1 0 23 24 4 0 28 32 3 1 28 32 12 1 117 130 9 1 35 45 8 1 41 50 2 0 36 38 7 0 29 36 26 2 141 169 3 0 0 3 1 0 2 3 3 0 1 4 1 0 0 1 8 0 3 I1 4 0 1 5 2 0 4 6 4 0 0 4 4 0 2 6 14 0 7 21 59 3 506 568 10.4 0.5 89.1 0.6 0 5.4 6 2 2 1 5 2 1 2 5 2 0 1 3 1 0 2 3 7 3 6 16 47 3 23 73 64.4 4.1 31.5 0.5 0 0.2 0.8 20 192 3 215 12 185 0 197 12 188 5 205 19 196 1 216 63 761 9 833 49 291 3 343 46 254 6 306 43 285 4 332 49 300 4 353 187 1130 17 1334 0 214 3 217 1 266 2 269 0 257 3 260 2 245 12 259 3 982 20 1005 61 310 6 377 59 313 8 380 49 265 0 314 51 206 3 260 220 1094 17 1331 531 3757 50 4338 12.2 86.6 1.2 5.6 39.8 0.5 46 1 267 12 280 1 253 8 262 1 293 10 304 0 255 12 267 3 1068 42 1113 2 296 8 306 1 283 17 301 0 265 13 278 5 269 12 286 8 1113 50 1171 18 4321 120 4459 0.4 96.9 2.7 0.2 45.8 1.3 47.2 460 492 497 510 1959 670 598 672 658 2598 733 736 633 585 2687 9438 Exhibit 4 Page 1 of 3 SE 8th Ave Northbound NE 8th Ave Southbound NE Park St Eastbound NE Park St Westbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 07:00 AM 1 0 26 27 2 0 3 5 15 178 2 195 1 222 2 225 452 07:15 AM 3 0 29 32 5 0 1 6 14 160 3 177 0 232 2 234 449 07:30 AM 4 0 51 55 2 0 2 4 12 184 1 197 1 309 2 312 568 07:45 AM 4 0 41 45 9 0 1 10 20 250 1 271 2 395 2 399 725 Total 12 0 147 159 18 0 7 25 61 772 7 840 4 1158 8 1170 2194 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total *** BREAK ** 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % 2 0 23 25 3 0 20 23 1 0 27 28 3 0 31 34 9 0 101 110 4 0 38 42 1 0 23 24 4 0 28 32 3 1 28 32 12 1 117 130 9 1 35 45 8 1 41 50 2 0 36 38 7 0 29 36 26 2 141 169 3 0 0 3 1 0 2 3 3 0 1 4 1 0 0 1 8 0 3 I1 4 0 1 5 2 0 4 6 4 0 0 4 4 0 2 6 14 0 7 21 59 3 506 568 10.4 0.5 89.1 0.6 0 5.4 6 2 2 1 5 2 1 2 5 2 0 1 3 1 0 2 3 7 3 6 16 47 3 23 73 64.4 4.1 31.5 0.5 0 0.2 0.8 20 192 3 215 12 185 0 197 12 188 5 205 19 196 1 216 63 761 9 833 49 291 3 343 46 254 6 306 43 285 4 332 49 300 4 353 187 1130 17 1334 0 214 3 217 1 266 2 269 0 257 3 260 2 245 12 259 3 982 20 1005 61 310 6 377 59 313 8 380 49 265 0 314 51 206 3 260 220 1094 17 1331 531 3757 50 4338 12.2 86.6 1.2 5.6 39.8 0.5 46 1 267 12 280 1 253 8 262 1 293 10 304 0 255 12 267 3 1068 42 1113 2 296 8 306 1 283 17 301 0 265 13 278 5 269 12 286 8 1113 50 1171 18 4321 120 4459 0.4 96.9 2.7 0.2 45.8 1.3 47.2 460 492 497 510 1959 670 598 672 658 2598 733 736 633 585 2687 9438 Exhibit 4 Page 1 of 3 KMF Traffic Group, LLC Stuart, FL (772) 221-7971 Manual Traffic Count - All Traffic N Park St and NE/SE 8th Ave Okeechobee, FL File Name : NE8PK Site Code : J01808 Start Date : 4/19/2018 Page No : 2 Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 v_«:_. r_«.._... -....+L-... n..,.:......« fl1.�n n ne Int. Total r Ca. l lvut IWI L.LLUC 07:30 AM SE 8th Ave Northbound NE 8th Ave Southbound NE Park St Eastbound NE Park St Westbound Start Time Right I Thru I Left 1 App. Total Right 1 Thru 1 Left 1 App. Total Right 1 Thru 1 Left 1 App. Total Right 1 Thru 1 Left 1 App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 v_«:_. r_«.._... -....+L-... n..,.:......« fl1.�n n ne Int. Total r Ca. l lvut IWI L.LLUC 07:30 AM IIILGLOGGLIVII 4 0 LIGSLUJ an. v 1. Aw1 51 55 2 0 2 4 12 184 1 197 1 309 2 312 568 07:45 AM 4 0 41 45 9 0 1 10 20 250 1 271 2 395 2 399 725 08:00 AM 2 0 23 25 3 0 0 3 20 192 3 215 0 214 3 217 460 08:15 AM 3 0 20 23 1 0 2 3 12 185 0 197 1 266 2 269 492 Total Volume 13 0 135 148 15 0 5 20 64 811 5 880 4 1184 9 1197 2245 % App. Total 8.8 0 91.2 75 0 25 7.3 92.2 0.6 0.3 98.9 0.8 PHF .813 .000 .662 .673 .417 .000 .625 .500 .800 .811 .417 .812 .500 .749 .750 .750 1 .774 04 NJ NE 8th Ave Outs1 In2o1 Total 1 1 151 01 51 Right T� Left 1 1 291 Peak Hour Data North Peak Hour Begins at 07:30 AN All Traffic 4-1 T r Left Thru Right 1 1351 01 1131 1 731 1 1481 Out In Total SF Rth Ave 1 2211 Exhibit 4 Page 2 of 3 KMF Traffic Group, LLC Stuart, FL (772) 221-7971 Manual Traffic Count - All Traffic N Park St and NE/SE 8th Ave Okeechobee, FL File Name : NE8PK Site Code : J01808 Start Date : 4/19/2018 Page No : 3 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 tire Intersection Begins at 04:30 PM Int. Total 04:30 PM SE 8th Ave Northbound NE 8th Ave Southbound NE Park St Eastbound NE Park St Westbound Start Time Right 1 Thru 1 Left 1 App. Total Right 1 Thru 1 Left 1 App. Total Right 1 Thru 1 Left I App. Total Right 1 Thru 1 Left I App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 tire Intersection Begins at 04:30 PM Int. Total 04:30 PM 4 0 28 32 4 0 0 4 43 285 4 332 1 293 10 304 672 04:45 PM 3 1 28 32 4 0 2 6 49 300 4 353 0 255 12 267 658 05:00 PM 9 1 35 45 2 2 1 5 61 310 6 377 2 296 8 306 733 05:15 PM 8 1 41 50 2 1 2 5 59 313 8 380 1 283 17 301 736 Total Volume 24 3 132 159 12 3 5 20 212 1208 22 1442 4 1127 47 1178 2799 % App. Total 15.1 1.9 83 60 15 25 14.7 83.8 1.5 0.3 95.7 4 PHF .667 .750 .805 .795 .750 .375 .625 .833 .869 .965 .688 .949 .500 .952 .691 .962 .951 C cow z 0 0 N V NE 8th Ave 1 Out 29] 1 1In201 1 Total 491 1 121 31 51 Right Thru Left Peak Hour Data North 2 Peak Hour Begins at 04:30 PM All Traffic 47 T r Left Thru Right 1 1321 31 1241 1 1 1591 Out In Total RF Ath Ave 1 2621 1 4211 m V -4 W V CO rr 0 Z m -o cn O Exhibit 4 Page 3 of 3 HCS7 Two-Way Stop-Control General Information Report Site Information Analyst JF Intersection SE 8th Ave & Project Driv Agency/Co. JFO GROUP INC Jurisdiction City of Okeechobee Date Performed 04/23/2018 East/West Street Checkers Project Driveway Analysis Year 2018 North/South Street Project Driveway Time Analyzed AM Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description Okeechobee Checkers Lanes J -I JAA. 4-L Lt 1 L —4 411— $ '— o Major Sheet: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 2 0 0 0 1 0 • Configuration LR LT T Volume, V (veh/h) 14 2 2 73 Percent Heavy Vehicles (%) 2 2 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.2 4.1 Critical Headway (sec) 6.84 6.24 4.14 Base Follow-Up Headway (sec) 3.5 3.3 2.2 Follow-Up Headway (sec) 3.52 3.32 2.22 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 17 2 Capacity, c (veh/h) v/c Ratio 1 1 • i 95% Queue Length, Q95 (veh) 1 1 1 Control Delay (s/veh) 9.4 7.4 Level of Service, LOS A A Approach Delay (s/veh) 94 01 Approach LOS A Copyright © 2018 University of Florida All Rights Reserved. HCS751t TWSC Version 7.2.1 AM_Project Driveway.xtw Generated: 4/21/2018 6:39:53 PM Exhibit 5 Page 1 of 2 Copyright © 2018 University of Florida All Rights Reserved. HCS75 t TWSC Version 7.2.1 PM_Project Driveway.xtw Generated: 4/21/2018 6:40:22 PM Exhibit 5 Page 2 of 2 HCS7 Two -Way Stop -Control Report s Site Information General Information Analyst JE Intersection SE 8th Ave & Project Driv Agency/Co. JFO GROUP INC Jurisdiction City of Okeechobee Date Performed 04/23/2018 East/West Street Checkers Project Driveway Analysis Year 2018 North/South Street Project Driveway Time Analyzed PM Peak Hour Factor 0.95 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description Okeechobee Checkers Lanes .a 4 1.A.4 -4 -LU 1 t 4 -— >— 4- -N-. 47- -y `t 11'7'I1Yt rr Major Stieec North South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L I T ` R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 2 0 0 0 1 0 Configuration LR LT T T Volume, V (veh/h) 17 2 2 159 262 Percent Heavy Vehicles (%) 2 2 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.84 6.2 6.24 ----- 4.1 4.14 Critical Headway (sec) Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.52 3.32 2.22 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 20 2 Capacity, c (veh/h) 620 1284 v/c Ratio 0.03 0.00 95% Queue Length, Q95 (veh) 0.1 0.0 Control Delay (s/veh) 11.0 7.8 Level of Service, LOS B A Approach Delay (s/veh) 11.0 0 1 Approach LOS B Copyright © 2018 University of Florida All Rights Reserved. HCS75 t TWSC Version 7.2.1 PM_Project Driveway.xtw Generated: 4/21/2018 6:40:22 PM Exhibit 5 Page 2 of 2 I. CALL TO ORDER — Chairperson. MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, JULY 19, 2018, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 The July 19, 2018, Technical Review Committee (TRC) meeting was called to order at 10:03 a.m. by Chairperson Montes De Oca. II. STAFF ATTENDANCE — Secretary. Voting Members: City Administrator Marcos Montes De Oca — Present Building Official Jeffery Newell — Present Fire Chief Herb Smith — Present (entered Chambers at 10:12 a.m.) Police Chief Robert Peterson — Absent (Major Hagan in attendance) Public Works Director David Allen — Present Non -Voting Ex -Officio Members: City Attorney John R. Cook — Present City Planning Consultant Bill Brisson —Absent (Ben Smith in attendance) City Civil Engineering Consultant — Attendance not requested County Environmental Health Director Victor Faconti — Absent OUA Executive Director John Hayford — Present School District Representative — Absent Committee Secretary Patty Burnette — Present III. AGENDA — Chairperson. Chairperson Montes De Oca asked whether there were any requests for the addition, deferral or withdrawal of items on today's Agenda. There being none the Agenda stands as published. IV. MINUTES — Secretary. Building Official Newell moved to dispense with the reading and approve the Minutes for the regular meeting held April 19, 2018; seconded by Public Works Director Allen. Motion carried unanimously. V. NEW BUSINESS — Chairperson. A. Site Plan Review Application No. 18 -002 -TRC, in regards to the construction of a proposed 1,412 - square foot fast food restaurant with drive-through service including 500 square feet of outdoor dining space with associated parking located at 100 Southeast 8th Avenue, Okeechobee, FL, Lots 1 through 3, TAYLOR CREEK MANOR, as recorded in Plat Book 3, Page 4, Public Records of Okeechobee County - Senior Planner. Planning Staff Report: Mr. Ben Smith with LaRue Planning explained the subject property is a 27,980 square foot rectangular parcel located at the southwest corner of State Road 70 and Southeast 8th Avenue. The two existing buildings on the property will be demolished and replaced with the new building. No indoor seating will be offered; rather, there will be six outdoor dining tables capable of seating 24 persons. The point of service window will be located at the northeast corner of the building and the menu board with speaker is located just south. The restaurant is proposed to provide TRC - July 19, 2018 - Page 1 of 5 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -002 -TRC continued. Planning Staff Report continued: food service between 10:00 a.m. and 4:00 a.m., seven days a week, and the number of employees will vary from three to seven per shift. Twelve new parking spaces, including one space designated for the handicapped, will be provided to the west of the building. The dumpster and trash enclosure will be located in the northwestern corner of the site. The site is provided potable water by Okeechobee Utility Authority (OUA) and the Applicant has stated that "Checkers" will connect to OUA for wastewater services. The potential increase from the project is relatively small and will have no effect on the available capacities that can be provided by OUA. The County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs. Information received from the Applicant's Traffic Engineer, Dr. Juan Ortega, concluded no Traffic Impact Statement is necessary. Through his analysis, he has further determined that full access via Southeast 8th Avenue to the proposed site is appropriate given this is the only access since the Florida Department of Transportation's (FDOT) denial of access to State Road 70. The City enlisted Ms. Susan O'Rourke, professional Traffic Engineer, who concluded the location of the driveway met the City's Code requirement of at least a minimum of 140 -feet. She indicated there could be times when the northbound travel extends beyond the driveway. However, she further noted the site shows 85 -feet of on-site storage for waiting vehicles, which should be more than adequate. She also confirmed the proposed full access driveway on Southeast 8th Avenue can be accommodated. As per the conditions of Special Exception Petition No. 18 -001 -SE, approved on May 17, 2018 by the Board of Adjustment, the site plan was revised. A new configuration of the driveway showing a 37 - foot wide curb cut on Southeast 8th Avenue provides for a 26 -foot wide entry and an 11 -foot wide exit lane. The loading zone area and dumpster were relocated to the northwest corner of the vehicular use area eliminating the need for these service vehicles from backing out onto Southeast 8th Avenue to exit the site. Lastly, a five-foot buffer was installed along the southern property line. These changes have widened the U-turn into the site improving customer vehicular access. However, interior circulation is cumbersome for customers. In order to receive service, drive-through customers must complete a full circle through the parking lot to arrive at the service window; then go around the building again, passing through the parking lot once more and accessing the by-pass lane to exit the site. This could increase the hazards to those who also park in the lot and use the outdoor dining area. In addition, with the new placement of the loading area, a difficult pattern is created for the trucks to navigate. They need to access lanes in the opposite direction when entering and exiting the site, thereby making it necessary to have all deliveries made only during non-operating business hours. The new dumpster location requires the garbage truck to enter the property and maneuver in such a way as could possibly cause conflict and congestion unless the pick-ups occur during non- operating business hours. Waste Management can commit to serving the proposed site during off - business hours, most likely between 6 a.m. and 8 a.m. The new configuration also allows for a five- foot landscaped buffer to reduce the nuisance impacts of the site's operation on the residential neighbor immediately south. The Applicant is proposing to allow for the planting of five live oaks which eventually could grow to be a six foot Spanish Stopper hedge. Given the menu board and loudspeaker for order taking is located about 35 feet from the residential neighbor to the south and. this nuisance factor is magnified by the proposal to operate the drive-through until 4:00 a.m. it would be suggested that a solid six-foot high fence also be constructed along the south property line. TRC - July 19, 2018- Page 2 of 5 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -002 -TRC continued. Planning Staff Report continued: The dimensional standards review appears to meet the requirements with the exception of the dumpster enclosure which does not meet the required ten foot minimum rear yard setback. The loading zone area is not identified and the parking space used is not the required loading space size. The required parking spaces are located where customers will need to cross the parking lot at least twice and due to the double looping required for the drive-through customers, pedestrians may be subjected to unreasonable safety hazards and as well as increased congestion as they attempt to back out due to their location. The required two feet of landscaping between the restaurant facility and vehicular use areas is not provided and a sidewalk will need to be provided along the east property line from State Road 70 south to the beginning of the driveway. In conclusion, Mr. Smith is recommending denial of the site plan, as submitted. Should the Technical Review Committee, wish to approve the site plan, he would recommend that the site be modified to address each of the following conditions: the interior circulation system is modified such that the hazard to pedestrian safety crossing the parking lot is significantly reduced; closing time is limited to not later than Midnight; limit deliveries by semis or other large trucks that must enter the site in a contra -flow direction and/or block ingress, egress, parking or interior circulation, to nonbusiness hours after 6 a.m.; a new solid fence is constructed along the southern property line with the proposed trees and shrubs (hedge) planted to the north within the five-foot landscaped buffer as presently proposed; the dumpster enclosure is moved eastward three feet to meet the required 10 - foot minimum setback, otherwise approval of a Variance would be necessary; solid waste collection is conducted only between 6 a.m. and 8 a.m.; provide sidewalk (to City standards) along the west side of Southeast 8th Avenue from State Road 70 to the driveway at the south end of the property; and provide a two -foot landscaped strip between the restaurant structure and all vehicular use areas (Note: due to the nature of the drive-through service, this is likely impractical. If so, approval of a Variance is necessary.) County Environmental Health Department: No issues were received. OUA: Mr. Hayford inquired as to the water source the Applicant would be using for the landscape irrigation and the reason they were requesting such a large size meter. Normally a one inch meter is rather large for a single use restaurant. He will also need a copy of the plumbing plans to determine information regarding the grease trap. Public Works: Mr. Allen commented there appears to be a connection to an existing catch basin from the new site that ties into an FDOT drainage system which we would not be able to allow unless the Applicant justified that connection with a driveway exemption and a drainage connection permit from FDOT. Police Department: Major Hagan voiced concerns with the proposed drive-through and the fact that one must circle the site twice, noting possible congestion concerns and safety issues for pedestrians to cross. He offered a suggestion of possibly rotating the building. Building Official: Mr. Newell commented he encourages new business growth but this location for this proposed business does not work. The existing property is difficult to work with and for their proposed business there just needs to be a better location. The double looping of the drive-through is TRC - July 19, 2018 - Page 3 of 5 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -002 -TRC continued. something that needs to be re-examined. His suggestion is to re-examine the entire site plan and bring it back as he cannot support the site plan as currently presented. Fire Department: Chief Smith explained he looks at life safety and accessibly for fire trucks and emergency vehicles. Normally engines do not go inside that close to buildings. With that being said, there is an area on the south side of the building by the drive-through that is under the minimum 20 feet required so that may need to be discussed should ambulances need to have access. The hydrant should be sufficient even though it is a little small. Fire flow should be fine although will require a flow test from OUA. Chairperson Montes De Oca commented as an Engineer he looks at traffic from what an expected level of traffic service is and what a true traffic problem is compared to what a perceived traffic concern is. He sat for several mornings at the traffic light at the intersection at State Road 70 and Southeast 8th Avenue in the Peak AM hour and gathered data. Hefound the minimum wait time was around 10 seconds and the maximum was 145 seconds. Typically only three to four cars were queued and when the light changed the que was always cleared. The majority of the time there were no cars and typically within two minutes it was empty. He further commented he agreed the Applicant needed to provide a sidewalk, he believed the setback with the dumpster area is minor, would like the Applicant to conserve as many of the larger trees on site as they could if possible, and has some concerns with the double looping as well but not from a pedestrian standpoint. Thinking people will probably try to go back against traffic, perhaps placing bollards will prevent that. Regarding off-site, should the Applicant choose to go with the force main due to septic tank and the proximity of Taylor Creek just remember to coordinate with Public Works Director Allen and obtain bond requirements for working in the Right -of -Way. Need copies of all FDOT permits. Mr. Chad Riddle and Mr. Adam Schildmeier with the Wantman Group, Inc. (WGI) were present on behalf of the Applicant. They commented on the double looping explaining they needed to do this as there was no access from State Road 70. They did increase the drive isle widths as requested by the Board of Adjustment. They would be open to the idea of installing bollards. There was a lengthy discussion about rotating the building although no idea seemed to fit everything needed. Regarding the utilities, they plan to extend the gravity sewer down the sidewalk to the kingman hole just to the south of the site and will be coordinating with OUA. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. Mr. Dowling Watford, Mayor for the City of Okeechobee, spoke as a concerned citizen. He inquired about whether the traffic observation that Chairperson Montes De Oca conducted was done recently. Chairperson Montes De Oca replied it had. He further commented that during school time, traffic would be much heavier at this location and to please take that into consideration. He next inquired as to whether the distance of the entrance to the proposed location from State Road 70 was shorter than the distance of the entrance to the Family Dollar site (that is located on Southeast 10th Avenue) from State Road 70. Chairperson Montes De Oca responded it is shorter. He next voiced his concern with people turning right onto Southeast 8th Avenue from State Road 70 and people leaving the proposed Checkers site and trying to make a left hand turn onto Southeast 8th Avenue. There could be people blocking lanes and cars stacking up on Southeast 8th Avenue. This was a huge safety concern for him. Another issue he had was with lighting. He did not want lights taking over. He suggested some type of shielded lights for the business. In conclusion he commented he is not TRC - July 19, 2018 - Page 4 of 5 1 i z O LOCATION MAP N.T.S. 111 STATE AO. 70 EX. BOTTOM OF BANK EX. TOP OBANK TRASHENCLOSURE USE: RIVER RUN RESORT (RESIDENTIAL) LAND USE COMMERCIAL ZONING: HEAVY COMMERCIAL EX. CURB AND GUTTER EX 6� 6' SAN s an =IN EX. POWER POLE EX. 15' U.E. ORB. 246, PG. 897 10' R.O.W. BUFFER 54' BLDG S.B. 20' 9' 88' BLDG S.B. 4. IX. OHW s PYLON SIGN \ OUTDOOR TABLE \ (TYP. OF 6) OUTDOOR DINNING (500 5.F.) ® O c O CD 25' C RESTAURANT 912 S.F. �'tt�' ..../ 9 SNJ 12' f ll 4//// s srvv 0 ADA ACCESSIBLE .._.....- RAMP 5' SN/ WHEELSTOP 10' DRIVE-THRU r.....!\.. LANE ' I I' BY-PASS LANE lam% CANOPY POINT OF SERVICE 43' BLDG S.B. 27' L 8xl 'BUN FREEZER MENU BOARD 8 SPFEAKER STRIPING TYP. / )///>2"›, 10' U.E CONNECTION TO EX. SAW 5' SAN EX. OHW EX. PAW R POLE TO BER. 0 'T D R25' X X C � 5' LANDSCAPE BUFFER USE SINGLE FAMILY RESIDENTS LAND USE: SINGLE-FAMILY RESIDENTIAL ZONING: RESIDENTIAL MULTIFAMILY - 39' BLDG S.B. X ILLLSMINATED ENTRY SIGN ILLUMINATED EXIT SIGN R25' 2 Ipp Vi t( ' / I! USE: NORTHSHORE PLAZA (COMMERCIAL) FLU: COMMERCIAL ZONING: HEAVY COMMERCIAL SITE DATA 0 10 20 40 8 SCALE: 1" = 20'-0" NORTH NAME OF APPLICATION CHECKER'S OKEECHOBEE APPLICATION NUMBER TBD SITE ADDRESS 100 SE 8TH AVE,. OKEECHOBEE, FL 34974 EXISTING/PROPOSED FUTURE LAND USE COMMERCIAL EXISTING/PROPOSED ZONING DISTRICT COMMERCIAL OVERLAYS NIA SECTION 35 TOWNSHIP 37PROPERTY RANGE 22 CONTROL NUMBER (PCN) 3-22-37-35-0260-00000-0010 EXISTING USE COMMERCIAL PROPOSED USE COMMERICAL TOTAL SITE AREA 0.6 AC. (27,980 S.F.) GROSS FLOOR AREA BUILDING FLOOR AREA OUTDOOR DINNING AREA 1,412 S.F. 912 S.F. 500 S.F. REQUIRED PARKING (1 SP. PER 75 S.F.) 3 SP. REQUIRED ADA 1 SP. PROPOSED PARKING 12 5P. PROPOSED ADA I SP. EXISTING PERVIOUS AREA PROPOSED PERVIOUS AREA EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA LEGEND AC. = ACRES D.E. = DRAINAGE EASEMENT DRO = DEVELOPMENT REVIEW OFFICERS D.U. = DWELLING UNITS EX. = EXISTING FLU = FUTURE LAND USE LAE. = UMITED ACCESS EASEMENT LM.E. = LAKE MAINTENANCE EASEMENT OHME= OVERHANG/MAINTENANCE EASEMENT O.R.B. = OFFICIAL RECORD BOOK P.B. = PLAT BOOK PDR = PROPERTY DEVELOPMENT REGULATIONS PG. = PAGE R = RADIUS R.O.W. = RIGHT-OF-WAY RAN = RIGHT-OF-WAY S.F. = SQUARE FEET 5/W = SIDEWALK TYP = TYPICAL U.E. = UTILITY EASEMENT ULDC = UNIFIED LAND DEVELOPMENT CODE WFH = WORKFORCE HOUSING 0 = TREE/PALM TO BE PRESERVED 20,595 S.F. 12,303 S.F. 7,386 S.F. 15,678 S.F. I U CHECKER'S OKEECHOBEE Z 0 W SHEET: SP -1 a R A ()TYPICAL LOADING MANEUVER` STATE ROAD 70 ()TYPICAL GARBAGE TRUCK MANEUVER 1.11.1.0/0.14.0 'I OPEUTIONSP.WIRMIDOLNNEINIBUINECI ©YARD SETBACKS 10' YARD S.B. 15' YARD S.B. SCALE: I"= 20' /11////////i////moi, 1\‘‘0 1 c 20' YARD 5.5. O 20' Y1ARD S.B. 0 10 20 40 SCALE: I" = 20'-0" Tr NORTH z 0 z 0 a z z 0 O CAD SP_2987.00.DWG DRAWN/DESIGNED CMR JOB NO. 2987.00 CHECKER'S OKEECHOBEE REGULATING PLAN SHEET: RP -1 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 18 -002 -TRC continued. opposed to this business coming to Okeechobee, but like the Building Official, this was just not the right location. The City has had issues with other sites which we should learn from. Chairperson Montes De Oca then asked TRC Members to disclose for the record whether they had spoken to anyone regarding the Application or visited the site. Chairperson Montes De Oca disclosed he had spoken to Mr. Schildmeier with WGI. There were no other disclosures. A motion and a second was offered by Building Official Newell and Fire Chief Smith to deny Site Plan Review Application No. 18 -002 -TRC, in regards to the construction of a proposed 1,412 -square foot fast food restaurant with drive-through service including 500 square feet of outdoor dining space with associated parking located at 100 Southeast 8th Avenue, Okeechobee, FL, Lots 1 through 3, TAYLOR CREEK MANOR, as recorded in Plat Book 3, Page 4, Public Records of Okeechobee County, with the option to re -submit under the current Application addressing the following conditions: 1. The interior circulation system is modified such that the hazard to pedestrian safety crossing the parking lot is significantly reduced. 2. Closing time is limited to not later than Midnight. 3. Limit deliveries by semis or other large trucks that must enter the site in a contra -flow direction and/or block ingress, egress, parking or interior circulation, to nonbusiness hours after 6 a.m. 4. A new solid fence is constructed along the southern property line with the proposed trees and shrubs (hedge) planted to the north within the five-foot landscape buffer as presently proposed. 5. The dumpster enclosure is moved eastward three feet to meet the required 10 -foot minimum setback, otherwise approval of a Variance would be necessary. 6. Solid waste collection is conducted only between 6 a.m. and 8 a.m. 7. Provide sidewalk (to City standards) along the west side of Southeast Avenue from State Road 70 to the driveway at the south end of the property. 8. Provide a two -foot landscape strip between the restaurant structure and all vehicular use areas (Note: due to the nature of the drive-through service, this is likely impractical. If so, approval of a Variance is necessary). 9. Submit lighting plan for the entire site. 10. Should it be possible, try to preserve the larger existing trees on site. 11. Submit off-site water and wastewater plans prior to construction. Motion carried unanimously. VI. ADJOURNMENT— Chairperson. There being no further items on the Agenda, Chairperson Montes De Oca adjourned the Technical Review Committee meeting at 11:08 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such Interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department ATTEST: Marcos Montes De Oca, Chairperson Patty M. Burnette, Secretary TRC - July 19, 2018 - Page 5 of 5 Memorandum To: TRC Members From: Bill Brisson, AICP Sr. Planner, LaRue Planning Date: September 12, 2018 Subject: Comments on Checkers' resubmittal of a modified site plan (18 -002 -TRC) have reviewed the newest iteration of the Checkers' site plan submittal in relation to the conditions set forth by the TRC in its denial, and authorization to submit a revised site plan, of the plan reviewed at the July 19th TRC meeting. Of the 11 conditions listed by the TRC about half have been addressed by the Applicant in his resubmittal. On the following pages, I have listed each of the TRC conditions and the status of these relative to the Applicant's resubmittal. The identifying numbers of those conditions that have not been addressed in the resubmittal are highlighted. 1. The interior circulation system is modified such that the hazard to pedestrian safety crossing the parking lot is significantly reduced. The internal circulation system has vtot been modified in any way to reduce the recognized hazards to pedestrian safety. 2. Closing time is limited to not later than Midnight. Nothing in the resubmittal indicates that the closing thine has been changed as stipulated. 3. Limit deliveries by semis or other large trucks that must enter the site in a contra- flow direction and/or block ingress, egress, parking or interior circulation, to nonbusiness hours after 6 a.m. Nothing in the resubmittal indicates that deliveries will be limited to other than "Off - business hours" as was stated in the original submission. 4. A new solid fence is constructed along the southern property line with the proposed trees and shrubs (hedge) planted to the north within the five-foot landscape buffer as presently proposed. The resubmittal includes no reference to a new fence along the southern property. 5. The dumpster enclosure is moved eastward three feet to meet the required 10 -foot minimum setback, otherwise approval of a Variance would be necessary. The new submittal shows that the dumpster enclosure has been relocated to be providing planning and rnnnzJcmcnt solution.; for locr,i govcrnmcnts I iJ5 J;,t.hscn+,`jtrr..et„juitc LOt l ort Mycr;;. 2i,1•4)311--1,506 www.ianicplanning.com consistent with the minimum 10 -foot setback. 6. Solid waste collection is conducted only between 6 a.m. and 8 a.m. While the Applicant has vtot mentioned this limitation in the resubmittal, my earlier discussions with Waste Management indicated that this is the time frame within which they would be sewing the Checkers' site. 7. Provide sidewalk (to City standards) along the west side of Southeast 8th Avenue from State Road 70 to the driveway at the south end of the property. The resubmittal does not include provision of the required sidewalk, but when verbally informed that this was a critical component, the Applicant's representative indicated that the sidewalk would be provided. 8. Provide a two -foot landscape strip between the restaurant structure and all vehicular use areas (Note: due to the nature of the drive-through service, this is likely impractical. If so, approval of a Variance is necessary). The Applicant has provided landscaping strips between the building and the vehicular use area in at least a couple of areas. 9. Submit lighting plan for the entire site. The Applicant has provided a lighting plan for the site. 10. Should it be possible, try to preserve the larger existing trees on site. There is no indication that the Applicant has tried to do anything in this regard or explained why not. 11. Submit off-site water and wastewater plans prior to construction. Not applicable at this stage. COMMENTS FROM A PLANNER'S PERSPECTIVE My reading of the resubmission indicates that the Applicant believes that he is only required to meet the two specific violations of numerical standards mentioned in the Staff Report and the stipulations the BOA attached to its approval of the Special Exception for a drive-through facility. While the site plan reviewed by the TRC on July 19th addressed the specific conditions attached to the BOA approval, some of the changes proposed by the Applicant created other serious problems associated with internal circulation and pedestrian safety that the TRC said needed to be addressed in order to have a site plan that meets the requirements in the LDRs. L Kuo pthnni.ng 2 -1 -eve.. Dobbs . rr icttrecueu ii -rU rJ,c,LA, 8-3-1E) CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 3 Rev. 10/14 OK., `•... <Fc yo L,. •...;;:.,._.. .- ti ecir • ot i+. rm � •• y _ 4,� N.' -_. 0� City of Okeechobee General Services Department 55 S.E. 3`d Avenue, Room 101 Okeechobee, Florida 34974 Phone: (863) 763-3372, ext. 218 Fax: (863) 763-1686 E-mail: burnettea citvotokeechobee.com p Date Received g.3_ / : E/$4O Application No. (�_ 4. --r fie Fee Paid:` l0 lig ,AD eAft l , , Receipt No. 401 0 tip Hearing Date: Qe7iU'1$ �' "'""=" �.';:; _ .... � .: �.: �� Arotair ... P1.3 -1C' `, TI1VT. :A , . ll •RM _, .SAP 1 Name of property owner(s): William H Freeman 2 Owner mailing address: 1989 SW 37th Ave, Okeechobee, FL 34974 3 Name of applicant(s) if other than owner: 4 Applicant mailing address: 5 Name of contact person (state relationship): Steven L. Dobbs - Consultant 6 Contact person daytime phone(s): 863-824-7644 7 Engineer: Name, address and phone number: Steven L. Dobbs, 1062 Jakes Way, emL1 P-9enc(a firer &Pad- Okeechnisee, FT '14974 - R61404-7644 8 r Surveyor: Name, address and hone number: ' M I.41CelY a/1 Kenneth Breaux, 200 SW 3rd Avenue, rr ondct Free roan oVee e (MC OS/ .1( - Okeechobee, FL 34974 - 863-763-2887 •• ....•. • •..;.. • ...:.:.:..:... •::.••.:- ..., • • PROPERTY and PROJECT INFORMATION . •.:• . ...... •.:. •::.., :,::., 9 Property address/directions to property: 119 NW 8th Street, Okeechobee, FL 34972 Turn north on N Parrott Ave, Turn Left onto NW 8th Street facility is on the left. 10 Parcel Identification Number 3-15-37-35-0010-00580-0110 11 Current Future Land Use designation: Industrial 12 Current Zoning district: Industrial 13 Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. This is an unmanned electronically accessed drive up self storage facility. There will be 5 single story clear span buildings laid out in a symmetrical design. It is located on NW 2nd Avenue between NW 7th and 8th Streets. There will be no outside storage of any kind. Access is 24/7. An off site office will be used. All storage bays doors open directly to the outside. 14 Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. There are currently 2 buildings on site - One warehouse, and one office. Both to be demolished. • 15 Total land area in square feet (if less than two acres):62,842.5 or acres: 1.44 16 Is proposed use different from existing or prior use (X Yes) ( No) Rev. 10/14 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 218 _ . Rev. 10/14 Number and description of phases: 17 Phase #1 will be the two buildings on the south end of the site. Phase #2 will be the two buildings on the north end of the site. Phase #3 will be the building in the middle of the site. 18 Source of potable water: OUA - however, this is an unmanned site with no restrooms 19 Method of sewage disposal: OUA - however, this is an unmanned site with no restrooms For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 218 _ . Rev. 10/14 i6n'..ki;i06XT1614' TrActimENT$ REQUIRED • , , : .:. : 20 Applicant's statement of interest in property Owner 21 One (1) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) , 23 Three (3) sealed boundary and topographic, "as is" surveys of the property involved including: a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre 24 Two (2) sets of aerials of the site. /25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included) 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. /27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Three (3) copies of sealed drainage calculations 29 Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. 30 Nonrefundable application fee: $1,000.00 plus $30.00 per acre. NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. . . • . , • , . , - y . - - • • - •• ' • . Confirmation of Information Accuracy ' ' ' ' • • • . • • , • • . I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00and imprisonmen kip to 30 days and may result in the summary denial of this application. i /telN11./William Freeman Signature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 218 _ . Rev. 10/14 ENGINEERING August 15, 2018 Marcos Montes De Oca, City Administrator City of Okeechobee 55 NE 3rd Street Okeechobee, FL 34974 Subject: Freeman Storage Dear Mr. Montes De Oca: Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation statement for the above referenced facility. The project is to support a Mini -warehouse facility for 1.44 acres of land in parcel 3-15-37-35-0010-00580-0110. This analysis was based on a spreadsheet distributed by the Florida Department of Transportation, which is based on the Institute of Transportation Engineers (ITE) Trim Generation Manual (6th Edition). The results indicate the proposed 16,120 sf Mini -warehouse facility (ITE code 151), would generate 40 daily trips with 4 peak PM trips with 2 being in and 2 being out. The proposed level of traffic will have no significant impact on NW 2nd Avenue. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering • ez Steven L. Dobbs, P. E. President CC: Bill Freeman File 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 CeII: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com Calculations using the most Used Trip Generation Rates from the 6th Edition ITE Trip Generation Report Description/ITE Code Units Expected Units Expected PM Peak Trips - Total PM In PM Out Daily Trips Truck Terminal 030 Acres General Light Industrial 110 TSF Gross Mini Warehouse 151 TSF Gross 16.1 40 4 2 2 Single Family Homes 210 DU Apartments 220 DU Mobile Home Park 240 DU Retirement Community 250 DU Not Available All Suites Hotel 311 Occ.Room Motel 320 Occ.Room Marina 420 Berths Health Club 493 TSF Gross Not Available Church 560 TSF Gross Daycare Center 565 TSF Gross General Office 710 (Equation) TSF Gross General Office 710 (Rate) TSF Gross Medical Dental Office 720 TSF Gross Building Materials/Lumber 812 TSF Gross Hardware/Paint Store 816 TSF Gross Nursery (Garden Center) 817 TSF Gross Not Available Not Available Shopping Center 820 (Equation) TSF Gross Lunch Hour Traffic Shopping Center 820 (Rate) TSF Gross Total In 1I Out Quality Restaurant 831 TSF Gross High Tumover/Sit Down Rest. 832 TSF Gross 0 0 0 Fast Food w/o Drive Thru 833 TSF Gross Not Available 0 0 0 Fast Food with Drive Thru 834 TSF Gross 0 0 0 Drive Thru Only 835 TSF Gross Not Available »»»> No calculations but studies sho Service Station 844 Fuel. Position Serv.Station w/ Conven.Mkt 845 Fuel Position Tire Store 848 Service Bays Supermarket 850 TSF Gross Convenien. Mkt (Open 24 hrs) 851 TSF Gross Convenien. Mkt (Open 16 Hrs) 852 TSF Gross Not Available Convenien. Mkt w/ Gas Pumps 853 TSF Gross Discount Club 861 TSF Gross Pharmacy/Drugstore w/ Drive -thio TSF Gross Fumiture Store 890 TSF Gross Walk -In Bank 911 TSF Gross Drive -In Bank 912 Drive -In Windows 40 F: N.2018-017 Freeman Self Storage\50-CITY\[2018-017 tripcalc_15a Pre.xls)Calculations 15 -Aug -18 4 2 w'Lunch Peak 146-364 two way trips Parcel 1 Parcel 2 Freeman Storage FLU, Land Use, Zoning Exhibit foam 60' 49' 50'i W 27' 15 02" NY,I � tip Project parcel Parcel 3 Parcel 9 Parcel 8 Parcel 7 Parcel 5 Parcel 4 CC z Parcel 6 Project parcel: FLU: Industrial, Zoning, Industrial, Current Use — Closed Propane Gas Company/Vacant Parcel 1: FLU: Industrial, Zoning, Industrial, Current Use —Train Depot Parcel 2: FLU: Industrial, Zoning, Industrial, Current Use — Feed Mill Parcel 3: FLU: Commercial, Zoning, Heavy Commercial, Current Use —Vacant 121SliZ,E 414449 •I o `ee ';.'eh se Freeman Storage ,r FLU, Land Use, Zoning Exhibit Parcel 4: FLU: Commercial, Zoning, Heavy Commercial, Current Use — Motel Parcel 5: FLU: Commercial, Zoning, Industrial, Current Use —Vacant Building Parcel 6: FLU: Commercial, Zoning, Industrial, Current Use —Vacant Building Parcel 7: FLU: Commercial, Zoning, Heavy Commercial, Current Use — Uhaul/Computer Store Parcel 8: FLU: Commercial, Zoning, Heavy Commercial, Current Use — Car Lot Parcel 9: FLU: Industrial, Zoning, Industrial, Current Use —Train Depot • .. T^ • WAMUl1TY of o DOM& To Mens. a.... r w..r..e.......e .••ar•a ww..e. w/Lttfstrl �. FyeA 44 � Pi Ey 15.6 FZ -3 `f,974/1 • AMOCO POfatl n YS F,`,EEn7A-es) f SW 37 4V 4Ecevse4 r -1- -3V9744 2:3332 r..e-.? ARnMrn e.r..l l.rw.Ae .ra Uotu ., yStsmpspaid Inthe 1mou tic of GttUtt CCU b•.r 378 RcE1O76 FILED FC'? liI1.CORi) JKEECM" I i r0.!1. 96tlAY 2t4 FiS I.: 22 SHARON RORER M.' CLERK OF CIRCUIT COUn . :PAR A*Ora TNu LM* 1.O* Rtb,'Rf1M1 DATA MCI AZOV' TM11 MIS POI 1ICO*DINO DATA IBIS lurr:stag pttba Made the ,?nri day of Mwy 19 srL , by f.T.AfYS M_ FTtrrmmi hereinafter called the Grantor, to Will tam 1. Freeman whose post office address ls 1989 S. W. 37th AVP.. Okeechobee. F. 34974 hereinafter called the Grantee. 1MM.w. wal Y.0. Y I.... `Onager W '6..M.' rrl.e. N Y r•••1•• . M ` -- ' gal M 1..l.ti .I•I n,....wM.. , ran.w.. at/ Wla.. N •Tw—..Irv.... Mer .1 le ...min w we..r.. I }t!i!nes arth, That the Grantor, for and in. consideration of she sum of $100 .00 and other valuable considerations. receipt whereof is hereby acknowledted, hereby grants, bargains, sells. aliens. remises, releases. conveys and confirms unto the Grantee all that certain land, situate In nkeerhnhee County. State of First—ten , rZ: Lots 11 to 20 inclusive of Block 58, Okeechobee, according to the plat thereof recorded in Plat Book 2, Page 17, public records of St. Lucie County, Florida, subject to reservations of record. Zlagrthrr, with alt the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. al. peat and In Iaib, the same in fee simple forever. 4\nb the Grantor hereby covenants with said grantee that the grantor is lawfully seized of said land In fee simple; that the grantor has good right and lawful authority to tell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that sold land is free of all encumbrances, except taxes accruing subsequent to December 31, 19 95 tan Hitntss Phtrittr, the said Grantor has signed and sealed these presents the day and year first above written. M,.r.. SOS W.. 1.. C..0..«n. If .•y1 ra...d N.ar MA.r.. 111.aw, 1... C.-O....w, N .a,) ra.ae h.r g STATE OF FLOP rnA C j COUNTY OF rocwrr runt£ CI aflyle M. Frr.aetrin kn*wu to Rte to be the pore*n described in and who executed the (*rejoins Instrument, who acknowledged before me that RhP eaented the same, and as oath (aro ��$ not hill.. ((Nett om:) 0 Said pcnos(a) Is/an penoeatly know. to me. Said person(*) provided the follw.ans type of Ideatltication:. 717 ...�"Lee/r,A2rt Coneys M Freeman rl...e N.a. 1901 S.W, 37th Ave nwo/~•AmOkeechobee, F1 34974 c...0._.. *I/.M...,141 ..,1 ro.l O.M. AMM.* 1 hereby Certify that *otitis day, beton me. an offker duly authorized to admtaiaer orbs and tale acknowledgments. personally appeared 4 1ADY Il7*72111 STAMP 1111.At. M 1a vs e.w«tiw'Ar. . „ 1 witness my bslid gad Oficial teat in 1 Kg 1 County and State Ia,t aforesaid A Ilp P14...4 u... 1 VJIY WARRANTY DRRD f1OM CORPORATION TO CORPORATION '611, :378 NCE 941, Ihls Warranty deed Mado and executed the 21st day of May FRCC PROPERTIES, INCORPORATED a corporation existing under the laws of Florida business at 119 N. W. 8th Street, Okeechobee, , hereinafter called fho grantor, to Gladys M. Freeman CO FORM 33h A. D. 1996 by . and having its principal pisco of Florida l..iIrCss at 1901 S. W. 37th Avenue, Okeechobee, 01. NUf1.13i1 Whose permanent poslofficc Florida 34974 hereinafter called Iho grantee: • (Wherever weed herein the term. "grantor" and .grantee include e11 the parties to this Instrument and the heirs. legal representative. and eaten. of individuals, and the eueuuon and minus of corporation) litiitnesseth: That the grantor, for and in consideration of the sum of $10,000. and other valuablo considerations. receipt whereof is hereby acknowledged, by these presents does grant, borgain, sell, alien, remise. release, convoy and confirm unto Iho grantee, all that certain land situate In Okeechobee County, Florida, viz: Lots 11 to 20 inclusive of Block 58, Okeechobee, according to the plat thereof in Plat Book 2, Page 17,. public records of St. Lucie County, Florida, subject` wtoreservations'"of record. ;:,r; Ila y B.omps poll In the amount of o ._4 (!' t.ryN l.i.. dial Al cn xT ef8 OlmultCo Y Y;. o Tom•' rmrTnt 'together with all the tenements, hcredifamont3 and appurtenances thoraco bolon tiig qr in qny., r -L ., "C.A N DD W N Ql c -n • wise appertaining. 'Eo ?lam and to told; the same in fea;simtplo forever. _tr. — ?Ind the grantor hereby covenants with said `granted that it is,lawfully seized of `q3ejd kind in het. simple; that it has good right and lawful authority to still end convoy`(satd land; that 1.t horoby fatly war 'rants tho title to said land and will defend Iia same agalrut the lawful claims of all persons' whomsoever: lind that said land is free of all oncumlrancos except 'Ntaxet - accruiiiig' subsequent • to'Depeinber 31, 1995. in Witness Whereof the grantor has causod'ilt"oso presents to be executed in its name. and its corporal; seal to_bahereunto affixed. by its proper officers thereunto duly authorized, the day and year first above written. Secretary Sip d, sealed a dolt rad in tho presence of: "6 61G.. STATE OF 1-64.1.61C— COUNTY Ql COUNTY OF ektcllloVde� F. R.CC...P.ROPRRT.LE5., INCQRP.0RATED By./.. 4�/ I. /7'ka•yli Q e' iiiit�l(i(ti l.C�n President r r' I HEREBY CERTIFY that on this day, before me, an offer duly autbor(oed In the State and County aforesaid to take acknowledgment., prnonally appeared Gladys M. Freeman and Marcia L. Candler well known to me to be the President and- secretary respectively of the corporation named as grantor in the foregoing deed. sad that they severally acknowledged executing the tame in the presence of two subscribing witnesses freely and voluntarily under authority duly voted in them by told corporation and Out the seal affixed thereto Is the }rye corporate teal of said corporation. p WITNESS ety band and official seal In the County and State tut aforesaid this'day of (�Ut� . A. D. 199(.0 771 /rlurinucnl prepared by: Adflrru � • a'10 ARIIS t MY ttISS1011CC 5161.03 iff WIRES: Muria 17,1019 7' T w.A.4... DUO . o•r.rs 1OAN N. O. 4 $ #.•.M 4 ...Yb 1. N. • W. a a... it..:..... < . ' . i�1..`1'95", 755 This Indtntnrt, Jlade this .22No . day of . D:CidBiit ; A. D. 19 A . CM,. Ha. . E. •FREEMLN, Alia • GlADYS 11. FREEMtN, nts'.irc ; $etween. • unite County of u* EECp‘BZS part Its . of Yhe• first par!. and, whose malting address is • and State of FLUiIDA FRcf:NNN •INTinRtIZE5 or tKEECNLBEE,• INe P.i.eoa 656 •L.cccnoslc, FLo.1toA . of the t:aunty of t(ccenosce', and State of .. FLOA IOA it—twirl '„f.othe Second part. Min.-SSein, that the said part , 1es of the first part. far and •,: 'in consideration of the sum:of_ •••• T E b ••• Dollars. and other goodt.;'- • nd valuable.conziderallons to `easy ..in hand paid. the receipt whereof is hereby ackitowt :', . aedged. lm vc granted. bargained. fold arid conveyed. and by these presents do is'.'.gran_ t. ban,'. ' gain. sell. convey and confirm nolo the 'Sold pail r of the second part anlair' ..'heirs and assigns (ofrvrr, all that certain parcel of land lying and being in the County of Weeenoses:... and State of- FLOP *OA • $ more particularly described as follows: • .LETS 11 • 12 - t5 - 14 - t5 - 16 -•t7.- id - 19 Alio 20 • dor ' 8Lt.c.A 56, TWrUl EECHtBEE.•A000AOI1.O to-TNc PLAT •TncAcor licCOAoCO IN PLAT_81.LX i•2- ••fltdE 17 or 'se t't1.110 e lice:mos or $T.LLCIE CU,NTY, (No. NUC $'B:E ) PLUM^ • .3UIJCCT TOIALL ltcsc.vaT I Willer Lte11110 LeAUCS ANO MONTOAOC•.. or aceo.o IN.TNc.PNsllo Reoanos or'LMeCCNO.ee C•oUNTY,FLoi*Iw • pKE • • •:.• '+i'. • .. �r C ' • o ether'pith all the trtteotrnts. hrredilamrn6"and cppurtenani•rs. with every•prluitege: right. . title. interest and estate. dower and right ofii�d-ourer. reversioln�. remainder and easement 'ttiereto':• • belonging or in anywise api ertalning: TO T1�it and t0 .}lold the Warne in fee simple forever. And the Said partl'es • of the first part do • • tovrrtanl with the. said party .of. the second part that tncr AMC Lawfully seized of the said premises. that they•are free. from .. all encumbrances - eeee►T' as NOTCo - ' and that TNmv'NAvr • good right and law. `• .. Jul muhority to sell the same; and the salt port les of the first partdo : hereby .1st tiy,corrbnt .' the title to said land. and will defend the sonic. against the lawful claims of alt persons Whomsoever: • In Witness Whereof, the said parties • of the. first part h&c hereunto set ..r4i• • hands : and seal s the day and year above written. • Signed. sealed and delivered in'our presenter . • _1(:gin%.:. _. _ �._.: ��t'=t-zr'�--- a. I ' CINRIES E. FIiW.E. *.N l� . : aiAbrs 11. FREEMINI - iNUEXED:.& �VER1 • DIRECT v F. :a tt ti na A ;LV ;y. cn i(24 r0 8c TOPOGRAPHICAL SURVEY BOUNDARY FREE:VIAN 8 8 8 9 8 0' m • 'Jt. 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E o1.. ° Z000 - O. (/1 O Z m C^o"073 r t cn Fop n:Gnan rvrUwu•ece rOW:' , F' 3. •14SS JUN -7 p`+•.%?3' Hti: "• E. Ye .: :r:s . • CCEn6roF L j v V • py 6tp Y • 1l3En3O3 jo cap ata a m al • "�.F.m+ % . t t jOn P"°.tlumrJ ayr ut suirslu P"a'>'uaY:Ai+r. aurar ayi parnaaa'a aw: atpj pa➢ �vuitau ♦aat n7rur ifu7o aaoj.ayt'pa;nazi mpg put sr? pa9,wrap • urxaat ayr aq ur umuuit aur iss atter. tia'+N ir33LLS 61V SOY Q lv 'NM.33%L '3 S3111`.143 pamaddo (tuauat Vuausfpai. uruyaa !Psi. Dr or pptota ja .trvnrvt alp LI pin) ptut Say, u+pasrtrnjrnt.Ctnp,ruyin ut •aw a.4.4'•,fvp int ua /WYt !No)hgaiat r 17 1 16 17 16 0 1 21 OKEECHOBEE ST. LUCIE COUNTY. FLORIDA iii SEM., MdS WV. LT TO.NSMP 3I SOWN ..NOE IS EAST 9 10 10 ' 1 Pi 1 aCCii C CCC :1:1:Ci:Yii11 CU!CC49�CCU CCC�;CCCCC ^CCCCE,1 CCCC CC w 1CCCC Ma 111 CGgl.:CC TrpCCCCC -_Q:CCCC*CC.111. 1CCCC3 i 1:11 :CCY t O 22 I *nen ean �0 Ts WITNE LOT 5 KNOW ALL MEN 9Y THESE PRESENTS, + .=ri2:1.4 .,. oaf K)A eaaest e. .66.16 6 e. �.....,. +waY Y..k:C un.v .n i+. .w ".' t.'u:t 1. OKEECHOBEE COMPANY South Mora& Water Management Report FRP Application For Cenntn aall Storage Company City off Okeechobee, )call. Prepared July 2018 ENGINEERING By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering 1062 Jakes Way Okeechobee„ FL 34974 1 toltstuttigi t�:L C,?��bs, . E ve 's \�. Purpose: The purpose of this report is to provide South Florida Water Management District (SFWMD) and the City of Okeechobee with the calculations and documentation necessary to demonstrate the proposed surface water management system complies with state and local criteria. Proiect Description: The site is approximately 1.6 acres in size and is located in Section 15, Township 37 South, Range 35 East 1 block west of 441N in the City of Okeechobee (Parcel ID 3-15-37-35-0010- 00580-0110. There is an existing cell tower site on this parcel that reduces the project are to 1.44 acres. The historic discharge is sheet flow from the site into the adjacent ditches, then to the south into the NW 7th Street ditch, then to the east into Taylor Creek then into Lake Okeechobee through S-133. The request is for construction authorization to construct the mini - warehouse storage facility, underground drainage system, and pervious paving. The water management system will be designed in accordance with the buildout criteria. The Soils Map for Okeechobee County indicates that the soil for this site is Immokalee Fine Sand, which is poorly drained in undeveloped conditions and better drained in the developed condition. The north portion of the site was previously developed and used as a propane company, while the south portion of the site is undeveloped. There is an existing cell tower site on the east side of the site that will remain in its original condition. Proposed Use: The site will be developed into a mini warehouse storage facility with pervious paving and an underground water detention system. prainaee Considerations; To ensure that water quality standards are met, we propose to pass all drainage from the mini warehouse storage area under the pervious parking area and will discharge through a bleeder structure into the roadside ditch system. As shown on the Exhibit from the National Wetland Inventory, there are no wetlands onsite. This project will use Truegrid pervious pavement system for parking and stormwater treatment. According to their literature, there is a void space of 40%, so the required treatment will be adjusted to compensate for the void space of the rock. Allowable discharge for the S-133 basin is 15.62 csm for the 25 year — 3 day event: Q= 15.6 csm / 640 ac/sm * A Q = 15.6 csm / 640 acres/sq. mile x 1.6 acres = 0.04 cfs Water Oualitv: The 1st inch of the site is the plus 50% times 1.6 to compensate for the rock in the detention area that is the required treatment volume of 0.29 Ac -Ft and it will be provided in the form of dry detention under the rock substructure and rock pavers within the proposed improvements. The dry detention area will discharge through a control structure to the adjacent City of Okeechobee ditch. The system exceeds the design criteria for water quality and for pretreatment as specified under Section 5.2.1 of the SFWMD's Environmental Resource Permit Information Manual Volume IV. Based on the attached stage storage spreadsheet, the required treatment volume of 0.29 Ac -Ft is met at elevation 26.7 NAVD. The proposed bleeder will be set 1' below wet season water table which is 3.5' below natural ground from the attached GFA Stormwater Report. The average ground elevation on this site is approximately 27.5, so the wet season water table is set at 24.0 NAVD. This is the elevation the bleeder is set and the bottom of the dry detention area is set at elevation 25.0. A protective slotted pipe with a drainage sock will protect the 3 -inch diameter circular bleeder opening. Water Ouantitv: This project is located in the S-133 Basin which discharges ultimately into Lake Okeechobee. The allowable peak discharge rate was calculated to be 0.04 cfs for the 25 year 3 day event. The actual maximum discharge rate for the 25 -year, 72 -hour storm event was calculated to be 0.31 cfs, which is greater than the maximum discharge, but the bleeder is the minimum allowed by the SFWMD. To demonstrate conformance to this criteria, the proposed project was flood -routed using AdICPR. The 10 year, 24 hour storm (5.0") w/ discharge, the 25 year, 72 hour storm (9.0") w/ discharge, and the 100 2 year, 72 hour storm (10.0") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing for input/output parameters. Summary tables of the flood routing results and stage -storage are provided in the following table: 10 Year, 24 Hr. Storm (5.0") Peak Stage Peak Rate (ft- (cfs) NAVD'88) Onsite 26.44 0.347 25 Year, 72 hr. Storm (9.0"! Peak Stage Peak Rate (ft- (cfs) NAVD'88) 27.21 0.305 Off -Site Drainage: There is no offsite flow through the project. 100 Year, 72 Hr. Storm (10.0") Peak Stage (ft- NAVD'88)) 28.085 Parking: This is a drive -up facility. Each tenant will be parking in front of their unit. Most units (interior) will be handicapped accessible. Flood Plain Analysis: As shown on the attached FEMA Panel 12093C0415C, this project is located in Zone X of the flood plain. No flood plain compensation is required. Nutrient Analysis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the dry detention system in order to meet the nutrient removal requirements. Construction Recommendations: Runoff and/or any water generated by short-term dewatering during construction will be contained on-site. However, there is some potential for transport of sediment to off-site areas should heavy rainfall occur. In order to reduce the potential of any off- site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence inside the southerly property line in the area of the proposed paving of the existing rock road and upstream of the existing control structure until site work has been completed and the site has been stabilized. The existing perimeter conditions meet or exceed the required perimeter elevation to contain the 25 year 3 day event. Conclusions: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off-site and should have no impact on off-site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off-site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. 3 V° 156"N 27° 14' 59' N Soil Map—Okeechobee County, Florida (119 NW 8TH STREET, OKEECHOBEE) 51670D r i i 516720 516740 51676() 27° 14' 59' N 515600 516820 Map Scale: 1:9421f printed on A portrait (85" x 11") shed 0 10 20 40 Meters 60 Feet 0 45 90 180 270 Map awn: Web Mercator Cornerwoniinates: WGS84 Edge tics: U14 Zone 17N WGS84 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 6/22/2018 Page 1 of 3 Soil Map—Okeechobee County, Florida (119 NW 8TH STREET, OKEECHOBEE) MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines ® Soil Map Unit Points Special Point Features Blowout 44. a Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot 418- Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area 4 Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 14, Oct 6, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. LsoA Natural Resources Web Soil Survey �r Conservation Service National Cooperative Soil Survey 6/22/2018 Page 2 of 3 Soil Map—Okeechobee County, Florida 119 NW 8TH STREET, OKEECHOBEE Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOl 11 Totals for Area of Interest Immokalee fine sand, 0 to 2 percent slopes 2.1 100.0% 2.1 100.0% USDA Natural Resources Web Soli Survey 6/22/2018 Conservation Service National Cooperative Soil Survey Page 3 of 3 Hydrologic Soil Group and Surface Runoff ---Okeechobee County, Florida 119 NW 8TH STREET, OKEECHOBEE Hydrologic Soil Group and Surface Runoff This table gives estimates of various soil water features. The estimates are used in land use planning that involves engineering considerations. Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The four hydrologic soil groups are: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Surface runoff refers to the loss of water from an area by flow over the land surface. Surface runoff classes are based on slope, climate, and vegetative cover. The concept indicates relative runoff for very specific conditions. It is assumed that the surface of the soil is bare and that the retention of surface water resulting from irregularities in the ground surface is minimal. The classes are negligible, very low, low, medium, high, and very high. Report—Hydrologic Soil Group and Surface Runoff Absence of an entry indicates that the data were not estimated. The dash indicates no documented presence. Hydrologic Soil Group and Surface Runoff—Okeechobee County, Florida Map symbol and soli name Pct. of map unit Surface Runoff Hydrologic Soil Group 11—Immokalee fine sand, 0 to 2 percent slopes Immokalee 90 High B/D USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/22/2018 Page 1 of 2 Hydrologic Soil Group and Surface Runoff ---Okeechobee County, Florida 119 NW 8TH STREET, OKEECHOBEE Data Source Information Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 14, Oct 6, 2017 USDA Natural Resources Web Soil Survey 6/22/2018 igloo Conservation Service National Cooperative Soil Survey Page 2 of 2 U.S. Fish and WIdlife Service National Wetlands inventor 119 NW 8TH ST, OKEECHOBEE, FL 3497 'T•ill r 41.1rrRa, � -WAiwiislf +r:+K-:-.:-t- -- el? m 4101PF • 1:2,864 0 0.0225 0.045 0.09 mi K' tF 0 0.0375 0.075 0.15 km ,j • ... June 22, 2018 Wetlands I Estuarine and Marine Deepwater LJ Estuarine and Marine Wetland LI LJ Freshwater Emergent Wetland IN Lake Freshwater Forested/Shrub Wetland LJ Other Freshwater Pond E(] Riverine This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. National Wetlands Inventory (NWI) This page was produced by the NWI mapper 27° 156"N 27" 14' 59' N 5 Soil Map—Okeechobee County, Florida (119 NW 8TH STREET, OKEECHOBEE) 51 ^:m (4.otld Inh1Esru Ni.ct ss tl�o 27" 14'59'N 516680 516700 Map Scale: 1:942 if prir1 1 on A porha�t (8.5' x 11") sheet N 0 10 20 40 516760 Meters 60A0 45 90 180 270 Map projadion: Web Menator Comer modnates: WGS84 Edge tics: UTT4 Zone 17N WGS84 USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 516820 6/22/2018 Page 1 of 3 Soil Map—Okeechobee County, Florida (119 NW 8TH STREET, OKEECHOBEE) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils 1I Soil Map Unit Polygons f 6 Soil Map Unit Lines Soil Map Unit Points Special Point Features Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Blowout Water Features Streams and Canals Borrow Pit X Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background ilk Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Waming: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 14, Oct 6, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. L DA Natural Resources -Alai Conservation Service Web Soil Survey National Cooperative Soil Survey 6/22/2018 Page 2 of 3 Soil Map—Okeechobee County, Florida 119 NW 8TH STREET, OKEECHOBEE Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 11 lmmokalee fine sand, 0 to 2 percent slopes Totals for Area of Interest 2.1 2.1 100.0% 100.0% USDA Natural Resources Web Soil Survey 6/22/2018 iiAiConservation Service National Cooperative Soil Survey Page 3 of 3 Chapter 2 Estimating Runoff Technical Release 55 Urban Hydrology for Small Watersheds Table 2-2a Runoff curve numbers for urban areas 1/ ainum Curve numbers for Cover description - -- --- ----- hydrologic soil group ------- Average percent Cover type and hydrologic condition impervious area V A B C D Fully developed urban areas (vegetation established) Open space (lawns, parks, golf courses, cemeteries, etc.) 21: Poor condition (grass cover < 50%) Fair condition (grass cover 50% to 75%) Good condition (grass cover > 75%) Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of-way) Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) 98 98 98 98 Paved; open ditches (including right-of-way) 89 92 93 Gravel (including right-of-way) 85 89 91 Dirt (including right-of-way) 72 82 87 89 Western desert urban areas: Natural desert Landscaping (pervious areas only) S Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 2 -inch sand or gravel mulch and basin borders) Urban districts: Commercial and business 85 89 92 94 95 Industrial 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town houses) 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 2 acres 12 46 65 77 82 68 79 86 89 49 69 79 84 39 61 74 80 98 98 98 98 83 63 77 85 88 96 96 96 96 Developing urban areas Newly graded areas (pervious areas only, no vegetation) ¢/ Idle lands (CN's are determined using cover types similar to those in table 2-2c). 77 86 91 94 1 Average runoff condition, and Ia = 0.2S. 2 The average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 2-3 or 2-4. 3 CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. 4 Composite CN's for natural desert landscaping should be computed using figures 2-3 or 24 based on the impervious area percentage (CN = 98) and the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. 5 Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 24 based on the degree of development (impervious area percentage) and the CN's for the newly graded pervious areas. (210 -VI -TR -55, Second Ed., June 1986) 2-5 Chapter 2 Estimating Runoff Technical Release 55 Urban Hydrology for Small Watersheds Table 2-2b Runoff curve numbers for cultivated agricultural lands J Cover type Curve numbers for Cover description ---- hydrologic soil group ----- Hydrologic Treatment 2/ condition 31 A B C D Fallow Bare soil — 77 86 91 94 Crop residue cover (CR) Poor 76 85 90 93 Good 74 83 88 90 Row crops Small grain Close -seeded or broadcast legumes or rotation meadow Straight row (SR) Poor 72 81 88 91 Good 67 78 85 89 SR + CR Poor 71 80 87 90 Good 64 75 82 85 Contoured (C) Poor 70 79 84 88 Good 65 75 82 86 C + CR Poor 69 78 83 87 Good 64 74 81 85 Contoured & terraced (C&T) Poor 66 74 80 82 Good 62 71 78 81 C&T+ CR Poor 65 73 79 81 Good 61 70 77 80 SR Poor 65 76 84 88 Good 63 75 83 87 SR + CR Poor 64 75 83 86 Good 60 72 80 84 C Poor 63 74 82 85 Good 61 73 81 84 C + CR Poor 62 73 81 84 Good 60 72 80 83 C&T Poor 61 72 79 82 Good 59 70 78 81 C&T+ CR Poor 60 71 78 81 Good 58 69 77 80 SR C C&T Poor 66 77 85 89 Good 58 72 81 85 Poor 64 75 83 85 Good 55 69 78 83 Poor 63 73 80 83 Good 51 67 76 80 1 Average runoff condition, and Ia=0.2S 2 Crop residue cover applies only if residue is on at least 5% of the surface throughout the year. 3 Hydraulic condition is based on combination factors that affect infiltration and runoff, including (a) density and canopy of vegetative areas, (b) amount of year-round cover, (c) amount of grass or close -seeded legumes, (d) percent of residue cover on the land surface (good >_ 20%), and (e) degree of surface roughness. Poor: Factors impair infiltration and tend to increase runoff. Good: Factors encourage average and better than average infiltration and tend to decrease runoff. 2-6 (210 -VI -TR -55, Second Ed., June 1986) Chapter 2 Estimating Runoff Technical Release 55 Urban Hydrology for Small Watersheds Table 2-2c Runoff curve numbers for other agricultural lands 1/ Cover type Curve numbers for Cover description --------- hydrologic soil group -------- Hydrologic condition A B C D Pasture, grassland, or range—continuous forage for grazing. V Meadow—continuous grass, protected from grazing and generally mowed for hay. Brush—brush-weed-grass mixture with brush the major element. V/ Woods—grass combination (orchard or tree farm). 5/ Woods. sJ Farmsteads—buildings, lanes, driveways, and surrounding lots. Poor 68 79 86 89 Fair 49 69 79 84 Good 39 61 74 80 30 58 71 78 Poor 48 67 77 83 Fair 35 56 70 77 Good 30 4/ 48 65 73 Poor 57 73 82 86 Fair 43 65 76 82 Good 32 58 72 79 Poor 45 66 77 83 Fair 36 60 73 79 Good 30 4/ 55 70 77 59 74 82 86 1 Average runoff condition, and I. = 0.2S. 2 Poor: <50%) ground cover or heavily grazed with no mulch. Fair: 50 to 7596 ground cover and not heavily grazed. Good: > 75% ground cover and lightly or only occasionally grazed. 3 Poor. <50% ground cover. Fair: 50 to 75% ground cover. Good: >75% ground cover. 4 Actual curve number is less than 30; use CN = 30 for runoff computations. 5 CN's shown were computed for areas with 50% woods and 50% grass (pasture) cover. Other combinations of conditions may be computed from the CN's for woods and pasture. 6 Poor: Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning. Fair: Woods are grazed but not burned, and some forest litter covers the soil. Good: Woods are protected from grazing, and litter and brush adequately cover the soil. (210 -VI -TR -55, Second Ed., June 1986) 2-7 Chapter 2 Estimating Runoff Technical Release 55 Urban HIydrology for Small Watersheds Table 2-2d Runoff curve numbers for arid and semiarid rangelands 11 Curve numbers for Cover description ---- hydrologic soil group ---- Hydrologic condition 21 A W B C D Cover type Herbaceous—mixture of grass, weeds, and Poor 80 87 93 low -growing brush, with brush the Fair 71 81 89 minor element. Good 62 74 85 Oak-aspen—mountain brush mixture of oak brush, Poor 66 74 79 aspen, mountain mahogany, bitter brush, maple, Fair 48 57 63 and other brush. Good 30 41 48 Pinyon-juniper—pinyon, juniper, or both; grass understory. Sagebrush with grass understory. Poor 75 85 89 Fair 58 73 80 Good 41 61 71 Poor 67 80 85 Fair 51 63 70 Good 35 47 55 Desert shrub—major plants include saltbush, Poor 63 77 85 88 greasewood, creosotebush, blackbrush, bursage, Fair 55 72 81 86 palo verde, mesquite, and cactus. Good 49 68 79 84 1 Average runoff condition, and Ia, = 0.2S. For range in humid regions, use table 2-2c. 2 Poor: <30% ground cover (litter, grass, and brush overstory). Fair: 30 to 70% ground cover. Good: > 70% ground cover. 3 Curve numbers for group A have been developed only for desert shrub. 2-8 (210 -VI -TR -55, Second Ed., June 1986) National Flood =lazard Layer FI RMette 27°15'21.54"N A►r•t w+ CD 0 0 5n w Central Self -Storage +fir +l' P I at Project Area .ar 77 re .ter .41.0Po...ro•- �1 • AREA OF MIN 0 250 500 1,000 1,500 Fi i i� So Esri Digits Globe Geliye D agin�„SDA, USGS,tike oGR1D; ItGN Feet 1:6,000 2,000 Geo*pncs.AL �NESASrbus GfyS tser Co4mmy„unity, t 27'14'49.56"N Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) 2000 x 1.455 With BFE or Depth Regulatory Floodway zone AE. AO, AN. VE. as OTHER AREAS OF FLOOD HAZARD 0 OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS [NO SCREEN 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Future Conditions 1% Annual Chance Flood Hazard 2o„ :. Area with Reduced Flood Risk due to Levee. See Notes. Area with Flood Risk due to Levee2one o Area of Minimal Flood Hazard _one x Effective LOMRs Area of Undetermined Flood Hazard 'onsU - Channel, Culvert, or Storm Sewer IIUIHhIlnl Levee, Dike, or Floodwall 20.2 Cross Sections with 1% Annual Chance ar•s Water Surface Elevation — — Coastal Transect *,— Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary •-- Coastal Transect Baseline Profile Baseline Hydrographic Feature Digital Data Available No Digital Data Available Unmapped 4 - This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The base map shown complies with FEMA's base map accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/22/2018 at 4:45:04 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: base map imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Basin Information For: Central Storage Company Total Basin Area Wetland Wetland Buffer / Preserve Total Basin Area (water quality) Impervious Area Roofline/Bldg. Wetland Lakes Pavement/Sidewalk Total Impervious Area Pervious Area Pervious pavement/Stormwater Green Total Pervious Area Percent Impervious Adjusted Soil Storage Calculated SCS Curve Number Time of Concentration Water Quality Calculation 1" xTotal Area x 1.6 (void space) Runoff from 2.5"x %net Impervious - SFWMD criteria Required Water Quality Volume x 1.6 (void space) Wet Detention Multiplier Adjusted Required Water Quality Volume x 1.6 (void space) 0.5 Water quality stage (0.144 weft) Water Quality Stage Central Storage Company No. 2018-017 Drainage Calculations 1.44 ac 0.00 ac 0.00 ac 1.44 ac 0.37 ac 0.00 ac 0.00 ac 0.00 ac 0.37 ac 0.81 ac 0.26 ac 1.07 ac 25.9% 1.75 in 76 10.00 min = 0.19 ac -ft = 0.00 ac -ft 0.19 ac -fl • 1.50 1.5 • 0.29 ac -ft 26.70 ft-NAVD • 27.01 ft-NAVD Stage Storage Calculations for Basin Central Storage Company Land use Category Storage Type Area (ac.) From Elev. To Elev. Cumulative Stage -Storage (ac -ft) 25.00 25.50 26.00 26.50 27.00 27.50 28.00 28.50 29.00 29.50 30.00 Buildings Vertical 0.34 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Stormwater Bottom * .04 (voids) Vertical 0.10 25.00 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 Stormwater Slopes ° .04 (voids) Linear 0.20 25.00 26.50 0.00 0.01 0.03 0.06 0.10 0.14 0.18 0.22 0.26 0.30 0.35 Pervious Pavement * .04 (voids) Linear 0.51 26.50 0.00 0.00 0.00 0.00 0.10 0.20 0.30 0.40 0.51 0.61 0.71 Green Linear 0.26 27.00 27.50 0.00 0.00 0.00 0.00 0.00 0.06 0.19 0,32 0,45 0,58 0,71 Total: 1.41 Totals: 0.00 0.03 0.07 0.12 0.28 0.51 0.80 1.09 1.38 1.67 1.96 7/13/2018 F:12018-017 Freeman Self Storage\04-Calcs12018-017 site info - 20180629 Central Storage, City of Okeechobee, FL Input Report for AdICPR Model ___= Basins Name: Onsite Group: BASE Unit Hydrograph: Rainfall File: Rainfall Amount(in): Area(ac): Curve Number: DCIA(%): Node: Onsite Status: Type: SCS Unit Hydrograph CN Uh256 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 0.000 1.440 76.00 0.00 Onsite ___= Nodes Name: Onsite Group: BASE Type: Stage/Volume Stage(ft) Volume(af) 24.000 25.500 26.000 26.500 27.000 27.500 28.000 28.500 29.000 29.500 30.000 0.0000 0.0300 0.0700 0.1200 0.2800 0.5100 0.8000 1.0900 1.3800 1.6700 1.9600 Base Flow(cfs): 0.000 Init Stage(ft): 24.000 Warn Stage(ft): 26.500 Name: outfall Group: BASE Type: Time/Stage Base Flow(cfs): 0.000 Time(hrs) Stage(ft) 0.00 50.00 73.00 125.00 1000.00 24.000 25.000 26.000 24.000 24.000 Init Stage(ft): 24.000 Warn Stage(ft): 27.500 ___= Drop Structures Name: DS -1 Group: BASE From Node: Onsite To Node: outfall UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 18.00 18.00 Rise(in): 18.00 18.00 Invert(ft): 22.000 22.000 Manning's N: 0.025000 0.025000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure DS -1 Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 24.00 * * * Length(ft): Count: Friction Equation: Solution Algorithm: Flow: Entrance Loss Coef: Exit Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Solution Incs: Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 30.000 30.00 1 Average Conveyance Automatic None 0.500 0.900 Use dc or tw Use do 10 TABLE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 3 Central Storage, City of Okeechobee, FL Input Report for AdICPR Model Rise(in): 36.00 Control Elev(ft): 30.000 *** Weir 2 of 2 for Drop Structure DS -1 *** TABLE Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft): 24.000 Rise(in): 3.00 Control Elev(ft): 24.000 ___= Hydrology Simulations Name: 100YR3D Filename: F:\2018-017 Freeman Self Storage\04-Calcs\2013-015 ICPR\sims\100YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00 Time(hrs) Print Inc(min) 50.000 10.00 100.000 5.00 Name: 10YR1D Filename: F:\2018-017 Freeman Self Storage\04-Calcs\2013-015 ICPR\sims\10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) 10.000 24.000 100.000 10.00 5.00 10.00 Name: 25YR3D Filename: F:\2018-017 Freeman Self Storage\04-Calcs\2013-015 ICPR\sims\25YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) 50.000 100.000 400.000 10.00 5.00 10.00 ___= Routing Simulations Name: 100YR3D Hydrology Sim: 100YR3D Filename: F:\2018-017 Freeman Self Storage\04-Calcs\2013-015 ICPR\sims\100YR3D.I32 Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 50.000 15.000 100.000 5.000 Group Run BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 100.00 Max Calc Time(sec): 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 3 W/ 16' HEADERS — FOR ROLL -UP DOORS BY OTHERS V/ 22' HEADERS — FOR ROLL -UP DOORS BY OTHERS 3'-8' X 8'-0' 8.0. V/ 16' HEADERS — FOR ROLL -UP DOORS BY OTHERS DOUR JAMB 0750300 8'-8' x 8'-0' FINISHED OPENINGS For ROLL -UP DOORS BY OTHERS DOOR JAMB 0750300 2' x 16ga. gale. STRAP ROOF BRACING 4779000 FASTEN w/ (4) 412 x 3/4' S.O. SCREW (9760600) B EACH END 036206 295 x 294 • 295 —3'-8' X 7'-6' F.O. FOR ROLL -UP DOORS BY OTHERS • • 1 / • (1) HOUR (1) LAYE GYPSUM per GYP (U.L. U42 (2) 8' SPEc.. \ SPECI x8 SPE FIRE WALL 3f of 5/8' FIRESTOP y OTHERS) EA. SIDE UM ASSOC. FILE 1206 SEE SHT. (1) HOUR (1) LAYE GYPSUM per GYP (U.L. U42 6 x 8'-0' FINISHED OPENINGS For OLL-UP DOOR'. AT SHEETROC .EIRE WALyS 10' WIDE DEER JAMBS 475 300\w/ ANCHOR EXT. 4778100 IAL 8'-6' LON3 DOOR HEADERS. 47+8'00 / \ • (2) 8' SPEC. SPECI G SPE IRE WALL?F of 5/8' FIRESTUP y OTHERS) EA. SIDE M ASSOC. FILE 1206 ) SEE SHT. 15 6' x 8'-0' FINISHED OPENINIS For L -UP DO 0R AT SHEETROC FIRE WALLS 18: WID0 DEER JAMBS 475 300 w/ ANCH IAL 0'5,6(' LON3 DOOR 80600 S. 4748600 \ / \ 10. 0' 10 0' 10'-0' 50'-0' is -0' 8750300 JAHB 1750300 JAHB 10'•a' 10'-0' 50'-0' \E• / 150'-0' FLOOR PLAN for 60' x 150' MINI -STORAGE BUILDING "A" 1/8"=1'-0" El SIDE WALL ELEVATION 2' x 16ga. gale. STRAP WALL BRACING 1797 w/11) 1/2' BOLT 4642 (1) END 6 14) SCREWS. 4606,THE OTHER REOUIRED AT THE FIRST THREE 10' BAYS ON EITHER ENO, ALSO EVERY TRANSVERSE VALL E CENTER OF BLDG (2 RE0'D AT ENDS AS SH099). FOR ROLL -UP DOORS BY OTHERS FOR ROLL -UP DOORS BY OTHERS 26 ga. COLORED TBS 'A' RIB V. PANEL, 4750531 (4) 36' COVERAGE X e'-2 I/O' LONG PANELS END WALL ELEVATION NOTE: SPECIAL 7' x 2 1/2' x 14ga. galvanized 'Cee' ROOF PURLINS ARE REQUIRED for 401b. ROOF LOAD is/or for THE STANDING SEAM ROOF PANEL OPTION. SPEC. 2' x 4' x l4ga. gals. FORMED EAVE ANGLE 10'-0' LONG 0739102 @ CLOSETS (OR BLANK SIDEWALL) REQUIRED for STANDING SEAM ROOF OPTION 8./or 251b. WIND LOAD 8,/or 401b. ROOF LOAD. NOTE: ADDITIONAL ROOF BRACING IS REQUIRED for THE STANDING SEAM ROOF OPTION AT EVERY THIRD BAY IN LENGTH 0 WITH -IN THE FIRST 10'-0' FROM THE EAVE LINE. CENTRAL STORAGE COMPANY SAMPLE ELEVATION OF BUILDINGS END WALL ELEVATION ACVISI 1 !y 5-3-01 MDZ Dr)000 STORAGE SYSTEM for z xW o-1Ell r3 < 0 (nix O 0 n z0T . O 0 0a a -4o Dote MARCH 13, 2001 0.a." by 1102 Checker by Scale SHOWN Direr ma P-22059 Sheet Na 1 of 15 C E N TRA L£TO t_C() )\*1 PA NY D. \A 1711010. Pnlh a yea 1)' W/10'DRS. Atidv.c 6t//LD/Nc *111 110,5 1BE`Low : t3c4J1. Dliv6 41-3 25' 5C /IL `fit ) 13Lf' Bill FE r1/,/v 863 -6f0 -J378 25 7L 6 xl2.s' w/ 9'r)Rs. BUIL DliV& /P C Li,f?f s&?A/ oES/G1Vro YHE 1wT1ERI6R WALL Pty�l�L.S ARE WOALSTRIAC-TAI® . T ML -V (Au 8E 100'/FO OR, REMOVED. �l 1 6 6///#2,5161x Li- , )Z,S / .1. _ _ ... . . n. -._.t [X1�1 U/f to ORS .N. ,.. .__. l.� W /1DRS. W 9DRS, ------- 961 Floor Plan for each building �i /\ / T 1'i go- 6x12' 72- )2`x 6-/,2'x2‘/' 118 Tol-AL, UNITS EXT, 8778100 DOOR JAMB 2750300 8"-8' x 8•-0' FINISHED OPENINGS for ROLL -UP DOORS BY OTHERS 277550300 JAMB 2' x 1500. gale. STRAP ROOF ERACING 8779800 FASTEN w/ (4) 012 x 3/4' 5.2 SCREW (0760600) 8 EACH END 3'-8' x 8'-0' F.O. W/ 16' HEADERS -- FOR ROLL -UP DOORS BY OTHERS W/ 22' HEADERS — FOR ROLL -UP DOORS BY OTHERS 3'-8' x 8'-0' F.O. W/ 16' HEADERS — FOR ROLL -UP DOORS BY OTHERS x Y. (1) HOUR (1) LATE GYPSUM per GYP (U.L. U42 r FIRE WALL f of 5/8' F ESTOP y OTHERS) A. SIDE UM ASSOC. A. 1206 ) SEE SHT.5 6' x 8'-0' F1 .011 -UP DOOR 18' WIDE D' IAL 8'-6' LON ISHED 0-ENIN AT SHEETROC 0 JAMBS 075 DOOR HEADE S for ..518E WAL),. 300'of AOCH0 S. 874800 / \ (1) HOUR (1) LAYS GYPSUM per GYP (U.L. U42 IRE WALL of 5/8' F y OTHERS) M ASSOC. ) SEE SHT. S•-0' (0'-0' 8750300 JAMB m (750300 JAMB 8'-)' Ir ISHE e'ENINO for .O;,L-UP OOOR4 AT 32007800/ FIRE WALLS 18.' WIDE D JAMBS 472/300 w/ ANCH IAL 8'5f? LON DOOR HEADE S. 8748600 • 50'-0' 10'-0' 50'-0 FLOOR PLAN for 60' x 150' MINI -STORAGE BUILDING 'A" 0 SIDE WALL ELEVATION 294 102 —3'-8' X 7'-6' F.O. FOR ROLL -UP DOORS 8Y OTHERS 2' x !Ego. polo. STRAP WALL BRACING 4797 ./(1) 1/2' BOLT 8642 0) END & (41 SCREWS, 8606.THE OTHER REWIRED AT THE FIRST THREE 10' BAYS ON EITHER END, ALSO EVERT TRANSVERSE WALL 8 CENTER BF BLDG (2 REO'0 Al ENDS AS SH008). 3'-0' .x 7•-11' F.O. FOR ROLL -UP DOORS BY OTHERS —8'-0' x T-6' F.O. FOR POLL -UP DOORS BY OTHERS 26 90. COLORED TBS 'A' RIB WALL PANEL. 0708531 (4) 36' COVERAGE X 8'-2 1/2' LONG PANELS 1/8"=1'-0" END WALL ELEVATION NOTE: SPECIAL 7' x 2 1/2' y. 14ga. galvanized 'Cee' ROOF PURLINS ARE REQUIRED for 401b. ROOF LOAD 8/or for THE STANDING SEAM POUF PANEL OPTION. SPEC. 2' x 4' x 14go, gale. FORMED EAVE ANGLE 10'0' LONG 2739102 @ CLOSETS (OR BLANK SIDEWALL) REQUIRED For STANDING SEAM ROOF OPTION 8/or 251b. WIND LOAD 8/or 401b. ROOF LOAD. NOTE: ADDITIONAL ROOF BRACING IS REQUIRED for THE STANDING SEAM ROOF OPTION AT EVERY THIRD BAY IN LENGTH 8 WITH -IN THE FIRST 10'-0` FROM THE EAVE LINE. CENTRAL STORAGE COMPANY SAMPLE ELEVATION OF BUILDINGS END WALL EL EVA TION Arv,SION by 5-3-01 MDZ TRACHTE BUILDING SYSTEMS. Inc ul] 000 MINI STORAGE SYSTEM for Gam w¢0 o0 o U oz 00 x 0. o co z 0 F co -5 z a 00 0 o G Dote MARCH 13. 2001 L ra.n by MDZ Checked by Sco'e SHOWN ceder No. P-22059 S hoat Na 1 of 15 Central Storage, City of Okeechobee, FL Input Report for AdICPR Model Name: 10YR1D Hydrology Sim: 10YR1D Filename: F:\2018-017 Freeman Self Storage\04-Calcs\2013-015 ICPR\sims\10YR1D.I32 Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 10.000 24.000 100.000 15.000 5.000 15.000 Group Run BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 100.00 Max Calc Time(sec): 60.0000 Boundary Flows: Name: 25YR3D Hydrology Sim: 25YR3D Filename: F:\2018-017 Freeman Self Storage\04-Calcs\2013-015 ICPR\sims\25YR3D.232 Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 50.000 100.000 400.000 15.000 5.000 10.000 Group Run BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 400.00 Max Calc Time(sec): 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 Central Storage, City of Okeechobee, FL Basin Summary Report for AdICPR Model Basin Name: Onsite Group Name: BASE Simulation: 100YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.440 Vol of Unit Hyd (in): 1.000 Curve Number: 76.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 5.602 Runoff Volume (in): 7.004 Runoff Volume (ft3): 36612.192 Basin Name: Onsite Group Name: BASE Simulation: 10YR1D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 5.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.440 Vol of Unit Hyd (in): 1.000 Curve Number: 76.000 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 2.568 Runoff Volume (in): 2.535 Runoff Volume (ft3): 13249.144 Basin Name: Onsite Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 9.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.440 Vol of Unit Hyd (in): 1.000 Curve Number: 76.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 4.928 Runoff Volume (in): 6.074 Runoff Volume (ft3): 31747.723 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Central Storage, City of Okeechobee, FL Node Maximum Report for AdICPR Model Name Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Onsite BASE 100YR3D 73.01 28.080 26.500 0.0050 25265 60.00 5.573 0.00 outfall BASE 100YR3D 73.01 26.000 27.500 0.0007 0 0.00 0.000 0.00 Onsite BASE 10YR1D 13.26 26.443 26.500 0.0050 8554 12.08 2.509 13.13 outfall BASE 10YR1D 73.00 26.000 27.500 0.0007 0 13.13 0.347 0.00 Onsite BASE 25YR3D 62.56 27.206 26.500 0.0050 19317 60.00 4.901 61.35 outfall BASE 25YR3D 73.00 26.000 27.500 0.0007 0 61.35 0.305 0.00 0.000 0.000 0.347 0.000 0.305 0.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Central Storage, City of Okeechobee, FL Node Maximum Report for AdICPR Model Name Max Time Max Max Max Time Max Max Time Max Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft DS -1 BASE 100YR3D 0.00 0.000 0.000 0.00 0.000 0.00 0.000 DS -1 BASE 1OYR1D 13.13 0.347 0.009 13.26 26.443 73.00 26.000 DS -1 BASE 25YR3D 61.35 0.305 -0.009 62.56 27.206 73.00 26.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Staff Report Site Plan Review Self -Storage Facility at 119 NW 8th Street Prepared for: The City of Okeechobee Applicant: William H. Freeman Petition No.: 18 -004 -TRC Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC GENERALINFORMATION Owner/Applicant William H. Freeman Owner/ Applicant Address 1989 SW 37th Av. Okeechobee, FL 34974 Site Address 119 NW 8th Street Okeechobee, FL 34972 Contact Person Steven L. Dobbs, Consultant Contact Phone Number 863-824-7644 Contact E-mail sdobbs@stevedobbsengineering.com LEGAL DESCRIPTION OF THE PROPERTY Parcel Identification Number: 3-15-37-35-0010-00580-0110 Legal Description: LOTS 11 AND 20 INCLUSIVE OF BLOCK 58, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SUBJECT TO RESERVATIONS OF RECORD. GENERAL DESCRIPTION The site is located on the east side of NW 2nd Avenue between NW 7th and 8th Streets. The project involves the removal of all improvements on the site except for the telecommunications tower on the leased portion of the site. The redevelopment involves 1.44 acres of the 1.60 -acres site as an unmanned, electronically accessed, 24-hour, drive -up storage facility. Five new single -story, clear span buildings will be constructed in a symmetrical design. Storage bay doors are located along the front, back and sides of each building and all doors open directly to the outside. No storage of any kind will be permitted outside the buildings. Access to the storage units will be available on a 24/7 basis. The rental/administrative functions will be in an off-site office; as such there will be no on-site employees. The property is designated Industrial on the Future Land Use Map and is zoned IND, Industrial. ptanni:.ng Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC CURREN1NFUTURE LAND USE, ZONIN1Cla'$a' CSTIII G,LAND;U?SE.C- ISA ^ CTERIISTIICS Existing Future Land Use Industrial Zoning District Use of Property Land Area IND, Industrial Former warehouse & Ofc. Bldgs. and leased area for telecommu- nications tower 1.60 ac. (69,696 sf) Proposed Industrial IND, Industrial Telecommunications tower on 0.16 ac. and Self -storage facility on 1.44 acres 1.60 ac. (69,696 sf) ADJACENT FLUJMI LASSIIFIi ATIIO)NIS„ ZONIING3 A D EXESTIING L NID USE North East South West Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use Industrial IND, Industrial Train Depot. Commercial CHV, Heavy Commercial Car lot, U -Haul & Computer Repair, Vacant lot, Vacant Building Commercial CHV, Heavy Commercial Vacant lot and Motel Industrial IND, Industrial Feed Mill Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. ADEQUACY OF PUBLIC FACILITIES POTA[LE WATER ND SANITARY SEWER: The Applicant stated that potable water is, and will continue to be, provided by the Okeechobee Utility Authority (OUA). Since this is an unmanned site with no restrooms, water fountains, spigots or other facility for the dispensing or use of potable water, there should be no demand for potable water or wastewater treatment other than in the event of fire. 2 Staff Report Applicant's Name: William H. Freeman Site Plan Review Petition No. 18 -004 -TRC SOLID WASTE DISPOSAL: A dumpster area is indicated in the drive aisle northeast of Storage Building #5, just outside of the southeastern corner of the telecommunications tower site . DRAINAGE: The Engineer's Report accompanying the Application addresses drainage, water quality and water quantity. TRAFFIC GENERATION, ACCESS, EGRESS, AND INTERNAL CIRCULATION: TRAFFIC GENERATION: The Applicant has submitted an estimate of traffic generation for the facility based on the 6th Edition, ITE trip generation factor code 151 (Mini -warehouse). His conclusion is that the proposed facility will generate about 40 trips per day with four during the PM peak hour. We have looked at the ITE 9th edition and agree with the Applicant's conclusion. Such traffic levels are not expected to adversely affect traffic flow into or out of the facility or on local roads. INGRESS AND EGRESS: Access to the site is afforded 24/7 to and from NW 2nd Avenue via two, 28 -foot wide, asphalt driveways through electronically -activated, gates. INTERIOR CIRCULATION: Unencumbered Interior circulation is provided throughout the site by a series of 30 -foot wide, drives comprised of permeable paving. LOADING ZONE Sec. 90-513(2), requires one 10' by 30' loading space for industrial uses of 5,000 to 25,000 sf of floor area. The site plan shows one marked 14' by 30' loading space in the drive aisle between Building 1 and the telecommunications tower site. • 11 • . • 1 • ' • • • . 1 . 1 1 r 11 - 1 . • 1 . 1 1.1 •1.1• Regulation Required Provided Min. Lot Area & Width [90-345(1)] As needed to comply with other applicable LDR requirements Lot area is more than adequate. Min. FY Setback (NW 2nd Av.) [§90-345(2)] 25 feet All Building are set back 25 feet. Min. 2ndary FY SB (NW 8th St.) [§90-447] 75% of 25 = 18.75 feet All Building are set back 25 feet. Min. 2ndary FY SB (Nw 7th St.) [§90-447] 75% of 25 = 18.75 feet All Building are set back 25 feet Min. RY Setback (West) N90-345(2)] 20 feet All Building are set back 25 feet LaEZuc ptarnnmg 3 Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC Regulation Required Provided Max. Lot Coverage [§90-345(3)] 50% 25% Max. Impervious Surface [§90-345(3)] 85% Applicant calculates 80%. Even though the Applicant's calculation does not include the base upon which the telecommunications tower is situated, it is unlikely the total will exceed the allowable 85%. Max. Height [§90-345(4)] 45 feet Single-story,less than 45 feet Minimum Driveway Width [§90-511(d)(2)a] 24 feet 28-30 feet Off- street Parking Industrial, Warehouse [§90-512 (5)] 1 space/1,000 sf up to 20,000 sf 15,850 sf indicates the need for 16 parking spaces, one of which should be for the handicapped. No marked parking spaces are provided. The Applicant states that each tenant will be parking in front of his/her unit. I assume this is during visits to load or unload stored items. This is fairly typical, provided no boats, trailers or RVs are stored in the drive aisles. Parking space size [§90-511(b)] Standard spaces: 9' by 20' feet Handicapped space: 12' x 20' + 5' aisle No spaces are shown. Applicant states that clients will park in front of their respective units when loading or unloading. All units will have unimpeded access to the interior for handicapped clients. Off-street Loading [§90-513(2)] One 10' by 30' loading space is required. One 14' x 30' space is shown on just north of the tower site in the 30' drive aisle south of building 1. Lak, pl:arjnwg 4 Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC Regulation Required Provided 1 tree and 3 shrubs/3,000 sf of Minimum lot area. Landscaping [§ 90-532] The self -storage development encompasses 62,726 sf _ 3,000 24 trees and 226 shrubs = 21 trees and 63 shrubs. Landscaping for (1) 18 sf of landscaping required There are no designated parking and Vehic- per required parking space. parking spaces. The vehicular ular use areas None required. use area is comprised entirely [§ 90-533] (2) One tree per 72 sf of of the interior drives. Vehicular use areas required landscaping. containing eight or None required. more parking spaces or containing an area (3) Shade trees must be greater than 2,400 planted no more than 20' on square feet shall centers. provide perimeter and None required. interior landscaping... (4) Two feet of landscaping No landscaping is provided. required between buildings and Building elevation drawings structures and vehicular use indicate that bay doors are areas. located along all faces of the Required. buildings directly adjacent to the access drives. (5) Min. dimension of other land- scaped areas must not be less than 4' except adjacent to on-site buildings. Not applicable. (6) One landscaped island at least 5' by 15' w/at least one tree must be provided for each 10 required parking spaces w/a maximum of 12 uninterrupted parking spaces in a row. Not applicable. LaKur. ptanni;ng 5 Staff Report Applicant's Name: William H. Freeman Site Plan Review Petition No. 18 -004 -TRC Regulation Required Provided Landscape buffer areas [Sec. 90-534,0)] [Sec. 90-534,(2)] (1) 10' buffer required along street frontages (less driveways) and 2' along interior property lines. The site plan shows about 775 linear feet of street frontage along NW 2nd Av. and NW 7th and 8th Streets, less 56' of driveway indicates 719 feet of street frontage with a 10 -foot buffer = 7,190 sf of street buffer area. times 10' et buffer area. At 1 tree and 3 shrubs for each 300 sf of landscaped buffer area, indicates 24 trees and 72 shrubs needed along street rights -of - ways. There are also about 490 linear feet along the north property line requiring 2 -foot buffers for a total of 980 sf of additional land- scaped buffer area. Therefore, 3 trees and 10 shrubs are needed along the east interior property line. Trees may be clustered but must not exceed 50 feet on center for buffers abutting a street. The LDRs include no exemption to the minimum landscaping requirement for industrial uses. All three street frontages require the 10- foot landscaped buffer. The one interior lot line requires the 2' landscaped buffer. Applicant has provided no trees along the NW 7th and NW 8th Street frontages. Rather, three trees will be located between the leased telecommunications site and Storage Building 3, with all of the remaining trees to be planted along the NW 2nd Avenue frontage. While trees are required along all roadway frontages, not just the roadway providing access to the property, § 90-539 provides the opportunity for the Applicant to demonstrate that landscape requirements can more effec- tively be met by an alternative plan. At a minimum, three more trees are required. Other Requirements and Considerations Sidewalks: Sec. 78-36(a)(1) requires that all projects (except for an individual single- family home) where the land adjoins a collector or arterial street or city right-of-way, provide sidewalks adjacent along each such street or right-of-way. However, it appears from aerial photography of adjacent developed properties that no sidewalks have been required in this area. Lighting Pian: A photometric lighting plan has been provided in conformance with §78-71(A)(5). 6 planning Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC Recommendation Based on the foregoing analyses, we recommend approval of the site plan with the following stipulation: • The Applicant provides the required landscaping along all street frontages and interior property lines; or, the TRC determines that the Applicant's alternative landscape plan will be more effective than strict application of the landscaping requirements. In any event, the Applicant should provide at least three more trees. Submitted by: Wm. F. Brisson, AICP Sr. Planner, LaRue Planning Submitted: September 12, 2018 TRC Hearing date: September 20, 2018 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs LaRue pfanrung 7 FUTURE LAND USE Subject Site and Environs Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC r. Li NW 7th St. COMPREHENSFVE PLAN LAND USE SNGLE - FAMILY AI MULTI - FAMILY J COMMERCIAL INDus-TRIAL PUBLIC. FACILITIES RESIDENTIAL MIXED 'IJE NE 7th St. bar Manning 8 Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC ZONING Subject Site and Environs 48 1 gth-SE NW 7th St. - NE 7th S 'ZONING • — • I GI•i'T Cl#41/ .ZrZeter.' P4tOrtIQN.LL t•• 16: ti • rtIG IN:, • •dr, •*1 AL n4,J - ;LItLIt. PAC ILMECi ,',V,11 Extr, PLin•-• 2k+ir st/E f.: CENTIAL.LIL M •17, Ec. ICE sTIAL MOVLE 4JE fr4 vPr.111.' r 'II" A 1 r.,'•44:LPFAVI t4g31Dtki I AL tea FA _. • NE 6th St LA.?. ptanning 9 Staff Report Site Plan Review Applicant's Name: William H. Freeman Petition No. 18 -004 -TRC AEROAL PHOTOGRAPH SHOWING EXDSSTI G LAID USES ,oT.1 flagrefiralSial 4111111111 liminvorPriP L Rue ptanni'ng 10