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2016-03-17MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, MARCH 17, 2016, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3" Avenue Okeechobee, Florida 34974 Page 1 of 4 I. CALL TO ORDER — Chairperson. The March 17, 2016, Technical Review Committee 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 Jeffrey Newell - Present Police Chief Denny Davis - Present Fire Chief Herb Smith —Absent (Lieutenant Conroy in attendance) Public Works Director David Allen - Present Non -Voting Ex -Officio Members: City Attorney John R. Cook - Absent (with consent) City Planning Consultant Bill Brisson - Present City Civil Engineering Consultant - Attendance not requested County Environmental Health Department Representative Doug McCoy - Absent (with consent) OUA Executive Director John Hayford — Present (entered Chambers at 10:03 a.m.) School District Representative - Absent Committee Secretary Patty Burnette - Present III. AGENDA — Chairperson. Chairperson Montes De Oca asked whether there were any requests for the 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 regular meeting held February 18, 2016, seconded by Public Works Director Allen. Motion carried unanimously. V. NEW BUSINESS — Chairperson. A. Site Plan Review Application No. 16 -001 -TRC, second review, in regards to converting an existing 8,279 square foot building (formerly used as a bank) into a proposed restaurant with outdoor dining (occupying the drive-thru of the former bank), associated parking, and to request an 18.6 percent parking reduction, on approximately 1.858 acres, located at 1506 South Parrots. Avenue, Okeechobee, FL. (U.S. Highway 441 South), Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Rat Book 1, Page 17, Public Records of Okeechobee County Florida, - Senior Planner. Planning Staff Report: Planner Brisson explained the property owner, Mr. Raymond Arrants, is proposing to modify the former TD Bank building to accommodate a restaurant using 5,403 square feet for in -door dining TRC - March 17, 2016 - Page 2 of 4 V. NEW BUSINESS CONTINUED. Site Plan Review Application No. 16 -001 -TRC, second review continued. and 2,280 square feet for out -door dining (which will occupy the former drive-thru banking area) for a total floor area of 7,683 square feet. The site is provided potable water and sewer service by Okeechobee Utility Authority (OUA). The demand for services is expected to exceed the former bank use. Taking this into account, the applicant should obtain a letter from OUA documenting there is adequate capacity and facilities. The County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs. Drainage calculations were provided and as a result of increased on-site parking, the extent of impervious surfaces has increased, although still within the maximum allowed. Total traffic generated from the proposed use would be considerably less than calculated for the former bank and will not burden the City's roadway system. The revised parking plan is greatly improved over the original submission. On-site there are 78 (90 -degree) parking spaces, of which four are designated handicap, two are angled, and three are parallel. Based on the total floor area, 102 spaces are required. However, in addition to the 83 on-site parking spaces, there are 24 on -street paved parking spaces located along Southwest 2nd Avenue between 15th and 16th Streets (immediately to the West of the site). The applicant is requesting a recommendation for a parking reduction and to use 19 of the 24 on -street parking spaces toward the required total. The front of the building faces East, with 11 parking spaces along the front of the building and 21 parking spaces at the East boundary line (facing South Parrott Avenue). The south -side of the site has eight parking spaces located along the south -side of the building. At the South boundary line (facing Southwest 16th Street, starting at the southeast corner) there are four parking spaces, a 30 -foot wide ingress/egress entrance driveway, then 11 parking spaces and a 12 -foot wide egress (exit) only driveway. The West side of the site has the outdoor dining area. Ten parking spaces are located north of the outdoor dining (five along the building) and eight parking spaces located south of the outdoor dining (four along the building). On the West boundary line (facing Southwest 2nd Avenue) are the two angled parking spaces (at the Southwest corner) and the designed area for the garbage dumpster. Then at the North boundary Idle (facing Southwest 15th Street) is a 10x30 -foot designated loading space, a parallel parking space, a 30 -foot wide ingress/egress entrance driveway, then two parallel parking spaces. Vehicles can access any parking space by driving in a counter -clock wise direction on- site. The dimensional standards review appears to meet the requirements. While the amount of impervious surfaces has been increased, it remains below the maximum allowable and the Engineer's Report addresses the drainage situation. The site plan shows a sufficient number of landscaped parking islands and the extensive vegetation and landscaping on the site remains adequate. In conclusion, Mr. Brisson is recommending approval of the site plan, as submitted, with the following stipulations: an explanation satisfactory to the TRC is given that the parallel space on the east side closest to the Southwest 15th Street driveway is safe and convenient with respect to entering and leaving the parking space; and one more handicapped parking space is provided, either on-site or in the on -street parking along Southwest 2nd Avenue. Mr. Steven Dobbs of SLD Engineering, LLC, and Mr. Wes Abney of Abney Building & Consulting, Inc. were present on behalf of Mr. Arrants. Addressing the stipulations recommended by Planner Brisson, Mr. Dobbs commented it would not be a problem to add another handicap space to the site. A brief discussion followed regarding the parallel space located at the northeast corner of the North boundary line (facing Southwest 15th Street) and no concerns were noted. TRC - March 17, 2016 - Page 3 of 4 V. NEW BUSINESS CONTINUED. Site Plan Review Application No. 16 -001 -TRC, second review continued. Mr. Abney added he discussed the water and drainage of the kitchen equipment areas with OUA Director Hayford and would be providing him drawings to review. County Environmental Health Department: No issues were received. OUA: Mr. Hayford noted he was in discussions with the property owner regarding the water, irrigation and meters. Public Works: No issues were received. Police Department: No issues were received. Building Official: No issues were received, Fire Department: Lieutenant Conroy read into the record some comments and questions submitted by Fire Chief Smith. They are as follows: • The dining area is a "typo" where the kitchen is located? • The area immediately on the exterior side of the exit door located in the kitchen: the plans show a square area (not the screen around the smoker) that appears to be possibly a wall or a concrete pad? If this area is not enclosed, then is it acceptable by the health department to move food from the smoker area, in order to take food inside kitchen? Please keep in mind that this exterior door is the only nearby exit for employees from the kitchen so it needs to meet any separation requirements from the smoker area. Proper separation should be considered when establishing gas tanks or gas connections. • The outside dining area: What type of barrier will this have if any? If there is a barrier, then egress shall be required. What is the occupant load of this area? If it exceeds 50, then additional requirements may be required such as an additional egress if barriers are present. Contractor should keep in mind that the door leading to this area could be used in an emergency whereas the immediate area shall require proper distance and adequate "clear space" for occupants leaving the structure. • The fire hydrants appear to be adequate in regards to location and water flow. • Builder should keep in mind the vertical clearance for any emergency vehicles or trash trucks. Chairperson Montes De Oca inquired whether the additional parking area would continue with a "d curb" or edged pavement with wheel stops tying into the existing curb. He further commented the grades need to be shown on the plans to ensure there is access and more than two percent for ADA requirements on the proposed west side sidewalk. He asked for clarification, regarding the total square footage listed on the application being different than the amount listed on the Okeechobee County Property Appraiser's website. Mr. Dobbs responded all areas inside of the building were included as well as the smoker (outside cooker) area. The reason for the difference may be the Property Appraiser's website includes over hangs in their calculations. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. There were none. Chairperson Montes De Oca asked Committee Members to disclose for the record whether they had spoken to anyone else regarding the application or visited the site. He disclosed he had conversations with and texted Mr. TRC - March 17, 2016 - Page 4 of 4 V. NEW BUSINESS CONTINUED. Site Plan Review Application No. 16 -001 -TRC, second review continued. Dobbs, Mr. Abney and Mr. Corey Penrod with Penrod Construction Company as well as Mr. Hayford regarding the project. There were no other disclosures. Motion and second offered by Police Chief Davis and Budding Official Newell to approve Site Plan No. 16 -001 -TRC, second review, converting an existing 8,279 square foot building (formerly used as a bank) into a proposed restaurant with outdoor dining (occupying the drive-thru of the former bank), associated parking and recommend the City Council approve up to a 19 percent parking reduction; on approximately 1.858 acres, located at 1506 South Parrott Avenue, Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Plat Book 1, Page 17, Public Records of Okeechobee County, with the following contingencies: 1. Verify the grades on the sidewalk located on the west side of the building are ADA compliant. 2. If parking areas are to be curbed, the plans are to indicate this appropriately. 3. Clarification by Staff regarding the calculations for handicap parking spaces. 4. Adherence to questions and comments submitted in writing from Fire Chief Smith: • The dining area is a "typo" where the kitchen is located? • The area immediately on the exterior side of the exit door located in the kitchen: the plans show a square area (not the screen around the smoker) that appears to be possibly a wall or a concrete pad? If this area is not enclosed then is it acceptable by the health department to move food from the smoker area in order to take food inside kitchen? Please keep in mind that this exterior door is the only nearby exit for employees from the kitchen so it needs to meet any separation requirements from the smoker area. Proper separation should be considered when establishing gas tanks or gas connections. • The outside dining area: What type of barrier will this have if any? If there is a barrier then egress shall be required. What is the occupant Toad of this area? If it exceeds 50 then additional requirements may be required such as an additional egress if barriers are present. Contractor should keep in mind that the door leading to this area could be used in an emergency whereas the immediate area shall require proper distance and adequate "clear space" for occupants leaving the structure. • The fire hydrants appear to be adequate in regards to location and water flow. • Builder should keep in mind the vertical clearance for any emergency vehicles or trash trucks. 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 10:17 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 ieed 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 Pa M. Burnette, Secretary blitatt, CITY OF OKEECHOBEE MARCH 17, 2016 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: March 17, 2016 Technical Review Committee Meeting, 10:00 a.m. II. STAFF ATTENDANCE - Secretary Administrator Montes De Oca Building Official Newell Chief Davis Chief Smith Engineer Public Works Director Allen Non - Voting Ex- Officio Member: Attorney Cook County Health Department McCoy OUA Executive Director Hayford Senior Planner Brisson School Representative Secretary Burnette Present Absent III. AGENDA — Chairperson. A. Requests for the deferral or withdrawal of items on today's agenda. n O2e_.__. IV. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the February 18, 2016, regular meeting. 2�,t1Q ''? moved to dispense with the reading and approve the Summery of Technical Review Committee Minutes for the February 18, 2016, regular meeting; seconded by VOTE YEA NAY ABSTAIN ABSENT Allen LT. C'br ray Position vacant at this time v ✓ Montes De Oca ✓ 4 I D .03 Newell ✓ III. AGENDA — Chairperson. A. Requests for the deferral or withdrawal of items on today's agenda. n O2e_.__. IV. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the February 18, 2016, regular meeting. 2�,t1Q ''? moved to dispense with the reading and approve the Summery of Technical Review Committee Minutes for the February 18, 2016, regular meeting; seconded by VOTE YEA NAY ABSTAIN ABSENT Allen Davis ✓ Montes De Oca ✓ Newell ✓ V. NEW BUSINESS - Chairperson. A 4-0 io u,n A Lt lei Peal (edu! • Site Plan Review Application No. 16- 001 -TRC, second review, in regards to converting an existing 8,279 square foot former bank building into a proposed restaurant with outdoor dining occupying the former drive -thru banking area, associated parking, and to request a 18.6 percent parking reduction, on approximately 1.858 acres, located at 1506 South Parrott Avenue, Okeechobee, FL. (U.S. Highway 441 South), Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Plat Book 1, Page 17, Public Records of Okeechobee County Florida, - Senior Planner. 1. Hear from Planning Staff. And a hnq 1 re vis)rnc ,�� ��ce. 13t.1 I .1 kea_s-f• of drtVe,Wail �a �-- a 5 � f ,e PO / On 15� hre - Core a c ce 1 s S pa,l . CD CO I rJQ(L2�te ( Space. p 0 �.tm 25Ve -t hC r t'cc�p fQ ,�r 'ea,. 1 GlC�#C� (�'� �, p 4GLQ4 ati handre�� 1 eq;slu m� 1 5 based co cola S at srPqu mLenF Cl_S SU fm f n CLpio li ca rq- is P rn loo_ bal loos 1 i),9 r( rt O.5t -Lil tc vof? `_Arl . prviny ` v 2 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 16- 001 -TRC continued. 3 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 16- 001 -TRC continued. 2. Hear from City Staff. L4. 00 rd read til.ft) rerorclyC'.Qn.c f 5wi r 11 's lam- vpvteLkii- 4C Clan u. M bb — g 7c1 scE vs C\ Qa `� tei .73 IS Inclica4ect 0 In pa) z( ICLAACUs Pro s ha n c 6 o-`re);`,' _fin ra-f ZJ2�" r� �� �tans (D t ,1n ( to cuCt i (J )Q h Q. C CU s5 � {l cvn w U��� 1 4(),( �t�i 4r�tr� " " battc .t�`44 -- D 1 �; bl2,N1 S I f'h ,'s &-t ( o11 i�u✓�.�(�f `'pa : � ,� o rior �Q' " � he C ►� F rt Lag h e ern ,�`5 �: �ci-r s Cut e Qd Lon s �� �, ►n ? e o aU Q.�r 4 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 16- 001 -TRC continued. 3. Hear from Property Owner or Designee /Agent – Steven Dobbs. ` -eve Dbb a federal A A la.�0� s 1�s lit WC t% ttd (�a SioaCcs KS rec(L.ar(?c( Spay -�.S , SI f U rl h .�zrr� +v p ov Iola -- OAP a del w t t) j u s -r ��L �C�t0. �.�-�' � poi- tt,�,.� 6� 1enci as cu + 3 r 4 ol axt-� it `t 5'h�u..t cL bra ry 0 ecl. ct c S �� r�c(� doe ° " Cpl :c r.tr r >'o.s r o t v\ RA-AA-1'6'4 4 — taLis1. O- PP .3 d- s C�oV �'KL ►��`` r A.omeshc o��of 5rea- toe, it �. • t�s 1 l (JC h.t c.�ra ,1,s 0 11 SA,0 t Insr9 5 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 16- 001 -TRC continued. 4. Public comments or questions from those in attendance, or submitted to the Committee Secretary. .l (9-12L_ 5. Disclosure of Ex -Parte Communications by the Committee. M DO — Vf w -e 3, on t v 4—ai d s p o►ce i E k J of n i-{n,i cid 6. a) Consideration of a motion to approve or deny the application with/without contingencies. Motion and a second offered by 1)Gt4/ t S and w e-w0 1 to approve /deny the second site plan review in regards to converting an existing 8,279 square foot former bank building into a proposed restaurant with outdoor dining occupying the former drive -thru banking area, associated parking, and to request a 18.6 percent parking reduction, on approximately 1.858 acres, located at 1506 South Parrott Avenue, Okeechobee, FL. (U.S. Highway 441 South), Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Plat Book 1, Page 17, Public Records of Okeechobee County Florida, with the following conditions: A cofnl'1�0.a11 ,.-- are- �� -r�D Coynare- � 3 J � e ta_r__ .� ��evn -�-�` k �yl � rov + c�2 a� • Ai e n t ' ��a rtu l s G� rc c-4act s vs 9 n. red 6vt r -egi.c red `� rt g �a 5 pcxa s ,, exn(1 11) acorn co-L( ( of tLp p Icy 6 1/101 )Lizor) cir sss V. NEW BUSINESS - continued. A. Site Plan Review Application No. 16-001-TRC continued. b) Committee discussion. c) Vote on motion. VOTE YEA NAY ABSTAIN ABSENT Allen Davis Montes De Oca Newell Smith APPROVED DENIED 4 If e cpmm *P r(i 1 k (wick, -bv (Q " pc rx,G &I re( t t cc VI. ADJOURNMENT — Chairperson. There being no further items on the agenda, Chairperson M 13v adjoumed the Technical Review Committee Meeting at ! L i a.m. Re: 16. 001-TRC Lightsey's Restaurant Inc. — Ray Arrants Motion and second by Police Chief Davis and Building Official Newell to approve Site Plan No. 16- 001 -TRC, second review, converting an existing 8,279 square foot building (formerly used as a bank) into a proposed restaurant with outdoor dining (occupying the drive -thru of the former bank), associated parking and recommend the City Council approve up to a 19 percent parking reduction; on approximately 1.858 acres, located at 1506 South Parrott Avenue, Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Plat Book 1, Page 17, Public Records of Okeechobee County, with the following contingencies: 1. Verify the grades on the sidewalk located on the west side of the building are ADA compliant. 2. If parking areas are to be curbed, the plans are to indicate this appropriately. 3. Clarification by Staff regarding the calculations for handicap parking spaces. 4. Adherence to questions and comments submitted in writing from Fire Chief Smith: • The dining area is a "typo" where the kitchen is located? • The area immediately on the exterior side of the exit door located in the kitchen: the plans show a square area (not the screen around the smoker) that appears to be possibly a wall or a concrete pad? If this area is not enclosed then is it acceptable by the health department to move food from the smoker area in order to take food inside kitchen? Please keep in mind that this exterior door is the only nearby exit for employees from the kitchen so it needs to meet any separation requirements from the smoker area. Proper separation should be considered when establishing gas tanks or gas connections. • The outside dining area: What type of barrier will this have if any? If there is a barrier then egress shall be required. What is the occupant load of this area? If it exceeds 50 then additional requirements may be required such as an additional egress if barriers are present. Contractor should keep in mind that the door leading to this area could be used in an emergency whereas the immediate area shall require proper distance and adequate "clear space" for occupants leaving the structure. • The fire hydrants appear to be adequate in regards to location and water flow. • Builder should keep in mind the vertical clearance for any emergency vehicles or trash trucks. Motion carried unanimously. CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA MARCH 17, 2016 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3RD AVENUE OKEECHOBEE, FLORIDA 34974 I. CALL TO ORDER MARCH 17, 2016, 10:00 a.m. - Chairperson. II. STAFF ATTENDANCE - Secretary. Voting Members: Non - Voting Ex- Officio Member: David Allen, Public Works Director Denny Davis, Police Chief Marcos Montes De Oca, City Administrator Jeffery Newell, Building Official Herb Smith, Fire Chief Bill Brisson, Senior Planner, LaRue Planning and Management John Cook, City Attorney John Hayford, Okeechobee Utility Authority Doug McCoy, Okeechobee County Health Department School Representative Patty Burnette, Secretary III. AGENDA - Chairperson. A. Requests for the 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 February 18, 2016. V. NEW BUSINESS — Chairperson. A. Site Plan Review Application No. 16- 001 -TRC, second review, in regards to converting an existing 8,279 square foot former bank building into a proposed restaurant with outdoor dining occupying the former drive -thru banking area, associated parking, and to request a 18.6 percent parking reduction, on approximately 1.858 acres, located at 1506 South Parrott Avenue, Okeechobee, FL. (U.S. Highway 441 South), Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Plat Book 1, Page 17, Public Records of Okeechobee County Florida, - Senior Planner. 1. Hear from Planning Staff. 2. Hear from City Staff. 3. Hear from Property Owner or Designee /Agent — Steven Dobbs. 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) Consideration of a motion to approve or deny the application with /without contingencies. b) Committee discussion. 1 c) Vote on motion. VI. ADJOURNMENT — 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 1IDEPENDENT NEWSMEDIA INC. USA is? Okeechobee s :A ;�`� =- t�&,�,f fir' 107 SW 17th Str/ - Suktp61 T Okeechobee, F1 r' a 34974 1 4 '-7T STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a .1t4-6L/C) (Yl > in the matter of in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of 310 j/c, Affiant further says that the said 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 of lant 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 sl bscribed b fore me this Il t day of TI(16AC oZ() 1 / 6 AD Notary Public, State of Florida at Large cam.,/ / rk�� icy - = MY COMM SSION # EE 177653 trod ' ',.• , e, ` Bonded Thliu Notary Public Underwriters 863- 763 -314 1 PUBLIC NOTICE TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE I5 HEREBY-GIVEN that the City of Okeechobee Technical Re- view Committee (TRC) Will conduct a regular meeting on Thu, Mar -17 2016, at 10 AM, or as soon thereafter as possible at City Hall, 55 SE 3rd Ave, Rm 200, Okeechobee, FL The public Is Invited and encouraged to at- tend. The agenda may be obtained from atyofokeechobee.com or by calling the General Services office, 863- 763 - 3372 x218. ANY PERSON DECIDING TO APPEAL any decision made by the TRC .wl h respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding Is made and the record Includes the testi- mony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Ad (ADA), any person with a disability as defined by the ADA, that needs special accommodation to parttdpate In this proceeding, contact the General Services Department no later than two business days prior to proceeding, 863- 763-3372. BE ADVISED that should you Intend to show any document, picture, video or Items to the TRC in support or opposition to any item on the agenda; a copy of the document, picture, video, or item MUST be provided to the Commttee Secretary for the Oty s records. 4y: at ON ndn1806 Marcos Mantes De Oca Staff Report Site Plan Review, Revised Prepared for: The City of Okeechobee Applicant: Lightsey's Restaurant Inc.— Raymond Arrants Petition No.: 16- 001 -TRC, Rev. 3/9/2016 �� �' t Planning & Management Services, Inc. 1375 Jackson Street, Suite 206 Fort Myers, Florida 2239-334-3366 Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant: Lightsey's Restaurant, Inc.— Raymond Arrants Petition No.: 16- 001 -TRC GENERAL INFORMATION Owner Owner Address Applicant Applicant Address Site Address Contact Person Contact Phone Number D Bank, .N. 1700 Horizon Way Mount Laurel, NJ 08054 Lightsey's Restaurant, Inc. — Raymond Arrants 399 SW 18th Street Okeechobee, FL 34974 1506 South Parrott Avenue Steven L. Dobbs (Engineering Consultant) (863) 824 -7644 LEGAL DESCRIPTION OF SUBJECT PROPERTY SOUTH OKEECHOBEE (PLAT BOOK 1 PAGE 12) LOTS 1, 2, 7 & 8, BLOCK 28 AND FIRST ADDITION TO SOUTH OKEECHOBEE (PLAT BOOK 1 PAGE 17) LOTS 3, 4, 5, 6, 9, 10, 11 & 12 BLOCK 28; LESS AND EXCEPT THE SOUTH 30 FEET OF LOTS 6 & 12 BLOCK 28 TOGETHER WITH THE VACATED ALLEYS IN BLOCK 28 OF SOUTH OKEECHOBEE & FIRST ADDITION TO SOUTH OKEECHOBEE Note: Legal description taken from Property Appraiser's website. Parcel Identification Number: 3- 28- 37 -35- 0050 - 00280 -0030 GENERAL DESCRIPTION The Applicant is proposing to modify the former 6,076 square foot TD Bank building to a restaurant involving 5,403 square feet of in -door dining and 2,280 square feet of out -door dining area occupying the former drive -thru banking area, for a total of 7,683 square feet of restaurant floor area. Characteristics Future Land Use Zoning District Existing Commercial CHV Use of Property Vacant,: Former TD Bank Land Area 1.85 acres Proposed Commercial CHV Lightsey Restaurant with accessory. retail and internal office use 1.85 acres Serving Florida Local Governments Since 1988 2 Staff Report Site Plan Review Applicant: Lightsey's Restaurant, Inc.— Raymond Arrants Petition No.: 16- 001 -TRC ADJACENT FLUM CLASSIFICATIONS, ZONING, AND EXISTING LAND USE xisting Land Use Future Land Use East Zoning District Existing Land Use Future Land Use Zoning District xisting Land Use Future Land Use West: Zoning District Existing Land Use etail _ Commercial CHV Retail and Church Brahman Theater Commercial CHV Library The graphics on pages 7, 8 and 9 show the Future Land Use and Zoning designations and existing land uses for the subject and surrounding properties. 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 POTABLE WATER AND SANITARY SEWER. The site is provided potable water and sewer service by Okeechobee Utility Authority (OUA). The demand for potable water and sewer service associated with the uses described previously are expected to incrementally exceed that associated with the former bank use. The Applicant is currently "in discussions with OUA concerning proper water and sewer service" and it is expected that the results of these discussions will be brought to the TRC at the upcoming meeting on March 17tH SOLID WASTE DISPOSAL. On a number of occasions, the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It appears reasonable that the volume of solid waste associated with a development of this size can also be accommodated within the capa- city of the County's Solid Waste Facility. DRAINAGE. The Applicant has provided in the Engineering Report discussion and calculations regarding water quality and quantity as relates to drainage. As a result of the increased provision of on -site parking, the extent of impervious surfaces has increased from 50.2% to 60.6 %, well within the maximum 85% allowed. Serving Florida Local Governments Since 1988 3 Staff Report Site Plan Review Applicant: Lightsey's Restaurant, Inc.— Raymond Arrants Petition No.: 16- 001 -TRC TRAFFIC, INGRESS AND EGRESS TRAFFIC GENERATION The Applicant has calculated the likely traffic generation of the proposed 7,683 square feet of indoor and outdoor dining and associated restaurant uses. Using the ITE's 8th Edition Trip Generation Report, a high quality restaurant will generate about 7.49 trips in the PM peak hour per 1,000 square feet of floor area. Based on this, the total peak hour traffic for the restaurant is estimated at about 59 trips in the PM peak hour. This is considerably less than the 201 trips calculated for the former drive -in bank. INGRESS AND EGRESS The on -site parking areas on the north, south and east sides of the building will provide ingress and egress via the main two -way driveways on SW 15th and SW 16th Streets. Patrons wishing to park on the west side of the building, the area closest to the out -door dining area, can be expected to primarily access the site via the driveway on SW 15th Street. Those parking on the north side of the outdoor dining area will exit via the 15th Street driveway, while those parking on the south side can exit via either the one -way or two -way driveways to SW 16tn Street. The interior circulation system now allows for a complete loop system around the building such that if one parking area is full, a customer can access all other parking areas without leaving the site. PARKING, LOADING ZONE, AND DUMPSTER NUMBER OF PARKING SPACES NEEDED The minimum parking requirement for a restaurant is one space for each 75 square feet of restaurant floor area, whether it is indoor space or outdoor space. Based on the 7,683 square feet of floor area, the restaurant needs to provide 102 off- street parking spaces. PARKING SPACES — LOCATIONAL CONSIDERATIONS The proposed number and layout of the onsite parking areas are greatly improved over the original submission. The revised site plan now shows 83 parking space on the site, four of which are designated for the handicapped. All but five of these spaces are 90° spaces. Two are angled space in the southwest corner of the property near the dumpster location. Access to and egress from these spaces is a simple matter. All 90° and angle spaces meet or exceed the minimum dimensions of 9' x 18'. Serving Florida Local Governments Since 1988 Staff Report Applicant: Lightsey's Restaurant, Inc.— Raymond Arrants Site Plan Review Petition No.: 16- 001 -TRC Three of the spaces require parallel parking and are 10' wide and 22' long. All are located parallel to SW 15th Street and on either side of the main two -way drive. While accessing the parallel space on the west side of the driveway may be cumbersome, it does not appear to be unsafe. On the other hand, we do have some concern over the parallel space on the east side closest to the driveway; it appears to be both cumbersome and unsafe. With 83 on -site spaces, another 19 are needed to meet the 102 required for the proposed restaurant. To address the additional parking required by the proposed change in use, the Applicant is requesting a recommendation by the TRC and approval by the C't Council to count 19 of the 24 on- street parking spaces located on the east side of Ed Avenue across from the library. Vi HANDICAPPED SPACES The Applicant shows a total of 19 on- street spaces and 83 off - street parking spaces for a total of 102. The requirement for handicapped parking spaces is one per each 25 required spaces or fraction thereof. Therefore, a total of five handicapped accessible spaces are required. Only four such spaces are shown; one more must be provided. Presumably one of these could be located in the on- street parking area. LOADING ZONE The loading zone is proposed to be located along the north side of the western driveway. There appears to be adequate maneuvering room and when the loading vehicle wishes to exit the property, there is unimpeded travel way of adequate width along the western drive to allow exiting from either of the driveways to SW l6t Street. DUMPSTER LOCATION The dumpster is located in the same location as it was for the former bank, at the southwest corner of the parking lot just south of the proposed outdoor dining area. Access is provided via the driveway off SW 15th Street, passing under the overhang of the outdoor dining area. Egress will involve backing up and exiting either via the western 12 -foot driveway to SW 16th Street or via the wider two -way drive to the east. COMPARISON OF PROPOSAL WITH DIMENSIONAL STANDARDS, CHV ZONING Minimum Parcel Size and Width, Setbacks, Lot Coverage, Impervious Surface Coverage and Landscaping Requirements: The restaurant use is being introduced into an existing building with no external modifica- tions. While the amount of impervious surfaces has been increased, it remains below the maximum allowable and the Engineer's Report addresses the drainage situation. As a result, there are no changes to the above requirement with the exception of the parking area landscaping. The site plan shows a sufficient number of landscaped parking islands and the extensive vegetation and landscaping on the site remains adequate. Serving Florida local Governments Since 1988 Staff Report Site Plan Review Applicant: Lightsey's Restaurant, Inc.— Raymond Arrants Petition No.: 16- 001 -TRC RECOMMENDATIONS Based on the foregoing analyses, we recommend approval of the site plan, as submitted, with the following stipulations: 1. An explanation satisfactory to the TRC is given that the parallel space on the east side closest to the SW 15th Street driveway is safe and convenient with respect to entering and leaving the parking space. 2. One more handicapped parking space is provided, either on -site or in the on- street parking along SW 2nd Avenue. Submitted by: Wm. F. Brisson, AICP Planning Consultant March 9, 2016 2nd TRC Hearing date: March 17, 2016 Serving Florida Local Governments Since 1988 6 Staff Report Applicant: Lig htsey's Restaurant, Inc.— Raymond Arrants Site Plan Review Petition No.: 16- 001 -TRC FUTURE LAND USE MAP Lightsey Restaurant & Environs a_ 0 M PREHENSIVE PLAN LAND USE SINGLE - FAM I L'r MULTI - FAMILY III COMMERCIAL INDUSTRIAL PUBLIC FACILITIES RESIDENTIAL MIXED USE Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant: Lightsey's Restaurant, Inc.—Raymond Arrants Petition No.: 16-001-TRC ZONING MAP Lightsey Restaurant & Environs Subject Probe ZONING : - • : :LI"- LIG-- : .. 5 • FA :1...ITIEE1 • MULTIBAWLY ftftl E • . 71AL MOBILE SOME = FAY Serving Florida tocal Governments Since 1988 US 441 1 PARR 8 Staff Report Site Plan Review Applicant: Lightsey's Restaurant, Inc.— Raymond Arrants Petition No.: 16- 001 -TRC AERIAL PHOTOGRAPH Lightsey Restaurant and Surrounding Land Uses Serving Florida Local Governments Since 1988 9 O C� CD NM rII =CD CD �m1 0 0 0 m N 2ND A VEN U.E PARRaTr AVE.'S' { , N.S. 'HIGHWAY W41) , ,WATE ROAD' N) 1 a? B d i E A L 3 $pD $ a g s N�ar ogg� X �i y; o9i N11 9219:11 L1 f10 8 X01 g-ANTN� 8 8m 88 a. 111 MNUI 1 TH6 DOWMENTYATHOUTYAIITTEN AUTHORIZATION AND ADOPTION BY STEVEN L DOBB6. P. E. SHALL BE W0TI1001 LABILITY TO STEVEN L DOBBB ENGINEERING, LLC. ' JOB No. 2015 -061 SHEET 03 OF 05 Lightsey's Restaurant, Inc. Site Develo ment Improvements p P CITY OF OKEECHOBEE, FLORIDA SCALE VERIFICATION DATE: Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824 -7644 FLORIDA CERIIRCATE OF AUBIORIZADM No. 00029206 DRAWN BY CHB LO DESIGNED BY SLO ° SOLID BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING, ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CHECKED BY Horizontal Control, Striping, Signage & UtilityPlan PROJECTNA.- 2015-081 HDRZ.BCALE: 1 0321.16 CHB REVISED PER COMMENTS VERT. SCALE: Printed Date REVISIONS CADD FILE: Prepared December, 2015 Revised February, 2016 By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering, LLC Florida Certificate of Authorization No. 29206 1062 Jakes Way Okeechobee, FL 34974 1 Purpose: The purpose of this report is to provide the City of Okeechobee County with the calculations and documentation to demonstrate that the revised site plan for the proposed project complies with applicable City Code and LDRs. Project Description: This parcel is 1.86 acres in size and is located in Sections 28, Township 37 South, Range 35 East. It is located in the City of Okeechobee, on Highway 441S between SW 15d' and SW 16th Street, on the following parcel (Parcel ID 3- 28- 37 -35- 0050- 00280 - 0030). The site was originally developed as Riverside National Bank, TD Bank then took over, but kept the use as a bank. The current owner wishes to change the use to restaurant and retail. The site currently has a fully constructed 8,279 sf building (According to the Okeechobee Property Appraiser) including drive thru and canopy areas. The parking area, and drainage system discharge into FDOT's drainage system at the southeast corner of the property. Proposed Modifications: This request is for a single phase construction permit modify the site by adding additional parking in currently and proposed additional asphalted areas as shown on the Paving, Grading, and Drainage Plan and closing the drive thru lanes and convert that area to outdoor seating as shown on the floor plan. Potable water and gravity wastewater will continue to be provided by Okeechobee Utility Authority (OUA) at the existing tie in locations east of the building for potable water and northeast of the building for the wastewater and we are currently in discussions with OUA concerning proper water and sewer service. An inline grease trap for the kitchen wastewater stream will be added as required by the health department. This project will incrementally increase the existing potable water demand on OUA. Drainage Considerations: A request was made to the City for the previous drainage calculations, which could not be found and a search of the SFWMD database only yielded a landscaping water use permit 47- 00643-W. Without the original drainage calculations, and attempt was made to recreate the Stage Storage for the original site and from this calculation, the water quality stage was met at elevation 25.11, while the water quality elevation from the existing drainage structure was 25.2. Under the revised stage storage scenario, the water quality stage was met at elevation 25.25 or approximately 0.14' higher than what I calculated from the original Stage Storage calculation. In order to be conservative, I am adjusting the existing weir by 0.15' from the original design to add additional water quality. Technical Data Total Site Area: Project Drainage Area: 1.86 acres 1.86 acres See attached spreadsheet for stage storage information. Determine Curve Number: All the soil onsite is Immokalee Fine Sand which has a hydrologic soil group of B/D. The curve number was taken from TR55 for the Commercial Land use for pre and post calculations and the B soil condition was used which has a curve number of 92 up to 85% impervious. A. Water Quality Water quality treatment is provided in the form of wet detention for the project drainage area. Water quality calculations are provided as follows: For Project Area: 2 See attached spreadsheet for computed water quality information. Please note all water quality is handled in the field. The above ground impoundment is only for attenuation B. Water Quantity Since the original calculations could not be located, as described above I ran a comparative analysis between existing conditions and proposed conditions with the additional 8,435 sf of impervious onsite. As shown below, while the elevation of the pond increased the head over the weir was Less thereby limiting the discharge to pre improvement levels. The increased water levels still meet the original design criteria of the parking being out of the water for the 10 year — 24 hour event, not exceeding the existing perimeter condition of elevation 27 for the 25 year — 3 day event, and the finished floor at 28.5 is well above the 100 year glass wall calculation of 27.45 The 10 -year, 24 -hour storm (4.0 ") w /discharge, the 25 -year, 72 hour storm (9.0 ") w /discharge, and the 100 year, 72 hour storm (10.0 ") w/o discharge have been evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routings is provided as follows: 10 -Year, 24 -Hour Storm (5.0 ") Peak Stg (ft -NGVD) Peak Stg Peak Rate (ft -NGVD) (cfs) Orig. Site 26.00 0.470 Prop. Site 26.01 0.459 Parking: 25 -Year, 72 -Hour Storm (9.0 ") Peak Stg (ft -NGVD) Peak Stg Peak Rate (ft -NGVD) (cfs) 26.52 0.542 100 -Year, 72 Hour Storm (10.0 ") Peak Stg (ft -NGVD) 27.38 26.55 0.537 27.45 Please see parking calculations attached. Since the existing parking onsite is not enough to supply all the parking for the building, the owner request the TRC to recommend to the City Council a 19% parking reduction as allowed by the City's LDRs. Construction Recommendations: Runoff and/or any water generated by short-term dewatering, if required 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 berm should prevent any potential off -site transport of sediment from other areas of the site during construction.) 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 M.9V.67 o09 M.ZS b7 o0B Z 098TI0£ 058TIO£ OIHTIO£ 0£9II0£ OZ9IIO£ OT9TI0£ 008TTO£ 06LTIO£ OBLITO£ OLLITO£ Z 09LTTO£ M.96 bb o09 .�-i ' l e •^..� z {2' k;T �. 6 '°' -2-.i S ,k Y i n,,,: -.t ::., s. 3, t, es •. - 11 _.. M 2.5 b7 a08 0) U :N 3 C O N � N m m PN ( O N O ZU MAP INFORMATION MAP LEGEND The soil surveys that comprise your AOI were mapped at 1:24,000. Waming: Soil Map may not be valid at this scale. a) C 0) — c (c N ti U0 0) 0 0) 5 y a) C U m ._ n m d m m 0- 'O CO a) c — E m m o'EE y 'nm CLY CO LT CO E 3 m a) O p O —(no L '(0 L o a) ° N >4;7C C oa) .0 •C ° a N (n O O O. a) m (O >m C t L c m ~ E 0)c, m m m rn •° E -c mo8N C 2 Cu WE o. u°) 0 a N e « « N C C G ` Fa' > > _ a O o a a .. 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U) U) U) O O N H U_ O Special Line Features Transportation a O 0 Interstate Highways Closed Depression Local Roads Aerial Photography Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Severely Eroded Spot w 0 L O 0 n O O (O CO O O N CO m 0) N d Soil Map — Okeechobee County, Florida Lighsey's/TD Bank Map Unit Legend Okeechobee County, Florida (FL093) Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1 11 lmmokalee fine sand, 0 to 2 percent slopes 2.1 100.0% Totals for Area of Interest 2.1 100.0% USDA Natural Resources Web Soil Survey 2/18/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 Lightsey's/TD Bank Original Basin Information For: es' ;; 2 ;;;;; ;;; , ) Total Basin Area Total Basin Area (totter quality) ; »;& ; ;&);`j %% 11 1111 n II II 11 11 II II II 11 II 11 11 11 11 h / ! t ' 2 g , ,,(5) /k)$\] J)Uk' ;kyg - !k d l;�6 ! 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P. - o .- F .C] Fa.CUF 4.1 d lD d F:\2015-081 Ughtseys104Calcs12015-08l site Info 201 88218 CON h N O o C O C o o I"- 0 G O C MI 4:6 1i" 0 N y 0 p O N O C 0 8 0 p N 0 0 0 0 0 0 N 0 N D 0 O O O O 0 0 O N 0 0 0 O O 0 0 0 0 M E h V .+ O O r N G O o 666 0 0 G 0 0 66 G CO O N o O O G x O G 0 O 0 0 0 0 0 0 0 Q O O h 8 u.a 11) In E 0 U °o N `^ Q O 0 0 0 0 0 0 6 6 0 0 0 0 6 6 0 0 0 0 6 6 0 0 6 N o o H O N N O 0 O O 0 0 G 6 O O 0 0 6 6 o 0 C 06 o N O 00 VI N 00 0 0 8 00 0 0 00 00 0 0 00 o 0 6 p S 0 _ 0 O 0 sn N O O O G 0 0 6 6 0 0 6 6 0 0 6 6 0 6 0 O goo 0000000 A 8 8 008 °0880 °o O n0o n 00 0 00 0000000 x 00 00 0 O O To Elev. I 27.50 28.00 20.25 tD 0 M M m N N A O I- W 2 .q E e v E N N w ......... 0000040 N M N M M N O r NI- �' 0 0 0.18 0.00 0.95 0.00 O O O 0 0 0 N Q 0 m ,a •j TD Bank /Lightsey's - Existing Conditions, Okeechobee County, FL Input Report for AdICPR Model ___= Basins Name: Onsite Node: Onsite Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 1.860 Curve Number: 92.00 DCIA( %): 0.00 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 ___= Nodes Name: Onsite Group: BASE Type: Stage /Volume Stage(ft) Volume(af) 23.500 0.0000 25.000 0.1100 25.500 0.2200 26.000 0.3500 26.500 0.4800 27.000 0.9000 27.500 1.5500 28.000 2.3300 28.500 3.2600 Base Flow(cfs): 0.000 Init Stage(ft): 23.500 Warn Stage(ft): 27.500 Name: outfall Group: BASE Type: Time /Stage Time(hrs) Stage(ft) 0.00 73.00 1000.00 23.000 23.000 23.000 Base Flow(cfs): 0.000 Init Stage(ft): 23.000 Warn Stage(ft): 24.000 ___= Drop Structures Name: DS -1 Group: BASE From Node: Onsite Length(ft): 40.00 To Node: outfall Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: None Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 22.500 22.500 Exit Loss Coef: 0.900 Manning's N: 0.025000 0.025000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 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 3 for Drop Structure DS -1 * ** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 24.00 Rise(in): 36.00 * ** Weir 2 of 3 for Drop Structure DS -1 * ** Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 27.000 Control Elev(ft): 27.000 TABLE TABLE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 3 TD Bank /Lightsey's - Existing Conditions, Okeechobee County, FL Input Report for AdICPR Model * * * 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): 23.500 Rise(in): 3.00 Control Elev(ft): 23.500 Weir 3 of 3 for Drop Structure DS -1 * ** Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Rectangular Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Span(in): 1.28 Invert(ft): 25.200 Rise(in): 3.00 Control Elev(ft): 25.200 TABLE ___= Hydrology Simulations Name: 1O0YR3D Filename: F: \2015 -061 Lightseys \04- Calcs \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: \2015 -061 Lightseys \04- Calcs \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: \2015 -061 Lightseys \04- Calcs \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: 10OYR3D Hydrology Sim: 1O0YR3D Filename: F: \2015 -061 Lightseys \04- Calcs \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 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 TD Bank /Lightsey's - Existing Conditions, Okeechobee County, FL Input Report for AdICPR Model Group Run BASE Yes Name: 10YR1D Hydrology Sim: 10YR1D Filename: F: \2015 -061 Lightseys \04- Calcs \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 15.000 24.000 5.000 100.000 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: \2015 -061 Lightseys \04- Calcs \25YR3D.132 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 Group 15.000 5.000 10.000 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 TD Bank /Lightsey's - Existing Conditions, Okeechobee County, FL Basin Summary Report for AdICPR Model Basin Name: Onsite Group Name: BASE Simulation: 1O0YR3D 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): 1.860 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA ( %): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 8.137 Runoff Volume (in): 9.024 Runoff Volume (ft3): 60928.755 Basin Name: Onsite Group Name: BASE Simulation: 1OYR1D 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): 1.860 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA ( %): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 5.144 Runoff Volume (in): 4.088 Runoff Volume (ft3): 27600.674 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): 1.860 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA ( %): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 7.300 Runoff Volume (in): 8.032 Runoff Volume (ft3): 54228.510 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. 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TD Bank /Lightsey's Proposed Condition, Okeechobee County, FL Input Report for AdICPR Model ___= Basins Name: Onsite Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 1.860 Curve Number: 92.00 DCIA( %): 0.00 Node: Onsite Status: Onsite Type: SCS Unit Hydrograph CN 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 ___= Nodes Name: Onsite Group: BASE Type: Stage /Volume Stage(ft) Volume(af) 23.500 0.0000 25.000 0.1100 25.500 0.2200 26.000 0.3500 26.500 0.4800 27.000 0.8500 27.500 1.4500 28.000 2.2100 28.500 3.1400 Base Flow(cfs): 0.000 Init Stage(ft): 23.500 Warn Stage(ft): 27.500 Name: outfall Group: BASE Type: Time /Stage Time(hrs) Stage(ft) 0.00 73.00 1000.00 23.000 23.000 23.000 Base Flow(cfs): 0.000 Init Stage(ft): 23.000 Warn Stage(ft): 24.000 ___= 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): 22.500 22.500 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 3 for Drop Structure DS -1 * ** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 24.00 Rise(in): 36.00 * ** Weir 2 of 3 for Drop Structure DS -1 * ** Length(ft): 40.00 Count: 1 Friction Equation: Solution Algorithm: Flow: Entrance Loss Coef: Exit Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Solution Ines: Bottom Clip(in): Top Clip(in): Weir Disc Coef: Orifice Disc Coef: 0.000 0.000 3.200 0.600 Invert(ft): 27.000 Control Elev(ft): 27.000 Average Conveyance Automatic None 0.500 0.900 Use dc or tw Use do 10 TABLE TABLE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 3 TD Bank /Lightsey's Proposed Condition, Okeechobee County, FL Input Report for AdICPR Model Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft): 23.500 Rise(in): 3.00 Control Elev(ft): 23.500 Weir 3 of 3 for Drop Structure DS -1 TABLE Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 1.28 Invert(ft): 25.350 Rise(in): 3.00 Control Elev(ft): 25.350 ___= Hydrology Simulations Name: 1O0YR3D Filename: F: \2015 -061 Lightseys \04- Calcs \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: 1OYR1D Filename: F: \2015 -061 Lightseys \04- Calcs \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: \2015 -061 Lightseys \04- Calcs \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: 1O0YR3D Hydrology Sim: 10OYR3D Filename: F: \2015 -061 Lightseys \04- Calcs \1O0YR3D.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 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 TD Bank /Lightsey's Proposed Condition, Okeechobee County, FL Input Report for AdICPR Model Group Run BASE Yes Name: 10YR1D Hydrology Sim: 10YR1D Filename: F: \2015 -061 Lightseys \04- Calcs \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 Group 15.000 5.000 15.000 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: \2015 -061 Lightseys \04- Calcs \25YR3D.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) 50.000 100.000 400.000 Group 15.000 5.000 10.000 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 TD Bank /Lightsey's Proposed Condition, Okeechobee County, 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): 1.860 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA ( %): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 8.137 Runoff Volume (in): 9.024 Runoff Volume (ft3): 60928.755 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): 1.860 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA ( %): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 5.144 Runoff Volume (in): 4.088 Runoff Volume (ft3): 27600.674 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): 1.860 Vol of Unit Hyd (in): 1.000 Curve Number: 92.000 DCIA ( %): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 7.300 Runoff Volume (in): 8.032 Runoff Volume (ft3): 54228.510 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 X 3 N O 0 w £ .-1 U W 7 7 0 X 3 m ro o w £ W a) 3 a) E O )+ • .-1 .0 H 4-1 0 C x ro £ x a) a) co 0)w £ ro u N a >. N 0) 0) f0 C E rn 1+ 7 -1 ro .c O F .) 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X 0 J 0 0 0 O tow 000 £ ro o 0 0 0 v) 0 (0 N N N O O o o O O O E 0( 31 000 i 0 .0 F 0 0 0 0 X 0 V) £ O X 0) •J oor rnw 000' £ rd 00 v) u N N N O 0 0 O O E to i1 o r .y 40 .G F a) O M N N .y 40 X ro rn X 0 1) 0 N M w 000 £ 0 O 0 0 0 N .1 000 0) I I 0 X 3 to 0 r - • 0 4 . o L0 el £ O 0 c .O W o O O a w 0 E 0 u o r .-4 2 .-I.-1L O F 0. 0r104 o .ti . X CO ro o £ .0 0 .0 0 0 0 0 U 0 M •-) 0 4) -.i aaa O 4J N N N x ro o o rn O -1 O.tiN 2 0 C -.i 0 0 N ..a 0) aJ 0 •.1 0 'O £ C o a www U 0 2 0 4 < Q 'O r1 N 0(00 ma t, (4a 0 0. 3-1 0 0 Nw a u N N 0 0, a 0 0 E ti O ro mmtn F E 0 0 0 0 0( E a .-4 . X .54 RI c£ 01 0 C O .1 Fa Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, MARCH 17, 2016, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 Page 1 of 4 I. CALL TO ORDER — Chairperson. The March 17, 2016, Technical Review Committee 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 Jeffrey Newell - Present Police Chief Denny Davis - Present Fire Chief Herb Smith — Absent (Lieutenant Conroy in attendance) Public Works Director David Allen - Present Non - Voting Ex- Officio Members: City Attorney John R. Cook - Absent (with consent) City Planning Consultant Bill Brisson - Present City Civil Engineering Consultant - Attendance not requested County Environmental Health Department Representative Doug McCoy - Absent (with consent) OUA Executive Director John Hayford — Present (entered Chambers at 10:03 a.m.) School District Representative - Absent Committee Secretary Patty Burnette - Present III. AGENDA — Chairperson. Chairperson Montes De Oca asked whether there were any requests for the 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 regular meeting held February 18, 2016, seconded by Public Works Director Allen. Motion carried unanimously. V. NEW BUSINESS — Chairperson. A. Site Plan Review Application No. 16- 001 -TRC, second review, in regards to converting an existing 8,279 square foot building (formerly used as a bank) into a proposed restaurant with outdoor dining (occupying the drive -thru of the former bank), associated parking, and to request an 18.6 percent parking reduction, on approximately 1.858 acres, located at 1506 South Parrott Avenue, Okeechobee, FL. (U.S. Highway 441 South), Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Plat Book 1, Page 17, Public Records of Okeechobee County Florida, - Senior Planner. Planning Staff Report: Planner Brisson explained the property owner, Mr. Raymond Arrants, is proposing to modify the former TD Bank building to accommodate a restaurant using 5,403 square feet for in -door dining TRC - March 17, 2016 - Page 2 of 4 V. NEW BUSINESS CONTINUED. Site Plan Review Application No, 16 -001 -TRC, second review continued. and 2,280 square feet for out -door dining (which will occupy the former drive -thru banking area) for a total floor area of 7,683 square feet. The site is provided potable water and sewer service by Okeechobee Utility Authority (OUA). The demand for services is expected to exceed the former bank use. Taking this into account, the applicant should obtain a letter from OUA documenting there is adequate capacity and facilities. The County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs. Drainage calculations were provided and as a result of increased on -site parking, the extent of impervious surfaces has increased, although still within the maximum allowed. Total traffic generated from the proposed use would be considerably less than calculated for the former bank and will not burden the City's roadway system. The revised parking plan is greatly improved over the original submission. On -site there are 78 (90- degree) parking spaces, of which four are designated handicap, two are angled, and three are parallel. Based on the total floor area, 102 spaces are required. However, in addition to the 83 on -site parking spaces, there are 24 on- street paved parking spaces located along Southwest 2nd Avenue between 15th and 16th Streets (immediately to the West of the site). The applicant is requesting a recommendation for a parking reduction and to use 19 of the 24 on- street parking spaces toward the required total. The front of the building faces East, with 11 parking spaces along the front of the building and 21 parking spaces at the East boundary line (facing South Parrott Avenue). The south -side of the site has eight parking spaces located along the south -side of the building. At the South boundary line (facing Southwest 16'h Street, starting at the southeast corner) there are four parking spaces, a 30 -foot wide ingress /egress entrance driveway, then 11 parking spaces and a 12 -foot wide egress (exit) only driveway. The West side of the site has the outdoor dining area. Ten parking spaces are located north of the outdoor dining (five along the building) and eight parking spaces located south of the outdoor dining (four along the building). On the West boundary line (facing Southwest 2nd Avenue) are the two angled parking spaces (at the Southwest corner) and the designed area for the garbage dumpster. Then at the North boundary line (facing Southwest 15'h Street) is a 10x30 -foot designated loading space, a parallel parking space, a 30 -foot wide ingress /egress entrance driveway, then two parallel parking spaces. Vehicles can access any parking space by driving in a counter -clock wise direction on- site. The dimensional standards review appears to meet the requirements. While the amount of impervious surfaces has been increased, it remains below the maximum allowable and the Engineer's Report addresses the drainage situation. The site plan shows a sufficient number of landscaped parking islands and the extensive vegetation and landscaping on the site remains adequate. In conclusion, Mr. Brisson is recommending approval of the site plan, as submitted, with the following stipulations: an explanation satisfactory to the TRC is given that the parallel space on the east side closest to the Southwest 15th Street driveway is safe and convenient with respect to entering and leaving the parking space; and one more handicapped parking space is provided, either on -site or in the on- street parking along Southwest 2nd Avenue. Mr. Steven Dobbs of SLD Engineering. LLC, and Mr. Wes Abney of Abney Building & Consulting, Inc. were present on behalf of Mr. Arrants. Addressing the stipulations recommended by Planner Brisson, Mr. Dobbs commented it would not be a problem to add another handicap space to the site. A brief discussion followed regarding the parallel space located at the northeast corner of the North boundary line (facing Southwest 15th Street) and no concerns were noted. TRC - March 17, 2016 - Page 3 of 4 V. NEW BUSINESS CONTINUED. Site Plan Review Application No. 16 -001 -TRC; second review continued. Mr. Abney added he discussed the water and drainage of the kitchen equipment areas with OUA Director Hayford and would be providing him drawings to review. County Environmental Health Department: No issues were received. OUA: Mr. Hayford noted he was in discussions with the property owner regarding the water; irrigation and meters. Public Works: No issues were received, Police Department: No issues were received, Building Official: No issues were received. Fire Department: Lieutenant Conroy read into the record some comments and questions submitted by Fire Chief Smith. They are as follows: • The dining area is a "typo" where the kitchen is located? • The area immediately on the exterior side of the exit door located in the kitchen: the plans show a square area (not the screen around the smoker) that appears to be possibly a wall or a concrete pad? If this area is not enclosed, then is it acceptable by the health department to move food from the smoker area, in order to take food inside kitchen? Please keep in mind that this exterior door is the only nearby exit for employees from the kitchen so it needs to meet any separation requirements from the smoker area. Proper separation should be considered when establishing gas tanks or gas connections. • The outside dining area: What type of barrier will this have if any? If there is a barrier, then egress shall be required. What is the occupant load of this area? If it exceeds 50, then additional requirements may be required such as an additional egress if barriers are present. Contractor should keep in mind that the door leading to this area could be used in an emergency whereas the immediate area shall require proper distance and adequate "clear space" for occupants leaving the structure. • The fire hydrants appear to be adequate in regards to location and water flow. • Builder should keep in mind the vertical clearance for any emergency vehicles or trash trucks. Chairperson Montes De Oca inquired whether the additional parking area would continue with a "d curb" or edged pavement with wheel stops tying into the existing curb. He further commented the grades need to be shown on the plans to ensure there is access and more than two percent for ADA requirements on the proposed west side sidewalk. He asked for clarification, regarding the total square footage listed on the application being different than the amount listed: on the Okeechobee County Property Appraiser's website. Mr. Dobbs responded all areas inside of the building were included as well as the smoker (outside cooker) area. The reason for the difference may be the Property Appraiser's website includes over hangs in their calculations. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. There were none. Chairperson Montes De Oca asked Committee Members to disclose for the record whether they had spoken to anyone else regarding the application or visited the site. He disclosed he had conversations with and texted Mr. TRC - March 17, 2016 - Page 4 of 4 V. NEW BUSINESS CONTINUED. Site Plan Review Application No. 16 -001 -TRC, second review continued. Dobbs, Mr. Abney and Mr. Corey Penrod with Penrod Construction Company as well as Mr. Hayford regarding the project. There were no other disclosures. Motion and second offered by Police Chief Davis and Building Official Newell to approve Site Plan No. 16 -001 -TRC, second review, converting an existing 8,279 square foot building (formerly used as a bank) into a proposed restaurant with outdoor dining (occupying the drive -thru of the former bank), associated parking and recommend the City Council approve up to a 19 percent parking reduction; on approximately 1.858 acres, located at 1506 South Parrott Avenue, Lots 1, 2, 7 and 8, of Block 28, South Okeechobee, Plat Book 1, Page 12, and Lots 3 to 6 and 9 to 12, less the South 30 feet of Lots 6 and 12, of Block 28, First Addition to South Okeechobee, Plat Book 1, Page 17, Public Records of Okeechobee County, with the following contingencies: 1. Verify the grades on the sidewalk located on the west side of the building are ADA compliant. 2. If parking areas are to be curbed, the plans are to indicate this appropriately. 3. Clarification by Staff regarding the calculations for handicap parking spaces. 4. Adherence to questions and comments submitted in writing from Fire Chief Smith: • The dining area is a "typo" where the kitchen is located? • The area immediately on the exterior side of the exit door located in the kitchen: the plans show a square area (not the screen around the smoker) that appears to be possibly a wall or a concrete pad? If this area is not enclosed then is it acceptable by the health department to move food from the smoker area in order to take food inside kitchen? Please keep in mind that this exterior door is the only nearby exit for employees from the kitchen so it needs to meet any separation requirements from the smoker area. Proper separation should be considered when establishing gas tanks or gas connections. • The outside dining area: What type of barrier will this have if any? If there is a barrier then egress shall be required. What is the occupant load of this area? If it exceeds 50 then additional requirements may be required such as an additional egress if barriers are present. Contractor should keep in mind that the door leading to this area could be used in an emergency whereas the immediate area shall require proper distance and adequate "clear space" for occupants leaving the structure. • The fire hydrants appear to be adequate in regards to location and water flow. • Builder should keep in mind the vertical clearance for any emergency vehicles or trash trucks. 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 10:17 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: Patty M. Burnette, Secretary Marcos Montes De Oca, Chairperson