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2006-06-28 CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE MINUTES JUNE 28, 2006 PAGE 1 OF 5 I. Call to Order - Chairperson. Technical Review Committee Meeting - Chairperson. II. Chairperson and Staff Attendance - Secretary. Voting Members: Tom Forbes, Building Official Brian Whitehall, City Administrator Denny Davis, Police Chief Donnie Robertson, Public Works Director Herb Smith, Fire Chief Oscar Bermudez, City Engineer Non- Voting Ex -Officio Members: Eddie Trent, Okeechobee County Health Department Jim LaRue, LaRue Planning and Management Services John Cook, City Attorney John Hayford, Okeechobee Utility Authority Betty Clement, General Services Secretary III. Minutes - Deputy Clerk Attorney Cook called the June 28, 2006 Technical Review Committee meeting to order at 10:03 a.m. General Services Secretary Betty Clement called the roll. Present Present Absent (with consent) Present Present Present Present Present Present Present Present A. Motion to dispense with the reading and approve the Summary of Technical Motion to approve minutes by Administrator Whitehall, seconded by Public Works Director Review Committee for May 24, 2006 regular meeting. Robertson. VOTE FORBES-YEA WHITEHALL - YEA SMITH - YEA ROBERTSON - YEA BERMUDEZ -YEA MOTION CARRIED. June 28, 2006 - TECHNICAL REVIEW COMMITTEE - PAGE 2 OF 5 IV. New Business. A. Firestone All American Tire & Service. The Application was submitted by Ricky Farrell, Trustee on behalf of property owner Park Tire Land Revocable Trust. The property owner is proposing to open a Tire Store with associated open shop/garage in a single phase. The subject property is located at 415 NE Park Street. Site Plan Review Application for Firestone All American Tire & Service was submitted by Ricky Farrel on behalf of property owner Park Tire Land Revocable Trust. Property is located at 415 NE Park Street, Lot 10, less the South 15 feet of the West 8.83 feet thereof, and Lots 11 and 12 and the South one-half of the alley adjoining said lots, Block 151 City of Okeechobee. The property owner is proposing to open a Tire Store with associated open shop/garage in a single phase. Planning Staff Report Discussion: This is a site plan review for an automotive service and repair shop. In April 2006, the applicant applied for and was granted a Special Exception (Petition No. 06- 005-SE) contingent upon: (1) Parking to be provided, (2) No body work or heavy engine repair, and (3) Landscaping to be included as a part of the Site Plan for this Special Exception. At the time, Planning Staff stated that it was important to have defined ingress/egress and parking delineated for customers and employees. It appears that the existing building was enclosed since it was established as a car dealership, limiting parking in the front. Lack of parking and access must be improved to service the public properly. Additionally, since this is a use within an existing building buffering may be limited, but landscaping would lessen the impact and should be provided. Planning Staff Report Recommendation: 1. The applicant has exceeded the maximum amount of impervious surface coverage by 4.6 percent. This should be corrected. 2. The applicant has not complied with the conditions set forth in the approved Special Exception Petition and does not meed Code requirements. The site is required to have approximately 54 parking spaces, but has only provided 20 spaces. This should be corrected and the applicant should not be allowed to separate the usage of the building into net usable and non-usable floor space to calculate parking. This privilege is strictly reserved for government office, courthouses, and other public facilities. Additionally, 10 parking spaces back out onto Northeast 5th A venue. IV. New Business Continued. A. Firestone All American Tire & Service continued. June 28,2006 - TECHNICAL REVIEW COMMITTEE - PAGE 3 OF 5 3. Again, the applicant has not complied with conditions set forth in the Special Exception. This site was granted the special exception based on adequate landscaping being provided. The applicant has only provided three trees instead of the 14 required by the Code. The applicant must provide a landscaping plan which is consistent with Sections 90-534 and 90-535 of the Land Development Code. 4. The applicant must provide a drawing of the structure which illustrates the building facades on all four sides and shows the proposed height. S. The setback and buffer requirements are not being met. Loris Asmussen for Asmussen Engineering presented revised plans for Firestone All American Tire & Service. Building Official Forbes and Fire Chief Smith stated they did not have any comments or issues. Engineer Bermudez advised of parking issues, 54 spaces are required the documents indicate only 32 are provided for. Mr. LaRue added further planning issues regardIng the revised plans in that the maximum impervious surface ratio is 90 percent, and asked whether there was any way to reduce it to 85 percent? Mr. Asmussen replied, in the effort to provide enough parking, additional pervious surface is unpredictable. Mr. LaRue responded that, 20 parking spaces, plus the eight for backing-out is all he sees. The landscaping requirements are not noted on the new plans. It was stated that the previous business, Radio Shack, only had 20 parking spaces, and that the new business could make the same number work for their business. However, that is not an issue to be resolved since the Code Book clearly states that when a business changes owners or use, the existing must comply with current regulations. Mr. Tom Elmore, the previous owner of the property, explained how he was able to operate the previous business at the location, with only the limited parking and using Northeast 5th A venue to back -out on. Various City Staff members again explained that when businesses change ownership or use, the site must be brought up to meet current regulations and that where the City can compromise they work with the owner. Attorney Cook suggested that a parking agreement could be worked out so that the garage area, where they change tires and the customers are not allowed to enter, could be taken out of the total parking formula. June 28,2006 - TECHNICAL REVIEW COMMITTEE - PAGE 4 OF 5 ION - DISCUSSION - V IV. New Business Continued. A. Firestone All American Tire & Service continued. Mr. Dudley, the current owner stated that he has a similar store in Port St. Lucie, and gave what the parking regulations are there. Shared parking has been discussed with McDonald's who owns the parking lot behind this building. Mr. Elmore said that he never anticipated there would be a parking proble, there was never an automobile accident associated with the parking or backing-out on Northeast 5th A venue. He also noted that 14 trees in a parking lot is ridiculous. Mr. Dudley added that should a buffer be needed he will provide it. Attorney Cook explained that the building has not been in operation for some time and needs to be brought up to current code. Mr. Elmore interjected that it was in operation six months ago as a Radio Shack, he said that he cannot understand how this building worked with its existing parking for the last 38 years, why now does it have to have so many added parking places? Attorney Cook replied that the City would like to cooperate with the new owner, however, we cannot ignore the current codes for parking or landscaping. Administrator Whitehall suggested the use of the alleyway. Mr. Elmore added that the alleyway is 15 feet wide, plenty enough to turn a car around, could remove the fence that exists if needed. Discussion continued regarding the site being brought up to current codes. The TRC does not have the prerogative to change the codes, only the City Council. Administrator Whitehall stated that while he would much rather see a business than an empty building, and have the tax revenue from the business, the TRC cannot contradict the code. Attorney Cook asked whether there were any issues other than parking. Mr. LaRue answered only the pervious area percentage and landscaping. Building Official Forbes stated that what is needed is a redevelopment area and codes for the downtown area that has existing buildings that cannot meet current code. June 28,2006 - TECHNICAL REVIEW COMMITTEE - PAGE 5 OF 5 IV. New Business Continued. A. Firestone All American Tire & Service continued. - . v. Adjournment - Chairperson. . PLEASE TAKE NOTICE AND BE ADVISED that if any person desires 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 Services tapes Me (0, the .,1, pmpo", ofb.dup foc oftkrnI ""o,d, ofth, De~~ '" }, V~ Attorney John Cook, Chairperson ATTEST: Motion was made by Fire Chief Smith to approve the Site Plan subject to the TRC making a finding under Section 90-483 paragraph 2, where City Council can waive parking requirements when a parking study is presented indicating that an increase or decrease in the number of parking spaces may be warranted and that the applicant will gather together documentation supporting a lesser number of required parking spaces and set the matter on the City Council Agenda; seconded by Building Official Forbes. VOTE FORBES - YEA WHITEHALL - NAY SMITH - YEA ROBERTSON - YEA BERMUDEZ -NAY MOTION CARRIED. There being no further items on the agenda, Chairperson Attorney Cook adjourned the Technical Review Committee Meeting at 11 :00 a.m. IO\lO~ PAGE -1- CITY OF OKEECHOBEE - June 28, 2006 - TECHNICAL REVIEW COMMITTEE - HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: June 28. 2006 Technical Review Committee Meeting. 10:00 a.m. II. STAFF ATTENDANCE - Secretary Tom Forbes, Building Official Brian Whitehall, City Administrator Denny Davis, Police Chief Donnie Robertson, Public Works Director Absent ~ Eddie Trent, Okee County Health Dept. Herb Smith, Fire Chief John Cook, Attorney Jim LaRue, LaRue Planning and Mgmt. John Hayford, OUA Oscar Bermudez, Engineer Betty Clement, General Services Secretary 'I1'/')i'rrrL to q;lf~G~~Db>l'- )flC,lL(fJ-:?, ;).at)&, I t lLivlttt~l{ "'L,fJ {\~ . ~:.-- ~C1U---C-. CtctVuLc:f PAGE -2- III. NEW BUSINESS - Chairperson. A. Firestone All American Tire & Service. The application was submitted by Ricky Farrell, Trustee on behalf of property owner Park Tire Land Revocable Trust. The property owner is proposing to open a Tire Store with associated open shop/garage in a single phase. 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(\J 'Ai ~ C0~ ~ ----- 1..----/ ~ ...-- ----- ~~~ /~'~ I i \ \ - TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA June 28, 2006 CITY HALL, COUNCIL CHAMBERS 55 S.E. 3RD A VENUE OKEECHOBEE, FLORIDA 34974 Page 10f2 I. CALL TO ORDER: June 28, 2006, 10:00 a.m. - Chairperson. ll. ST AFF ATTENDANCE - Deputy Clerk. Voting Members: Tom Forbes, Building Official Denny Davis, Police Chief Donnie Robertson, Public Works Director Herb Smith, City Fire Chief Oscar Bermudez, City Engineer Brian Whitehall, City Administrator Non- Voting Ex-Officio Member: Eddie Trent, Okeechobee County Health Department Jim LaRue, LaRue Planning and Management John Cook, City Attorney John Hayford, Okeechobee Utility Authority Betty Clement, General Services Secretary Melisa Eddings, Deputy Clerk ill. NEW BUSINESS - Chairperson. A. Firestone All American Tire & Service. The application was submitted by Ricky Farrell, Trustee on behalf or property owner Park Tire Land Revocable Trust. The property owner is proposing to open a Tire Store with associated open shop/garage in a single phase. The subject property is located at 415 NE Park Street. June 28, 2006 - Agenda - Page 1 of 2 IV. ADJOURNMENT TECHNICAL REVIEW COl\1MITTEE MEETING - Chairperson. PLEASE TAKE NOTICE AND BE ADVISED that if any person desires 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. Tapes are for the sole purpose of backup for official records of the Department. 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 Phone: 239-334-3366 Fax: 239-334-6384 Email: larue-planning~att.net LaRue Planning & Mana ement Services, Inc. Staff Report - Site Plan REVIEW Prepared for: Firestone Tire & Service Applicant: Loris Asmussen '. . Staff Report Site Plan Review Applicant's Name: Firestone Tire & Service General Information Owner Address: 1595 SE Port St. Lucie Blvd. Port St. Lucie, Florida 34952 Legal Description of Subject Property: LOT 10, LESS THE SOUTH 15 FEET OF THE WEST 8.83 FEET TIIEREOF, AND LOTS 11 AND 12, AND THE S 'l2 OF THE ALLEY ADJOINING SAID LOTS, BLOCK 151, OKEECHOBEE, ACCORDING TO THE PLAT BOOK 2, PAGE 17, AND REPLATTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF ST. LUCIE (NOW OKEECHOBEE) COUNTY, FLORIDA. Discussion: This is a site plan review for an automotive service and repair shop. In April 2006, the applicant applied for and was granted a Special Exception (Petition No. 06-005-SE) contingent upon: 1. Parking to be provided. 2. No body work or heavy engine repair. 3. Landscaping to be included as a part of the Site Plan for this Special Exception. At that time, Staff stated that it was important to have defined ingress/egress and parking delineated for customers and employees. It appears that the existing building was enclosed since it was established as a car dealership, limiting parking in the front. Lack of parking and access must be improved to service the public properly. Additionally, since this is a use within an existing building buffering may be limited, but landscaping would lessen the impact and should be provided. . Findings: Land Use Automotive Sales Automotive Service & Repair Zoning CHV None Density NA NA Staff Report Site Plan Review Applicant's Name: Firestone Tire & Service Min Lot Width 50 ft 150 ft Front 20 ft to buildings 10 ft to parking/driveway 40 ft Rear 10 ft 8 ft. * Max Imperv Surface 85% 89.6%* Parking Yr so $1 Landscaping ParrtingAr~a Buffer 10ft along street 2 [t along property line .3it-t~~sah(f12 shmbs# No buffer along SR 70 and no buffer along 5th Avenue 6 feet along property line Recommendation: Staff recommends denial of the site plan review for the following reasons: 1. The applicant has exceeded the maximum amount of impervious surface coverage by 4.6%. This should be corrected. 2. The applicant has not complied with the conditions set forth in the Special Exception Request and does not meet Code requirements. The site is required to have approximately 54 parking spaces but has only provided 20 spaces. This should be corrected and the applicant should not be allowed to separate the usage of the building into net usable and non-usable floor space to calculate parking. This privilege is strictly reserved for government offices, courthouses, and other public facilities. Additionally, 10 parking spaces back out onto NE 5th Avenue. 3. Again, the applicant has not complied with the conditions set forth in the Special Exception Request. This site was granted the special exception based on adequate landscaping being provided. As can be seen above, the applicant has only provided 3 trees instead of the 14 required by the Code. The '. . Staff Report Site Plan Review Applicant's Name: Firestone Tire & Service applicant must provide a landscaping plan which is consistent with Sections 90-534 and 90-535 of the Land Development Code. 4. The applicant must provide a drawing of the structure which illustrates the building facades on all four sides and shows the proposed height. 5. The setback and buffer requirements are not being met. Submitted by: James G. LaRue, AICP Planning Consultant June 2006 CITY OF OKEECHOBE 55 SE Third Avenue Okeechobee, FL 34974 E-Mail TO: Jim LaRue E-Mail: lo.:Y.tAe.-flat\Y.l\~@cUt-.net- FROM: Betty DATE: June 14,2006 MESSAGE: Just received this petition for Site plan review. They had a few adjustments to be made and it was ok'd by Brian to accept past the due date. Please let me know if you receive this. Thanks, Betty Cover Sheet 1 Attachment Pages Total Pages Please call (863) 763-3372 extension 217 if you do not receive all pages. Have a nice day! N~ - 19730 . CITY OF OKEECHOBEE, FLORIDA 55 S.E. 3rd Avenue, Okeechobee, FL 34972.2932 (863) 763.3372 LlL, (p-/1 20~. Dollars $~ -:to-"- '-- City of Okeechobee 55 Southeast 3m Avenue Okeechobee. Florida 34974 Phone: (863) 763-3372 Fax (863) 763~1686 Applic.,tion for Site Plan Review Name of Project ...- t'.- ~ ~:;.:: ~.:. ":.'::::-~;~ r:-~ ""..'~ ~:.~ P.L.L l\\.ALio2\ C./o, ~J -~'r:-~t;:": ~ 0t;r:.:>"v!cC Applicant: k\CKY FA~eoi....L, nt<:'''';;;i- Property Owner: '1JARK 'lTRC ~Al}b P.EJJOUJ,bC;; 'TRu~T DesCription of project: h PY-""<<b~.-~ --riE.~ 5me~ ~ol..rr vJ rrP OPG-"-' ~M-oD (GA2p..f....i'). l;l'-i 'S,Tl"} G-, , Proposed use(s} for the entire bullding: -r\P,~ -:tJ<;HCPI: \~'.A'r-ti; i.,:1;;;J'~"t,;.TLg) (.:X)/Z.. t.:i ~)P I G~if}..!~ ;..----.-O:~~~ C ~ j . Number/description of phases: S;,c\\e < \.-..~...J .....r..L ,c.- ,1'" )lJ:../:L. Location of/Directions to the project: . ---r:.yft5,;: -:--._:\2C.'\:-'! c:~-~-<;' _....+-~ ---- ~ ~JR "'1 (f, pC,I0 t. H ",J'( 441 i~. HEAD -e;Lc~~":"~::.:1'-=-' (~-, f__) .5 'f;"( i <<; Existing improvements on property: "..'{( ~}-r'! 1-10-- F~U~s ! ;.\(;, UJI--r1-t ATT7~CH-EL KV"".. \ C 'L ~r, I /' "'.- il,~ ... ,....1'''''- f--N. Ch ()~. (...,.,.!>:'nL"YC' Is proposed use different from existing or prior use? L- Yes) ~No) <-N/A) Total Land area in square feet 22..,?;;rj; 7:.i. 1- or acres: QLS\'L Ac..... Existing impervious surface: fq .err z ,r/;3 square feet (1110 acres" i9..5 % of site Additional impervious surface: square feet acres % of site Proposed total impervious surface square feet acres % of site /1 Source of Potable Water: Cn-I Method of sewage disposal: 0{!'?v'e-R~ Current zoning: H6AVY (!Ol..f I!ld/t)/fL Current Future Land Use: [1M.; ;l'lUi;' t, ,\i Parcel identification number: .....i - /5 - 37-35 - (J01r6 - al 5/0 - @H 12> Application for Site Plan Review Page 2 Name of project: hF<;P:'::'"1Z)h,\;:" Au- ALU21ZI<.:A f." -k';;:E ~ 5E~,(\ Cf=: Applicant: MK t-< ---r;- R ~ La",--)\) -\--?~VOC.tc~'5Lk' 11=1\..1'::'\ Address: I'5QS Sl;; ~-R\ .0" L."",--C! 'E.... -,--" . ex,", l>. ~ leC"" ~, I '. ,'-' G '~""-'--"""''''''''~''", ,. - ; t-L 04~;} (:j ~l Phone: (ll2.) 2.ePi - 15l(Z) Fax: Other phone: Contact Person: /-1 ;\ I / j A ..,.... , .- ..- t ---\ '\ L.()K \ -.J \.-- . _ ~)~\-A '\__) ~) 'c..-'G l'.__j Address: '-~' c::::;, '(J a -'/" \996 ..-.. L}l.(.-S-S~CJ-~C) f?\f~J~ ,J "-"" ~'L "::.;. .'~+::-1--;1?)-- !.. Phone.' (Glo ---:z--:)' "-j {^, oC", _ 9<.:: ':.,L{ U '--' 1 '_.!/ .~~ "-..) ....,.J \ ..._.~} Fax: ('t)o Other phone: ( ::': ;) (0 \ (D - t!) OJ Lt,,:::~~; Property Owner: '.,_"~ / hR~'" --... ~_-A-t-~l\) '\<04r--r_ "\2 ~ F-. -\K U ~--:r Address: lr;sq5 ~t:' -R~'r~-,- Crr '-J ~ ' 'Ii "t-"~ 1. ""~~ j , !~......t..\" {~ f (;; """'1~-..t e,l:. \/1:, \-t~-~ ';-~'T~' ,___~)r '~':__ t___,,,c. ! 2 ~'''''L- 34~t~) :z_ Phone: L t-Y11_) ;,_:~_)\ -, '( '~;l Dj Fax: Engineer: I;ZI-J ~ G" t-..\ S.t:R ~ ",,\&'. ....---., . Y' 0 Box \99E LLC l---OR' '5 C, . l --....... . \ -< 1 ! I '<'C::;~":1 ) . \......s- r--\.._ ~ "_-l... ~ ">J"_-.l~ \.... / ~ ~~_ Address: 01 J r- t:: ,-, H-l-rP -r .,- 1"..t::, '-1(..".....- ......... ....),r~ r:- L. "'34 (~ '1:S - ! ~):;JE~ Phone: ( 1,(., "'6) "1{o ~ ~ 8 54~ Fax: l g L:,3) 4-krf ~, 65!o)l:> Surveyor: /::.XP€'bf't1 Of,} :5URVf2{rt\lr;. it !'1HPPU'{{:;~. IN/'; -JoI-JN 'IlJtU50N. Psrvj Address: 304- N W 5TH <10Ti?e:e:-r OKErC. I-tOBEE 1 FL 3 4 9'1 L Phone: (X03) 35 f - 0~ffi Fax: (603) 357- &:kB4 50UNDARY SURVEY fREf ARED FOR: DUDLEY 5HEET 1 OF2 LYING IN SECTION 15, TOWNSHIF)7 SOUTH, RANGE)5 EAST OKEECH05EE COUNTY, FLOR.IDA STANDARD NOTES: , 1. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH OR AN ABSTRACT. THIS OFFICE HAS NOT PERFORMED A SEARCH OF THE PUBLIC RECORDS FOR EXISTING EASEMENTS, RIGHTS-OF-WAY, ABANDONMENTS, ZONING SETBACKS OR DEED RESTRICTIONS. 2. "THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. ADDITIONS OR DELETIONS TO SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES," 3. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND RAISED EMBOSSED SEAL OF THE SIGNING FLORIDA PROFESSIONAL SURVEYOR AND MAPPER. 4. UNLESS NOTED OTHERWISE, ALL BEARINGS AND DISTANCES SHOWN HEREON ARE PER PLAT OR DEED. 5. LOCATIONS OF BUILDING(S) ARE LIMITED TO THE ABOVE GROUND WALLS. FOOTERS OR FOUNDATIONS HAVE NOT BEEN LOCATED. 6. UNDERGROUND UTILITIES, IF ANY, HAVE NOT BEEN LOCATED. 7. SYMBOLS ARE NOT TO SCALE. PROJECT SPECIFIC NOTES: 1. SITE STREET ADDRESS: 415 NE PARK STREET, OKEECHOBEE. FL 34972. 2. FLOOD ZONE: SITE APPEARS TO LIE WITHIN THE AREA DESIGNATED AS "NOT INCLUDED", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (FEMA) NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP (FIRM) FOR COMMUNITY NUMBER 120177, PANEL NUMBER 0200B, DATED 2/4/1981. DESCRIPTION: (PROVIDED BY CLIENT) LOT 10, LESS THE SOUTH 15 FEET OF THE WEST 8.83 FEET THEREOF, AND LOTS 11 AND 12, AND THE S.1/2 OF THE ALLLEY ADJOINING SAID LOTS. BLOCK 151, OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE 17, AND REPLA TTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF ST. LUCIE COUNTY (NOW OKEECHOBEE) COUNTY, FLORIDA. STANDARD LEGEND: (C) = CALCULATED. CB = CATCH BASIN. CONC. = CONCRETE. EOP = EDGE OF PAVEMENT. FC = FENCE CORNER. (M) .;, MEASURED. OHU = OVERHEAD UTILITY (WIRES/LINES). ORB = OFFICIAL RECORD BOOK. (P) = PLAT. SRC = SET 5/8" IRON ROAD & CAP STAMPED "LS5157". SPKD = SET PK NAIL & DISC STAMPED: "LS5157". WPP = WOOD POWER POLE. Irm7I = ELECTRIC RISER/VAULT/METER. lml TELEPHONE RISER/VAULT. ~ WATER VALVE/METER. ~ FIRE HYDRANT. @ STORM WATER MANHOLE. STANDARD LEGEND (CONT.): FRC = FOUND 5/8" IRON ROD AND CAP STAMPED: "TEXT". FPK = FOUND PK NAIL. FN&TT = FOUND NAIL AND "TIN TAB". PREP ARED FOR: 1) RICKEY L. FARRELL. TRUSTEE OF THE PARK TIRE LAND REVOCABLE TRUST DATED 9/6/05; 2) RICKEY L. FARRELL, ATTORNEY AT LAW, P.A.; 3) ATTORNEY'S TITLE INSURANCE FUND, INC.; EXIEDIT/ON 5U/?VE Y/NG 5- MAiliNG /nc. -~#~ DAlE REVISIONS BLOCK BY: DESCRIPTION: 1.0 a5 0 ,'" I ' , ,,' OFFICE: 304 NW 5th STREET - OKEECHOBEE MAil: POST OFFICE BOX 1610 - OKEECHOBEE FLORIDA 34973 PHONE: 863-357-6688 FAX: 863-357-6684 johnw-esm@earthlink.net 50UNDARY 5URVEYFREF ARED FOR: DUDLEY 5HE.E. T 2 OF 2 LOT 4 BLOCK 151 I I I I LOT 3 I BLOCK 151 I '\ 'ly.~~G I ~9 ~~ ~~}' I ~ ~ I "ORDINANCE NO. 732" I I ALLEY CLOSING (ORB 428, PG. 388) 10 S89'46'S3"E(M) I EOP WPP ~;:! 149.90'(M) I FPKD ~ "LS2512" -- -__ __L___ fm Of(, OHU Of(, CHAIN LINK FENCE I , ! ~ i r--r----- 7rr r/W I ~ I I I i I FNrkTT I NO I.D. ' (0. 2 'E.) ~ ~] ~ '0 I "LS5081" (0.5'E.) , I 19.8' ~ ~ 1 ai . ~~ :1 ~I ~ ~WPP WA TER VALI-f'" rkARE HYDRANT, r~..1 ~ ~Ill:: ::;)1t5 ~r~ ~I~ ~'''''' ~,~ 'e;j ~I'C "t-),~ ~I~ ,<'\I ~I~ ~Ill:: I~ , I , I , I , I __________________ SrArE_JIOA~_70__ ________+' (70' R/W PER PLAT) 5-LANE ASPHALT SURFACE ROAD . (Aft/A "NORTH PARK STREEr1 " 40' 30' 20' 10' O' 20' 40' / I ' , " , I , 1 INCH = 40 FEET I 0" = 40') I I I I I I I I I I _L____ 15' ALLEY SRC -,----- 'I I ~O~ I .~~~G OU:~y.~ i< I (~,v l'9~ l'~~~"l' I I I I I I I I I I I I I I w. 8.83 FEET ---1. ~~ 52, Pc. 219) 6' CONC. WALK LOT 2 BLOCK 151 LOT 1 BLOCK 151 '\ ~~~G l'4l'~ ~"l' ~ ~ <Xi SAT. DISH N 1 STY. BUILDIN~ ~ TYPE CONSTRUCTION NOT DETERMINED 57.6' I 2" X 44' CONe. SLAB 1 STY. JU/LD/NG TYPE CONSTRUCTION NOT DETERMINED I I 10' X 12' I CONC. SLAB I I 50.4' T 6' WIDE CONCRETE SLAB LOT 11 LOT 12 BLO~K 151 I BLOCK 151 ...... ~ N89'S2'12"W(M) wv 141.03'(M) 149.86'(M) 1S0'(P) ;... <Xi LOT 9 BLOCK 151 ~ 10.1' LOT 10 BLOCK 151 '\ l'\. G cl~~l' l' ~ "i'; ;... N N ~ - N N89'52'12"W 8.83'(M) SIGN L STORM MANHOLE CONC. CURB in n EXIEDIT/ON 5U/?VE YlNC 5- MAiliNG inc. r ~ p ~ OFFICE: 304 NW 5th STREET - OKEECHOBEE MAIL: POST OFFICE BOX 1610 - OKEECHOBEE. FLORIDA 34973 PHONE: 863-357-6688 FAX: 863-357-6684 . hnw-esmOeorthlink.net 35' SPKD J'I I I L___ 15' ALLEY ~--- FRC "LB6329- (0. 2 'E.) I I I I L REVISIONS BLOCK BY: DESCRIPllON: United States Environmental Protection Agency Office of Water Washington, D.C. EPA 832-F-99-003 September 1999 &EPA Storm Water Management Fact Sheet -Dust Control DESCRIPTION Dust controls reduce the surface and air transport of dust, thereby preventing pollutants from infiltrating into storm water. Control measures are often instituted in industrial areas or in areas where land is being disturbed. Dust control for industrial actiVIties normally involves mechanical systems designed to reduce dust emissions from in-plant processing activities and/or materials handling. These may include hoods, cyclone collectors, bag-type collectors, filters, negative pressure systems, or mechanical sweepers. Dust control measures for construction activities include windbreaks, minimization of soil disturbance, spray-on adhesives, tillage, chemical treatment, and water spraying. While there are a number of temporary alternatives for dust control, one option is to permanently modify the site to eliminate dust generation. Modifications could include such measures as covering exposed areas with vegetation, stone, or concrete. APPLICABILITY Dust control measures may be applied to any site. However, application of dust controls is especially critical in arid areas, where exposed soil is more likely to be transported into receiving water bodies through runoff or wind action. Dust control measures should also be applied to any industrial activity that generates large quantities of dust, particularly if this dust could be transported to a nearby water body. ADVANTAGES AND DISADVANTAGES There are several advantages to using dust control measures. . Dust control reduces the surface and air transport of dust, which minimizes pollutants from infiltrating into the storm water. Dust control methods are widely applicable. Most dust control methods are inexpensive, non-intrusive, and promote natural growth. . The majority of dust control methods are easy to install and maintain. Some disadvantages to dust control may include the following. · Some temporary dust controls must be reapplied or replenished on a regular basis. Some controls are expensive (e.g., chemical treatment), may be ineffective under certain conditions or have their own associated impacts. . Industrial dust control is typically labor and equipment intensive (i.e., using conventional street sweepers), and may not be effective for all sources of pollution. · Some dust control measures (i.e., windbreaks) may require land space that is not be available at all locations. · Ifa chemical dust control treatment is over- applied, excess chemicals could potentially cause both surface and groundwater contamination. PERFORMANCE In order to determine which dust control measures to implement at a specific site, it is necessary to consider the performance obj ectives required at that site. Some examples of performance objectives include: . Preventing wind and water-based erosion of disturbed areas. . Reducing employee respiratory problems. Implementing the control rapidly and at low cost and effort. Causing little or no impact on the environment. Permanently controlling the dust problem. Determination of the objectives for the dust control program will often determine the appropriate control measure. For example, simply sweeping the impervious areas for larger dust particles on a daily basis may provide an efficient and reliable method of dust control that can be quickly implemented. However, this method would not permanently control the dust problem. If the objective was to permanently control the dust problem, then another alternative, such as constructing vegetative windbreaks, would be more appropriate. DESIGN CRITERIA The design of any dust control project should limit the amount of soil or dust particulates exposed at one time, and reduce the potential for dust generation. The performance objectives established for the particular project should also be considered during the design stage. Additionally, some project sites may require solutions to both industrial and land disturbance dust control problems. Realistically, it may not be practical or possible to develop a design that meets all of the project goals and objectives at one time. Therefore it may be more appropriate to develop a phased design approach that utilizes a combination of temporary, permanent, and mechanical measures for dust control. Temporary Measures · Vegetative Coverings: Temporary seeding and mulching may be applied to cover bare soil and to prevent wind erosion. The soil must be kept moist to establish cover. Barriers: Solid board fences, snow fences, burlap fences, crate walls, bales of hay, and similar material can be used to control air currents and blown soil. Barriers placed at right angles to prevailing wind currents at intervals of about 15 times the barrier height are effective in controlling wind eroSIOn. Calcium Chloride: This material is applied at a rate that will keep the surface moist. Pretreatment may be necessary due to varying site and climatic conditions. . Irrigation: This is generally done as an emergency treatment. The site is sprinkled with water until the surface is wet and repeated as necessary. If this method is to be employed at a construction site, it is recommended that a temporary gravel rock entrance be created to prevent mud from spreading onto local streets. Tillage: This practice roughens the soil and brings clods to the surface. It is an emergency measure that should be used before wind erosion starts. Plowing should begin on the windward side of the site using chisel-type plows spaced about 12 inches apart, spring-tooth harrows, or similar plows. . Adhesives: Use spray-on adhesives according to Table 1. These adhesives form fairly impenetrable surfaces, and should be used only if other methods prove to be difficult to work with. TABLE 1 DESIGN -OF ADHESIVE . MEASURES Type of Water Nozzle Application Emulsion Dilution Type Rate (gpa) Anionic 7-1 Coarse 1,200 Asphalt . Latex 12.5- 1 Fine 235 Resin and 4-1 Fine 300 Water Source: City of Eagan, 1984. Permanent Site Modification Measures Permanent Vegetation: Seeding and sodding should be done to permanently stabilize exposed areas against wind erosion. It is recommended that existing trees and large shrubs be allowed to remain in place to the greatest extent possible during site grading processes. · Stone: Coarse gravel or crushed stone may be placed over highly erodible soils. · Topsoiling: This method is recommended when permanent vegetation cannot be established on a site. Topsoiling is a process in which less erosive soil material is placed on top of highly erodible soils. Dust Collection Methods · Cyclone Collectors: Cyclone collectors use centrifugal force to separate dry dust and chemical pollutants in the air. Bag Collectors/Fabric Filters: Bag collectors and fabric filters remove dust by filtration. Storage and disposal of collected dust should be carefully considered so that it does not become a source of fugitive dust. Negative Pressure Systems: These systems minimize the release of dust from an operation by maintaining a small negative pressure or suction to confme the dust to a particular operation. . Water Spraying: This temporary mechanical method confines and settles the dust from the air by dust and water particle adhesion. Water is sprayed through nozzles over the problem area. Street Sweepers: Recent studies have shown that street sweepers effectively remove the smallest dust particles and achieve meaningful runoff quality benefits. Two kinds of street sweepers are common in mechanical dust collection systems. The brush system has proven to be efficient at an industrial facility generating dust on a daily basis. It has proven to be extremely dependable and picks up the majority of generated dust. Vacuum sweepers may be the best choice for areas that are prone to storm water overflow. This is because they are more efficient at picking up the smaller particles that are typically associated with contaminated storm water. Other technologies include the tandem sweeping operation, the regenerative air sweeper, and the "EnviroWhirl." The tandem operation involves two successive cleaning passes, first by a mechanical sweeper and then followed by a vacuum assisted sweeper. The regenerative air sweeper blows air onto the pavement and immediately vacuums it up. The "EnviroWhirl" is a vacuum- assisted dry sweeper. It is able to remove debris and dust down to 2.5 microns. Independent studies conducted in Oregon and Washington report that the Enviro Whirl sweeper alone was able to remove 99.6 percent of all particulates over 10 microns. A series of once-a-week sweepings resulted in a 76 percent reduction of suspended solids in downstream receiving waters. OPERATION AND MAINTENANCE Typically, dust control measures require periodic and diligent maintenance. For example, mechanical equipment should be operated according to the manufacturers' recommendations and inspected regularly as part of an industrial site's preventive maintenance program. Temporary dust control measures, such as chemical spraying~ waterhlg, etc., require periodic renewal. Permanent solutions such as vegetation, wind barriers, and impervious surfaces, also require upkeep and maintenance in order to remain effective. COSTS The costs associated with dust control measures are generally lower for more temporary methods such as vegetative and barrier methods. This is attributed to the availability of the materials and the common practices associated with them. Other dust control methods, such as using street sweepers, cost considerably more because ofthe investment in specialized equipment. For example, a mechanical brush sweeper can range from $60,000 to $120,000 and will last for about five years while vacuum- assisted sweepers can range from $75,000 to $180,000 and have a life of eight years. The City of Lakeland (Florida) has determined their costs to be $33.38 per curb-mile of street sweeping. This cost includes equipment costs (for a vacuum assisted street sweeper), maintenance costs (i.e., fuel), the employee's salary (not including benefits), and transferring the collected debris to a landfill. The City of Lakeland also has an arrangement whereby they are not charged for sending the sweeping debris to a landfill because it is then used as ground cover for the landfill. REFERENCES 1. Bill Busch, City of Lakeland (FL) Construction and Maintenance Department, 1998. Personal communication with Parsons Engineering Science, Inc. 2. City of Eagan, Minnesota, 1984. Erosion Control Manual. 3. Finley, S., 1996. Sweeping Works. Pavement Maintenance and Reconstruction, pp.16-17. 4. Hennepin County, Minnesota, 1989. Erosion and Sediment Control Manual. 5. Minnesota Board of Water and Soil Resources, November, 1987. Minnesota Construction Site Erosion and Sediment Control Planning Handbook. 6. Runoff Report. July/August, 1998. "A Clean Sweep Now Possible." Vol.6, No.4. 7. Satterfield, C., 1996. Enviro Whirl 1 PM- Efficiency Study Removing Re-entrained Road Dust. Lake, CA. 8. Sear, T., J. Bay, and G. Medley, 1996. "Development of Cost-Effective Stormwater Treatment Alternatives." Proceedings Watershed '96 Conference. 9. Southeastern Wisconsin Regional Planning Commission (SEWRPC), 1991. Costs of Urban Nonpoint Source Water Pollution Control Measures. Waukesha, WI.. 10. Sutherland, R., 1996. "Studies Show Sweeping has Beneficial Impact on Stormwater Quality." 11. U.S. EPA, 1979. NPDESBestManagement Practices Guidance Document. 12. U.S. EPA, Preprint, 1992. Storm Water Management for Industrial Activities: Developing Pollution Prevention Plans and Best Management Practices. EPA 832-R- 92-006. ADDITIONAL INFORMATION Center for Watershed Protection Tom Schueler 8391 Main Street Ellicott City, MD 21043 Northern Virginia Planning District Commission Don Waye 7535 Little River Turnpike Annandale, VA 22003 NuWhirl Technologies, Inc. Don Thomack 2338 East Calumet Street Centralia, II.., 62801 Kurahashi & Associates Roger Sutherland 12600 SW 72Dd Avenue, Suite 100 Portland, OR 97223 Southeastern Wisconsin Regional Planning Commission Bob Biebel 916 North East Avenue P.O. Box 1607 Waukesha, WI 53187-1607 The mention of trade names or commercial products does not constitute endorsement or recommendation for the use by the U.S. Environmental Protection Agency. For more information contact: Municipal Technology Branch U.S. EPA Mail Code 4204 401 M St., S.W. Washington, D.C., 20460 ~MTB Excelenc. n compl<n:. lMlugh opltnaI locl1nlca ~ MUNICIPAL TECHNOLOGY BRAN H Page 1 of 1 From: Eddie Trent@doh.state.fl.us Date: 06/19/06 13:56:28 To: meddings@cityofokeechobee.com Subject: RE: TRC comments No comments. Thanks From: Melisa Eddings [mailto:meddings@cityofokeechobee.com] Sent: Monday, June 19,200611:41 AM To: Oscar Bermudez; Jim laRue; Herb Smith; Denny Davis; Brian Whitehall; John Cook; John Hayford; Trent, Eddie Subject: TRC comments It's that time again. I'm sure you've had time to look over the agenda and the item in your packet. Should you have any comments, please forward to Betty or myself. I have also attached the agenda for your convenience and easy viewing. Have a great day. Melisa 6/19/2006 BUILDING BREAKDOWN USE TYPE AREA OFFICE 773.83 SHOP 4,353.06 STORAGE 3,028.44 TOTAL SPACES REQUIRED: TOTALSPACESPROV1DED: PARKING SUMMARY REQ'D 1 1300 1/1,000 1/150 SPACES REQ'D 2.6 4.4 20.2 27 SPACES 19 SPACES June 14, 2006 City ofOkeechobee - Technical Review Committee 55 Southeast 3rd Avenue Okeechobee,FL.34974 Subject: Firestone AD American Tire & Service Section 151f37SIR3SE To Whom It May Concern: Enclosed is our site plan submittal for the above-referenced commercial property located at the northwest corner of State Road 70 and Northeast 5th Avenue. The owner purchased this property and proposes to utilize it as a tire and service facility. As you are aware, the site was originally developed in 1973. The building and associated facilities remain, as shown on the enclosed survey (Expedition Surveying & Mapping, Inc.). Due to the high percentage of imperious area that presently exists, we are unable to provide the parking spaces required per the intended use (refer to the enclosed Parking Smnmary). The owner has committed to providing as much parking as physically possible for the site. We recommended to the owner that he contact McDonalds to investigate the possibility of shared or leased parking. Due to the liability associated with shared parking, McDonalds may decline to entertain any shared or leased parking proposal. Additional water storage and water quality treatment (water management) cannot be provided over what already exists due to limited pervious area availability. Landscaping is proposed over the green space that does exist (refer to Site Plan). We have looked at various alternatives and provide herein the most feasible layout for this existing developed site. The owner has indicated that the parking space requirements (per LDRs) are in excess of what he anticipates will be needed for his business. Please review the enclosed site plan and offer any suggestions that will allow this use to proceed. In summary, we have concluded that the use of the building (as a business) is preferable to the building remaining unoccupied. Please contact our office at (863) 763-8546 with any suggestions or questions that you may have. Thank you for your time in this matter. l;:a1lh~ Loris C. Asmussen, P.E. Enclosures - Site Plan C: Firestone All American Tire & Service - R. Dudley ~ -.!ill ft' ~5 V) J y01 Y ~ I V ~/liJ ~ I I I I I 1 { / J . I r ./ I ~ / ~ 't ~ ....."""-------- - - - " ~ i .{i. <) ~ ell 1 !V .a ~ ~ ~ ......, '-l ,../ ~ <;;: t -~ ~ " ~ ~ ~ q- v ~ ~~ ~ --- J::\l~ '" ~ ~ ~o- ~ - cZ ""'"" -- - '"""'"- I I' - ~ - 1\ J;\ -- ~ ~- -..... ----- ~)tM IIIIIIIIIIIIIIIWIIIIIII Pre.pared by and return to: Tiffany N. Gonsalves Legal Assistant ~ckey L. FarreD, Attorney at Law, P.A. 1595 SE Port St. Lucie Boulevard Port Saint Lucie, FL 34952-5431 772-335-5455 File Number: 05-31 Will Call No.: FILE NUN 2005020310 OR BK 00577 PG 0208 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FL RECORDED 09/22/2005 12:03:52 PM RECORDING FEES 18.50 DEED DOC ~,550.00 RECORDED BY G Mewbourn [Space Above This Line For Recording Data 1 Warranty Deed . This Warranty Deed made this 9th day of September, 2005 between Thomas E. Elmore whose post office address is 1125 SE 21st Street, Okeechobee, FL 34974, grantor, and Rickey L. Farren, as Trustee of the Park Tire Land Revocable Trust dated 9/6/05 whose post office address is 1595 SE Port St. Lucie Boulevard, Port Saint Lucie, FL 34952, grantee: (Whenever used herein the tenns "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals. and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/IOO DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Okeechobee County, Florida to-wit: Lot 10, less the South 15 feet of the West 8.83 feet thereof, and Lots 11 and 12, and the S1I2 of the alley adjoining said lots, Block 151, OKEECHOBEE, according to the map or plat thereof, as recorded in Plat Book 2, Page 17, and Replatted in Plat Book 5, Page 5, Public Records of St. Lucie (now Okeechobee) County, Florida. Parcel Identification Number: R 3-15-37-35-0010-01510-0110 Subject to restrictions, reservations, covenants, conditions, limitations and easements of record, if any. Grantor warrants that at the time of this conveyance, the subject property is not the Grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And 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 sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2004. DoubleTlme. OR BK 00577 PG 0209 In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year fITSt above written. ~...,,, (:€t1.~eal) Thomas E. Elmore State of Florida County of Okeechobee The foregoing instrument was acknowledged before me this 9th day of September, 2005 by Thomas E. Elmore, who U is "",onally known oc [Xl ha, produoed a drivot, lice= " m""tifi:o~~ ~ _ 9-, [Notary Seal] ~tary~ Q) 1'lIIaIrt. N. GonICItM . . . t.tY~' 0026nll iXPIlES ~. November 7, 2007 .~~... 8ONIlID1lIIU11IO'l'FMlllUAHCf,IMC ,Rt. 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SF J>1~Cllo.j FRoM A-b1"AC.E1'JT- ~OPf"It-r~:f;J N' ~ CoK~tl. l...aArlb -Atito~ ST~eET (Nt. su- Av~;). . .. -~'J<.; Fiftes-n>~- ;&1,,1 t1 (, ~~f ~ ~'SE bi~fCTr~ Ff2..0M ~~Tt4 Sli)E o&=~oPE~:~ @ TO WHOM IT MAY CONCERN: 7-19-06 I, CLAY KINSLOW, OPERATIONS SUPERVISOR OF . MCDONALDS RESTURANT AT 401 N.E. PARK STREET DO GIVE i PARK TIRE PERMISSION TO USE FIVE PARKING SPACES FOREMWLOYEEPAREING.THEPAREINGLOTBEBITND ," THEIR BUSINESS IS THE LOCATION THAT THEY MAY USE FOREMWLOYEEPAREING THANK YOU, CLAY KINSLOW ~k"