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2005-06-22 (fØ CITY OF OKEECHOBEE ." ..... TECHNICAL REVIEW COMMITTEE MINUTES u- _.> , ""'1915",0 JUNE 22, 2005 PAGE 1 OF 5 I. Call to Order - Chairperson. Technical Review Committee Meeting - Chairperson. Jim LaRue, City Planning Consultant, called the June 22, 2005 Technical Review Committee meeting to order at 10:00 a.m. .1. Chairperson and Staff Attendance - Chairperson. Each member stated their name and the organization that they are representing for the record. V oting Members: Joe Boyd, City Building Official Absent Brian Whitehall, City Administrator Present Denny Davis, Police Chief Present - arrived at 10: 1 0 Donnie Robertson, Public Works Director Present Herb Smith, Fire Chief Present - arrived at 10: 10 Oscar Bermudez, City Engineer Present Non-Voting Ex-Officio Members: Eddie Trent, Okeechobee County Health Department Absent Jim LaRue, City Planning Consultant Present John Cook, City Attorney Present - arrived at 10:25 L.C. Fortner, Okeechobee Utility Authority Executive Director Present . Katrina Cook, General Services Coordinator Present III. New Business. A. Courthouse Plaza. Courthouse Plaza, LLC is the property owner, Mike Jimenez Jim LaRue, City Planning Consultant, briefly described the Staff Report as follows: is the applicant. The applicant is proposing to construct an office building and parking lot in one phase. The subject property is located at the comer of Planning Staff Report Discussion: This is a site plan review for 8,000 square feet office building Northwest Third Avenue and Northwest Fifth Street. with a parking lot. Planning Staff Report Recommendation: Staff does not recommend for approval of the site plan review until the following conditions are met: (1) The applicant is proposing street parking along NW 5th Street. It must be demonstrated that on-street parking is available in the area. (2) The applicant must provide 2 additional parking spaces for the proposed structure. (3) Building elevations should be demonstrated. JUNE 22, 2005 - TECHNICAL REVIEW COMMITTEE - PAGE 2 OF 5 III. New Business, continued. A. Courthouse Plaza, continued. LC Fortner, Executive Director of the Okeechobee Utility Authority, stated that water and sewer were available. Oscar Bermudez, City Engineer, explained that he was concerned with the parking at this location. He stated that 8000 square feet of office space is too big for this site. He also explained that a reduction of parking request must be approved by the City Council for this project to be approved. Mr. Bermudez requested that revised drawings be submitted showing where the positive outfall . is going to go. Loris Asmussen, Project Engineer, explained that he counted the on-street parking to meet the parking requirements. He stated that the square footage could be reduced a little due to the placement of a hallway. Mr. Asmussen stated that if a twenty percent reduction of parking is given, the parking requirements could be met. Jim LaRue, City Planning Consultant, explained if the twenty percent reduction of parking is approved, the site plan will still be seven spaces short. Loris Asmussen explained that he could alter the site plan to meet the parking requirements. Jim LaRue requested that a revised plan be submitted showing 22 parking spaces off-street or the building size must be reduced. . There were no comments by Eddie Trent, Health Department; LC Fortner, Executive Director of the Okeechobee Utility Authority; Herb Smith, Fire Chief; Brian Whitehall, City Administrator; Denny Davis, Police Chief; and Donnie Robertson, Public Works Director. Oscar Bermudez motioned to table the Courthouse Plaza Site Plan until a revised plan is submitted showing that all of the requirements can be met (The reduction of parking space request will be considered at that time); seconded by Denny Davis. JUNE 22, 2005 - TECHNICAL REVIEW COMMITTEE - PAGE 3 OF 5 III. New Business, continued. A. Courthouse Plaza, continued. VOTE BERMUDEZ - YEA DAVIS - YEA ROBERTSON - YEA SMITH - YEA WHITEHALL - YEA . MOTION CARRIED. B. Lundy Ice Machine. Richard and Sandra Vest are the property owners, Brad Jim LaRue, City Planning Consultant, briefly described the Staff Report Memo as follows: Lundy and Wes Abney are the applicants. The applicants are proposing to place a self containing ice vending machine in the Southwest comer of the Pogey's Planning Staff Report Memo: After reviewing the proposed site plan and examining the Unified Plaza parking lot in one phase. The subject property is located at 1759 South Land Development Code, the following concerns were raised: (1) The applicant has not provided Parrott A venue. a letter of consent from the property owners stating that the proposed use would be lawful. (2) There is no data to support whether the use is compatible with current and future uses on the subject property. (3) The applicant has not stated or shown on the site plan whether the proposed structure would be discontinuing any of the existing/proposed parking spaces that would be required for the current use (or future uses for that matter). (4) It is not known whether the parking is conforming (in terms of number of spaces) for the existing uses. (5) This request is not listed-either as a permitted, special exception, or accessory use-in the CHV Zoning District. (6) The location ofthe ice house machine is not conducive to the best traffic patterns for ingress/egress . and parking. Planning Staff Report Memo Revised: The applicant has submitted new information for the proposed Ice House to be located on US 441. In our original review, outlined in a memo dated June 13th, Staff had concerns that the applicant has satisfied. (1) The applicant has provided a letter of consent from the property owner allowing a portion of the property to be used as an ice house. (2) There is no data to suppOli whether the use is compatible with current and future uses on the subject property but such an accessory use is similar to bottled water stations located at other locations in Town. (3) The applicant has shown that the proposed ice house will be placed on 4 of the 61 parking spaces on the lot. The current uses only require 47 spaces. As such, the applicant will not be bringing the total number of spaces below what is required. (4) The Unified Land Development Code is silent as to whether this use is allowed in the CHV district but it is a retail/service oriented use. As such, Staff sees no reason why the applicant should not be allowed to have this use as he has complied with our concerns. Staff recommends that the use be approved. JUNE 22, 2005 - TECHNICAL REVIEW COMMITTEE - PAGE 4 OF 5 IV. New Business, continued. B. Lundy Ice Machine, continued. Brad Lundy explained that the parking for the neighboring restaurant is separate from this request. LC Fortner, Executive Director of the Okeechobee Utility Authority, explained that additional fees will be required due to the increased water usage. He also questioned the distance between the proposed ice machine and the fire hydrant. Brad Lundy responded that it was approximately fifteen to twenty feet. . Herb Smith, Fire Chief, questioned whether there will be compressed gasses inside the structure. He also questioned the size of the structure. Brad Lundy responded that there will not be any compressed gasses inside the machine, nor will it be manned. He stated the machine will be ten feet tall, twenty feet long, and thirteen feet wide. Herb Smith requested that a lock box be provided to get inside the facility. There were no comments by Eddie Trent, Health Department; Brian Whitehall, City Administrator; Denny Davis, Police Chief; and Donnie Robertson, Public Works Director. Donnie Robertson motioned to approve the Lundy Ice Machine Site Plan; seconded by Oscar Bermudez. . VOTE BERMUDEZ - YEA DAVIS - YEA ROBERTSON - YEA SMITH - YEA WHITEHALL - YEA MOTION CARRIED. June 22, 2005 - Technical Review Committee - V. Adjournment - Chairperson. There being no further items on the agenda, Jim LaRue adjourned the Technical Review Committee Meeting at 10:32 a.m. PLEASE 'lAKE 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 fÖr 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 are for the sole purpose of backup jÖr official records of the Department. ~/YÝ\ ~~ L Jim LaRue, Chairperson .TTEST: C/()QLì ~,\ A.VVì , Katrina Cook, General Services Coordinator . CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA JUNE 22, 2005 CITY HALL, COUNCIL CHAMBERS 55 S.E. 3RD A VENUE PAGE 1 OF 1 OKEECHOBEE, FL 34974 I. CALL TO ORDER: June 22, 2005, 10:00 a.m. - Chairperson II. STAFF ATTENDANCE - Secretary. . V oting Members: Joe Boyd, City Building Official Denny Davis, Police Chief Donnie Robertson, Public Works Director Jim LaRue, LaRue Planning and Management Services Herb Smith, City Fire Chief Oscar Bermudez, City Engineer Brian Whitehall, City Administrator Non-Voting Ex-Officio Members: Katrina Cook, General Services Coordinator Eddie Trent, Okeechobee County Health Department John Cook, City Attorney . L.C. Fortner, Okeechobee Utility Authority Executive Director III. NEW BUSINESS - Chairperson. A. Courthouse Plaza. Courthouse Plaza, LLC is the property owner, Mike Jimenez is the applicant. The applicant is proposing to construct an office building and parking lot in one phase. The subject property is located at the comer of Northwest Third Avenue and Northwest Fifth Street. B. Lundy Ice Machine. Richard and Sandra Vest are the property owners, Brad Lundy and Wes Abney are the applicants. The applicants are proposing to place a self containing ice vending machine in the Southwest comer of the Pogey' s Plaza parking lot in one phase. The subject property is located at 1759 South Parrott Avenue. IV. ADJOURN TECHNICAL REVIEW COMMITTEE 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. . . PAGE -1- CITY OF OKEECHOBEE - JUNE 22, 2005 - TECHNICAL REVIEW COMMITTEE - HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: June 22.2005 Technical Review Committee Meeting, a.m. II. STAFF ATTENDANCE - Secretary Present Absent Joe Boyd, Building Official \ '.... Brian Whitehall, City Administrator ~~ -Denny Davis, Police Chief ,\0 Donnie Robertson, Public Works / \0· Director Eddie Trent, Okee County Health .J Dept. 'J}.\C(ì Herb Smith, Fire Chief V ~ ' \0 'IO*- - John Cook, Attorney ~ lO: ~S Jim LaRue, LaRue Planning and / Mgmt. L.C. Fortner, Okee Utility Authority Oscar Bermudez, Engineer Katrina Cook, General Services V' Coord. - ~ . e PAGE -2- III. NEW BUSINESS - Chairperson. A. Courthouse Plaza. Courthouse Plaza, LLC is the property owner, Mike Jimenez is the applicant. The applicant is proposing to construct an office building and parking lot in one phase. The subject property is located at the corner of Northwest Third Avenue and Northwest Fifth Street. 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The subject property is located at 1759 South Parrott Avenue. , ~\'Y\ lQ Q lLl - (~\J \l\}JQ d P~tìilO\L '. ~ t ,f\~XYl 0 rQj)µO()~ ~nc1 ffit 010 Oß- ~'ll~nC\VJJl/LL:) - 'fP (Q/)"l- ~ ì.Cl,,",{\ ~ ~ \.. \Cln q w nQ -\- lne. ~ llOU 0\ ~If\ --\Vl \;J ßrod Lund y - (.QSiC,l( O-l\;h + no-\- lr\ Q \ \J au CÂ-, b~ ¡ :TC I \-6 ,DK, D D - f\ C C(;ffi IYLLn -\ ~ l~ - d~Jlal\u hLidrûn + 1'0 IC~ (YlOC/ì ßL - o-d(; - ~ f+. BL- J¿Dt-II)ìQ-hd * o~ S~CJS - k\ CO\\-Dcl,ln+ Welt uS ú~acj £\.- eOf\'S o~ \ 11 \ b l& 0\ b\./lt\( L~ . . LL - QÓfi~-t\únCli hs \J\JLU. Pl Uì~uY(.QoL \rJf\O\,5 fDº--R \ ~ bl - CLll VlLl\ 0\ U1 C\ - \ ()YLL-teV , It - ~rJll\ lCl~(t·L(Qn --Ns V\JCtiL Y cCcÇrt ( ~ -t'L( ffi\)LioJ C()\\\'\Q ~1\on fu OVl\ì~ Q1~L/( tL( \-\0 - lon,-9f ~.)JQO\ ~ qClfX)XC) lr\S \ cl~ Dtrtt cJ"lllQ. ? Sll.e of\ strLlC~lrc \~L - no - l~kt Od, U1t mae-h LrU LLt 0\ ì(.QJ)tCl(C-llU~+ - ¿S-tonc ûlOr-Lt nO+ ma...h (L,{ ci. \0\ ft iall (YO 1 .ç-f Long /0 1++ \r\/ìole \+S - prc~~ IoU lad boy To qe -I- L>¡ pL - ClL( ot. v'£.. íYOi\Cíì --To ~ QtoV\~~ \Wl J Clp P m v (t ()ß Z)Q COtLcL~ e . PAGE -4- IV. Adjourn Technical Review Committee Meeting - Chairperson I 0 ·L~.m. - .. . ' ., . . . City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, Florida 34974 Phone: (863) 763-3372 Fax (863) 763-1686 Application for Site Plan Review Name of Project: COURTH6U..:5;:= RA2A ~rnE~£2 c CJ C-/ R THo c,J...S: c. PLAzA Applicant: /Ý/ KE" Property Owner: .' L.L. C. Description of project including all proposed uses: G/-=-F / cé . 8,;.. D. - RLðCf< 92 Lo r....s 7-8-9-10 P A RIC I fJ G. LOt Number/description of phases: ) PHASES Location oflDirections to the project: C OR A-J G'R... N0 <--"1RD A ve- IL A/uJ SúSr: O¡<:"£ECHOf.3E£ Ft- Existing improvements on property: ~NE Is proposed use different from existing or prior use? ( X Yes) ( No) ( N/A) Total Land area in square feet: d1 ß 00 n or acres: O. (p Y ./ Existing impervious surface: 0 square feet n acres 0 % of site Additional impervious surface: square feet acres % of site Proposed total impervious surface J G q 5 I square feet 0, 3 g acres (,0. 0 % of site (CPO) .I (CPO) Current zoning: Co TY1 fYJ. Current Future Land Use: C ~ /Y) IY1 Parcel identification number: 3- /5"- .37-35 - 00 (0 -009;2.0 - D07() (¿or 7-8J 3 - 15' - ::J 7 -:3 5 - c> C) I a - C) 09;) (J - 009 Ov- c.:J T 9 -( C7 J - .. . . ~ . . Application for Site Plan Review Name of project: C tJ (...J 1<: ¡- J--.f C/ LI 5" r= Pt- A zA Applicant: A S n? u...:5S EElV' 1::::- A./ G I f./ E.E R J /1/ <:3. Address: Po Box ·19~3 CJ f<' 1= ÞC' (-( 0 e E £ F.t- 3 t-{ q 7 ~ - I Cf CZ2 Phone: 8 {.., '3 - 7 ¿, 3 - B 5 I-{ (¿, Fax: 8~3 -4~7-85'~ð Other phone: B ~. '3 - G. 10 - éJ 0 'f- 3 Contact Person: ~C)RI.s L A -S ff7 ¿I.5::5 .E /tl Address: PO B'ox /998 o r<.E £c HDt3EE FJ- '6 L.{ Cf ï 3 - I q 98 Phone: B ¿, ~~ - C:; I Q - 00 'f.3 Fax: ?f"~ 3-410 7-85c'O Other phone: ~ G. 3 -7 c, 3 - B 5Li c.o Property Owner: C Q LJR T l+otU..:>£5 hA Z-A L.L,C Address: I ~ ~ 50 AJu..J SOUTH i?;VER [~R. TYlrArY11 F='" L- ,i3178 Phone: 305- 883- 9878 Fax: 30,5-E388-18/~ Engineer: LOR/~ C /-\ ~ 1Y) u5 S E-. AJ Address: SEb A RO U 6 Phone: Fax: Surveyor: DG HAYS OES/GÆ.J Address: CøO~ ~ A-loRrt-/ PA R K- :51'; --~ o (L E ¡;:; C- f..,! 0 E3 G. £' I- '-. 3 'ic[7;2 - 1../(53 Phone: B ~ :3 - 7 C:,3 - cE88 '1 Fax: 4Gø7-é3/11 I c:J COURTHOUSE PLAZA z! ilia: en III en III :)z OK~~CHOB~r. flORID A .a =m r I l PR~PAR~D fOR COURíHOU5~ PlAZA, llC, « Š I N « ~ -.J ¡i , , - .,_. ~ ,.__._____>._..._"_.._.~ __"_ ._~_ 0'__-- G... !~~-. / '----~T--- ... ~-~.----~----....----.-.-..- .. ...--'..._,.- ..... '.. .......-- ¡ \¡ ¡ ¡ ! , i i ¡ w I ; Ul E-< 12400 NW SOUtH RIV~R DR, I i :~\¡r;q!~~.~ i ì =:)µ;::¡ ¡ I ! o5§ MIAMI f~ 5511B I ¡ i I i Ì ì i Irn~ ì j j r--¡ ¡ ! ! ~~~ I~J = I ", Ì ¡ µ;::¡ ;:: : PHON~ ++ ~ 65 I ~ i SinC1le ¡ =:»~ i I -c I ! Oo;¡¿ C"'\ ì-- ¡ c.) ; ( 500) BB5-9B1B ~}~ §' i l:~ ¡ UUÇ) ¡ ~, I C"] î I :_ t, r ¡ i ~~ ,~: I , ! o::! i i I I i REVISIONS ! ¡ i 1. ~ i Î 2. , ¡ i 3. i i 4. , I L..._.._.... --...--.........,_,_.. .,_ __..._..____"...,______.. ..........._,______... 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'" j "'; L__...2:~:~~.(.H:~~___.~..:::~:..=i J:ECKED BY:!.. A I I !. i 1"'. '" '" '" '" '" )300' '" _ ..v .........::.-4 ,,_,___ _.~;,,:~ o ! ~ ~---;- -~;d_lÞ,r--:¡.__-; -....--- ..--·--~,..·_;Þ-"'~_U I . -....-......-... -......--..---- ...-- L .__..-:....:-=--:_-:.....~....:-.. ;:::;.<'__u_....._.__....'r'___.. ..-...··--..W+lrte-..·---·-;" ,~" '_" ..' CT' '. --- SHEET NO. ~ SIl!lWALK '. U_, T~f~:;;i~- "'¡úeMU, u, ~ 2 Of 5 SHEErS P!\ !r) kr II f\ i (~ ' .:._,._-~,~:..._.~-,:_,:..._:..-.::'::.._.: c£ LORIS ASMUSSEN 1 c:: n ,-; (' c\ ,~..,,: f + I·' , " (863) 763-85~6 '..- I~d.~ \..., ,) ", , , , &-1..A....4 C ~...-y¡? ~ P.O. BOX 1998 r f", ..: N W 5TH STR EET OKEECtI08EE FL. ~ ,; ~~; c e tl "..~"oo .........- ~___._ __ _____ .__.____.___._.._____________m.__...___ " P,L Proposed Driveway BAFFLE' 1/2-1S' CMP BOL TED TO IoIEIR 101/ RISER FACE ~BLEEDER c:J Mitered End Section . 211,5' N.G.V.D Z . d ·t S . noli OR 211,0 N.G.V.D Z - In accor ance WI h ectlon 170' LF 01' 15' DIA.. CHP 430, FDOT Standard 18' DrA, RISER (U.S. INV, 26,3' N.G,V.n> III II: Specifications (D,S. INV. 26,0' N.G,V,D) en III PLAN VIEW en III ::»Z - 2&.0' N.G.V.D II! c:J T ,O,S, 29,1' 27.0' (MOSQUITO V-DITCH) !! ¡uz N,G,V,D ¡-.n-j ..... Edge of Pavement 0.2:5' DIA. CIRCULAR BLEEDER DETENTION AREA SECTION . EXTEND BAFF'LE 6' IoI/INV. @ 27.0' N,G.V,D SECTION A-A HOm; PLAN VIEW ABOVE/BELOIJ () CONTRACTOR TO FIll MOSQUITO " . BLEEDER 3/8' ALUMINUM PLATE N. T.S. DITCH ¥11TH PEE. GRAVEL OVER .:¡:: ""ELDED TO rACE or RISER, FILTER rABRIC TO ELEVATION 28.0' N.G.V.D <:( f;:\ .... 2~:5' ~ ~ N.G.V.D SUMP-RIPRA~ NOTE, UTILIZE A MIN. CNE rOOT BLD, <:( S (SEE NOTE) CIJNCRETE BALLAST TO PREVENT \.I:.. UPLIFTING, --..J Pr?posed SECTION VIEW P,L D- Driveway Mitered End Section ! per FOOT Requirements CONTROL STRUCTURE W ttQ1tS; N.T.S. I HEREBY CERTIFY THAT 5', if) ifJ , THE DETAILS OF THE Swale Bottom 0 28 CONSTRUCT OUTFAll SUMP (4' X 4' MIN. BOTTOW AREA) TO HANDICAP ACCESSIBILITY =:J ~ . N G V D ELEVATION 2:5.5' NGVD ON UPSTREAM SIDE or THE CONTROl. , 0 .\: . . . STRUCTURE (RISER). USE A MAXIMUM :5:1 SLOPE TO SOTTOM or PLAN SHOWN IS IN FULL r--2 H ;, , DETENTION AREA. AND COMPLETE IA ~ $ 25 L.F. COMPLIANCE WITH THE . 1--' '-I.j ~ ;1 12" DIA MOSQUITO DITCH/SWALE TO BE USED TO FACIUTATE POSITIVE STATE OF F'LORIDA 1. L.. ~ ~ BLEEODOWN or DRY DETENTION TO CONTROl. ELEVATION (27.0' 0:::::: c-' Ç) ~ SCH. 40 P.V.C N.G.V.D), WHICH IS ONE FOOT BELOW THE BOTTOM OF' DRY AREA DEPARTMENT OF SECTION B-B ';:t:. t1 (28.0' N.G.V.D), COMMUNITY AFFAIRS (N T S) =:J r~l ~ ¥ HANDICAP ACCESSABILlTY . . . 0 ¡..I- ~ j SECTIONAL VIEW RIPRAP COMPACTED SUMP FROM ELEVATION 24.5' TO 2M' N.G.V.D RULE " r< ~ TYPICAL DRIVEWAY CULVERT DETAIL WITH GRAVEL (3' TO 6' DIAMETER, NO FINES). INSTAll FILTER . ~ U ~ Ç) ~ FABRIC, PRIOR TO GRAVEL INSTALLATION. HANDICAP SIGN DETAIL 0- ~ BLD. 'S " ~ top Sign REVISIONS EDGE OF 1 . EDGE OF PAVEMENT 2. 1-1/2' T~e S-:5 A.C.S.C Aepholt Concrete PAVEMENT CITY DITCH 3. r ~.~-_....- 4. IImerock/8hen bal. F'BV of SO pII ,'" ,"" , . " . DITCH 20' compocted to 9~ mox. denllity per '.' I! i4\ . 8 ,tobnlzed 24' STOP BAR I TOP AASHTO T-18O (99 for 8.0' ehoulclenl) :b~~:"~V of THERMOPLASTIC . SO pel compoQted to (Whit...> ~ 98'1: denllty p.r MSHTO T-18O TYPICAL ASPHALT PAVEMENT SECTION STOP SIGN DETAILS ~ ASPHALT PAVEMENT SECTION C-C I (N. T.S.) 6' HIGH ROLLEO SHEET NO. ~~ I 3 UP CURe P.L WOVEN SILT - LOK 36-200-P ¡" POLYPROPYLENE FABRIC OR . 000 oocc , APPROVED EQUAL o...e..q", _ 5 29.5' N.G.V.D 5 °ccc 6" X 6' X 12' OF SHEETS EXISTING GROUND ~~ :.~~;~ DISSIPATION 1:1 6" WRAP AND FILL HOm; c£ BOTTOM LORIS AS"USSEN CONSTRUC1lON METHOO AND MATERIALS TO BE IN ACCORDANCE \ 411 ELEVATION 28.0' STAKED SILT BARRIER DETAIL WITH SEClION 104-6 OF' THE F1.ORIDA DEPAR'ßIENT OF' L J ~ J. C /) ., (~ .11A" _ , N,G.V.D (863) 763-8M6 TRANSPORA1l0N STANDARD CONSTRUCTION SPECIFICATIONS. ...... '-"-? ~ ( ---~ eo 998 DURING CONSTRUCTION ACTIVITY, INSTALL SILT FENCE AROUND 72' . SECTION D-D O:~~CHO~E~ FL ~..t . ........ PROPERTY.BOUNDARY (DOWN GRADE FROM SITE). CONCRETE SPILLWAY DETAIL (N.T.S.) 34913-1998 . CONTRACTOR Ta LOCATE AND CONSTRUCT AS NECESSARY TO ","""..."", ',... '. AVOID EXISTING UTlUTlES. (N. T.S.) _,~ ~,~'~'C'-' 'c"~~='~ - ~ . ...~........ __ _ 'c_ .,..,,"'~-- ALLEY NOTES: ~ a _ LOTS 7, 8, 9 & z iiS t 1 0, BLOCK 92, Ii i Ii . ,. OKEECHOBEE, :l1:I! ~ t ' ~~F' ~. ~~~:~~~:S TO ! ; I o D " ~ .. . RECORDED I O<C I 0 r----~-~ " I· IN PLAT BOOK v' 5 ~ Q:: U ' PAGE 5, OF N I- . ,; THE PUBLIC :S W 0 .. c' . RECORDS OF D..- > >- .. .: OKEECHOBEE w <C I- COUNTY, if) 8 O () L PAD FLORIDA. ð ~ .,. ~ ,; Q:: L , . , ::r:: <t: .. j, 1-~1iJ i r'0' .. According to 0:::: CJ ~ .1 t :=J0~ ! s: .. 9.0' AD @ FIRM map 0 5 ~ ~ Z dated 02/04/81 U E- Ç) ¡ panel . t #120177 ., REV'SlONS .. 0200B, parcel ,. ; lies in Not ~. j Included Area 4. ~ t of City Limits ., < . i . D F Flood Zone C, ¡ _ .C,D per Okeechobee ., H.P. CO t PI . I .250' 88 28.48_ . . .. un y annmg I ....... __. ..... _.'. .. - ¿8J ?liB & Z 0 n i n 9 " S I 'vJ AU;---- HC_____,-___________________ · Department. ~ t I'~AIL IN 4 r:'.) "'J" I f:_~ ~-'1 I I. L"~'¡t:-r, ! SC ~ ~;;'i ,.J;",{' '>_) f\' >.. ¡ T, ......, '" ALE NO'T ~ 5 '"= f~r: :-~~pr: .~ ,_ ,_. ¡,... ,__. 1 "- 2 0' ..:.1.:..." L. U Lv" 1 1 C I" HilUs[ qep - .>< ~,,8 N ~ R WJ3?_' NW 5TH STREET cf!~ r Û-w, ~-'Y'- :~::: _ _ OKEECHOBEE FL. _ _ ___ _ 3497J-1998 ~. ~ ~. .Ii -- ~--~~---_.- -" ~~- , I I ,.... a TECHNICAL SPECIFICA TIONSI EROSION SEDIMENT CONTROL NOTES z! AND ilia: cnlll cnlll D, SOD' A MINJMUM OF A FOUR-FOOT \lIDE STRIP OF BAHIA :)z ~RING AND GRUBBING' SOD SHALL BE PLACED ALONG THE EDGE OF ALL ~-. 2;; CLEARING AND GRUBBING SHALL BE PERFORMED 'w'ITHI~LÓ~~DA CONSTRUCTED AREAS TO AIDE IN CONTROLLING EROSION AND =i5 MAINTAINING SOIL STABILITY, SOD SHALL BE PLACED IN LIMITS Dr LOT 1 IN ACCORDANCE 'w'ITH SECTICN 110. S CONFORMANCE \11TH FDOT SECTION 570, 575 AND 981. DEPARTMENT OF' TRANSPORTATION (FDOT> SPECIFICATION. CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF 11. BEFORE PRE-TREATMENT S\lALES ARE MADE OPERATIONAL, THIS SHALL INCLUDE. BUT NDì BE LIMITED TO, J~i ROOTS, E. SEEDING, FERTILIZING AND MULCHING' ALL DISTURBED SIGNIFICANT LEVELS OF POLLUTANTS, \lHICH MAY REACH SURFACE COMPACTION AND SODDING OF THESE AREAS SHALL BE COMPLETED COMPLETE REI(JVAL or ALL TREES. BRUSH. STU E MATERIAL AREAS SHALL BE STABILIZED \11TH SEED, FERTILIZER AND AND/OR GROUND VATERS, ONE OF THE PRIMARY POLLUTANTS OF IN ACCORDANCE \11TH THE PLANS. OKEECHOBEE COUNTY AND CITY ~~ASS, 'WEEDS, RUIIISH AND OTHER UNDESIR~~~UND DR MULCH UPON COMPLETION AND ACCEPTANCE BY THE ENGINEER SURrACE \lATERS IS SEDIMENT IN EROSION, EXCESSIVE QUANTITIES Dr REQUIREMENTS, AND FDOT REQUIREMENTS. I A DEPTH OF' 18 INCHES BELDIJ NATURAL AREAS OF FINAL GRADING, SEEDING, FERTILIZER AND MULCH SHALL SEDIMENT REACHING VATER BODIES HAS BEEN SHO'WN TO ADVERSELY ~~oPoSED F"lNISI-£D GRAD£. WICHEVER liHfO~~~'T-OF-\lAY BE USED IN CONFORMANCE \11TH FDoT SECTIONS 570. 575 AND AFrECT THE PHYSICAL. BIOLOGICAL AND CHEMICAL PROPERTIES OF 12, PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT Š ! BE CLEARED GENERALLY CONSIST or 981. HYDROMULCHING \lILL BE AN ACCEPTABLE METHOD OF RECEIVING VATERS. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE THAT THE <C (NECESSARY rDR LDT CONSTRUCTIDN AND S'WAL~AGE AND PROVIDING GROUND COVER, 'WHERE SOD IS NOT REQUIRED. CHANNELS, REDUCE THE HYDRAULIC CAPACITY, REDUCE THE CONVEYANCE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER. O'WNER INSTALLATION) CONVEYANCE SIJALES AND DRAÃDING THE HO'WEVER. ESTABLISHED METHODS or APPLICATION MUST BE CAPACITY OF CULVERTS AND OTHER CONVEYANCE rACILITES AND AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL N ~ UTILITY EASEMENTS. rl1LDIJING nNISHEfIL~ BARRÎERS. EMPLOYED. THE CONTRACTOR IS RESPONSIBLE FOR ADVERSEL Y IMPACT BENTHIC INVERTEBRATE AND FISH SPECIES SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES <C CONTRACTOR SHALL INSTALL TEMPDRARY ACCOMPLISHED BY ESTABLISHING A STAND OF GRASS surFICIENT TO PREVENT THROUGH SIL TATATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE SHALL BE IN IrIORKING CoNDITJON AT THE END or EACH \lORKING ïi. ADDITIONAL ERDSION CDNTRDL SHALL BE BE NECESSARY EROSION AND TO ALLOV ULTIMATE REMOVAL OF TEMPORARY LIGHT PENETRATION AND THEREFORE REDUCE PRIMARY PRODUCTIVITY DAY, ---1 SEEDING AND MULCHING. AS DETERMINED ¿I~Y or OKEECHOBEE. SIL T FENCING. THIS APPLIES TO THOSE AREAS NOT COVERED \lITHIN THESE RECEIVING SYSTEMS, BY THE CONTRACTOR. THE ENGINEER DR NTAIN THE 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN D- LOT SHALL BE SDDDED IJITH BAHIA TO M~kETREATMENT BY SOD (SPECIFIED ABOVE). ACCORDANCE 'WITH THE FoLLO'WING STANDARDS, IN ADDITION TO ALL ESTABLISHED GRADE. IN ADDITION. D~~SCRIBED ABOVE. SOD r. TESTING' THE CONTRACTOR SHALL SECURE THE SERVICES MINIMUM STANDARDSI OTHER APPLICABLE CRITERIA, S'WALES SHALL ALSD 1£ SDDDED A;RE_TREATMENT SVALES or AN APPROVED INDEPENLENT TESTING LABORATORY TO W SHOULD BE CDNTINUDUS BE'TIJE:E:N CONDUCT ALL REQUIRED TESTING ON SUB-GRADE, BASE, I. SEDIMENT BASINS, PERIMETER BERMS, EROSION CONTROL BARRIERS A. NO MORE THAN 500 LINEAR rEET OF TRENCH MAY BE OPENED AND SURROUNDED AREAS ASPHAL T AND CONCRETE. LOCATIONS REQUIRED FOR THESE AND OTHER MEASURES. IMPLEMENTED TO TRAP SEDIMENT TRANSPORT. A T ONE TIME. Ul U) ALL MATERIAL REMOVED rRoM THE SlTtAèH~\l¡. T~E A~~GALL Y TESTS SHALL BE THE MINIMUM, AS REQUIRED BY OKEECHOBEE SHALL BE CONSTRUCTED AS THE FIRST STEP IN ANY LAND DISTURBING =:)Z DISPOSED OF IN ACCDRDANCE:G~lI1H M~~ERIAL MAY BE BURNED CITY AND COUNTY. THE ENGINEER MAY REQUIRE ADDITJONAL ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE ANY LAND 02 TESTS, SHOULD ANY TEST rAIL, THE CONTRACTOR SHALL AT DISTURBANCE TAKES PLACE. B. EXCAVATED. MATERIAL SHALL BE PLACED ON THE UPHILL SIDE rEDERAL REQUIREMENTS. DR R OBTAINS ALL THE HIS O'WN EXPENSE. REPAIR THE DEFICIENCIES AND RETEST OF TRENCHES, I~ ON-SITE PROVIDED THE CONTRAS~~URNED REMAINS SHALL BE THE VORK UNTIL COMPLIANCE 'WITH THE SPECIF"ICATlONS IS 2, ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET ttJ REQUIRED BURN PERMITS. A~~oRDANCE IrIITH ESTABLISHED DEMoNSTRA TED. FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE f--U DISPOSED OF Orr-SITE: IN A C. EFrLUENT rROM DE\lATERING OPERATIONS SHALL BE F'lL TERED ~ REQUIRMENTS. CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE Dr EXISTING ......... G. TRAFFIC CONTROLI THE INSTALLATION OF TRAFFIC CONTROL SURrACE MATERIAL. PERIMETER SEDIMENT BARRIERS SHALL BE OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, O:::::µ.. LL STORM'WATER ON-SITE DEVICES SHALL BE IN CONFORMANCE TO THE REQUIRMENTS OF CONSTRUCTE:D TO PREVENT SEDIMENT OR TRASH rROM FLo'WING, OR BOTH. THEN DISCHARGED IN A MANNER THAT DOES NOT ......... ';:t:. THE CONTRACTOR SHALL MAINTAIN A or TURBID =:)U DURING CONSTRUCTION. TO P~~i~~T ~~~LA:GSEEVERE STORM THE MANUAL OF UNlroRM TRAFFIC CONTROL DEVICES AND FLOATING DR BLO'WING ONTO ADJACENT PROPERTIES. ADVERSELY ArrECT RECEIVING SYSTEMS OR ADJACENT LANDS. ~ IrIATER TO THE RECEIVING S NTAÌNMENT IMPOSSIBLE. THE CITY 8. COUNTY REQUIREMENTS. D, RESTABILlZATION SHALL BE ACCOMPLISHED IN 'ACCORDANCE Oæ EVENTS OCCUR. THAT MAKE CD PCSSIBLE STEPS TD PREVENT 3. PERMANENT DR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED "" CONTRACTOR SHALL TAKE ALL SOME Dr THESE 'STEPS' 4. DRAINAGE IMPROVMENTS' TO DENUDED ARE:AS 'WITHIN SEVEN DAYS AFTER F"lNAL GRADE IS \11TH THESE REGULATIONS. UU) Q DISCHARGE Dr TURBID VATER. L SILT rENCE: ALL LABOR. MATERIALS AND CONSTRUCTION METHODS SHALL BE REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL INCLUDEI INSTALLATION OF A~ß~V:~NT BERMS AND IN CONrORMANCE TO THE MINIMUM ENGINEERING AND STABILIZATION SHALL BE APPLIED \lITHIN SEVEN DAYS TO DENUDED UTILIZATION Dr HAY BALES, PONDS WItH N..UM. CONSTRUCTION STANDARDS OF oKEECHOBEE CITY AND COUNTY AREAS THAT MAY NOT BE AT FINAL GRADE. BUT 'WILL REMAIN 14. IrIHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT TREATMENT or STORMVATER AND rDOT SPECIFICATIONS. TRENCH EXCAVATION AND UNDISTURBED FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE BACK-rILLING OPERATIONS SHALL MEET OR EXCEED THE SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR THE TRANSPORT Dr SEDIMENT BY TRACKING ONTO PAVED SURrACES. REQUIREMENTS or rDOT SPECIFICATIONS, SECTION 125. THE MORE THAN ONE YEAR. AREAS \lHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ROAD CONTRACTOR SHALL PROVIDE THE NECESSARY BACK-FILL SURFACES SHALL BE CLEANED REGULARLY. SEDIMENT SHALL BE REVISIONS 1£ PERrORMED AS COMPACTION TESTING REQUIRED TO DEMONSTRATE COMPLIANCE 4. DURING CONSTRUCTION OF THE PROJECT. SOIL STOCKPILES SHALL BE REMOVED FROM THE ROADS BY SHOVELING DR S'WEEPING \11TH ADES, TYPICAL SECTIONS 'w'ITH THIS SECTION. THE PIPE TRENCH SHALL BE DRY \lHEN STABILIZED OR PROTECTED IrIITH SEDIMENT TRAPPING MEASURES. THE TRANSPORT TO A SEDIMENT CONTROL DISPOSAL AREA. STREET 1 PLANS. IN ALL OTHER PIPE IS LAID AND THE PIPE SHALL BE BEDDED AS PER FDoT APPLICANT IS RESPONSIBLE F"OR THE TEMPORARY PROTECTION AND 'WASHING SHALL BE ALLo\lED ONLY AFTER SEDIMENT IS REMOVED IN 2. TION METHODS FOR SPECIFICATIONS, PERMANENT STABILIZATION or ALL STOCKPILES MAINTAINED ON-SITE. THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL 3. ArlON AND GRADING SHALL AS IJE:LL AS, SOIL INTENTIONALLY TRANSPORTE:D FROM THE SITE. SUBDIVISION LOTS, AS 'WELL AS. TO LARGER AREAS UNDER Dr rDOT SPE:ClrICATIONS. THE CONTRACTOR SHALL COMPLY 'WITH CHAPTER 90-9~, LA'WS CONTRUCTION, 4. DR OTHER'WISE UNDESIRABLE or FLORIDA. \lHICH RE:QUIRES THE CONTRACTOR PE:RFORMING 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON ) rEET OF FINISHED ROAD GRADE TRENCH EXCAVATIONS OVER rIVE FEET IN DEPTH TO COMPLY DENUDED AREAS, NOT OTHERIrIISE PERMANENTLY STABILIZED. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES REPLACED VITH SUITABLE MATERIAL. 'WITH ALL APPLICABLE TRENCH SArETY STANDARDS AND PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED SHALL BE REMOVED 'WITHIN 30 DAYS AFTER F'lNAL SITE SHORING REQUIREMENTS AS SET FORTH IN THE OCCUPATIONAL UNTIL AGROUND COVER IS ACHIEVED THAT. IN THE OPINION or THE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO SArETY AND HEALTH ADMINISTRATION'S <OSHA) EXCAVATION REVIElJat. IS UNlrORM, MATURE ENOUGH TO SURVIVE AND 'WILL LONGER NEEDED, IN THE OPINION or THE REVIE'WER. DISTURBED AND SAFETY STANDARDS, 29 C.r.R, 19926.650. SUB-PART P AND rUNCTlON TO INHIBlT E:RoSION. SOIL AREAS. RESULTING FROM THE DISPOSITION or TEMPORARY SED rDR PAVING SHALL BE CONSTRUCTED INCORPORATED AS THE STATE OF FLORIDA STANDARD, AS MEASURES. SHALL BE PERMANENTLY STABILIZED TO PREVENT DRAWN BY: F.G REVISED AND/OR UPDATED. THE COST Dr COMPLIANCE 'WITH 6. ST~fATION MEASURES SHALL BE APPLIE:D TO EARTHEN rURTHER EROSION AND/OR SEDIMENTATION. IJITH THE DESIGN GRADES AND TYPICAL THIS REQUIREMENT SHALL BE INCLUDED AS A SEPARATE LINE STRUtT .. S SUCH AS DAMS. PERIMETER BERMS, DIKES AND DIVERSIONS DATE: OS/25/05 SHDIJN ON THE DRAWINGS. IN ADDITION. caNltRUCTIDN SHALL BE IN CONrORMANCE 'WITH HIGHLANDS ITEM ON THE CONTRACTOR'S BID. oTHERVISE. THE IMME:DlA Y FDLLO"'ING INSTALLATION. 16. PROPERTIES AND 'WATERWAYS DO'w'NSTREAM rROM THE CHECKED BY, L . A CDUNTY REQUIREMENTS. CONTRACTOR CERTIFIES THAT THE COST OF CoMPL ANCE IS ~ CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT . INCLUDED IN THE UNIT COST Dr ALL ITEMS Dr 'WORK. \lHICH 7. SURf' RUNOFF" rROM DISTURBED AREAS. THAT ARE COMPRISED or DEPOSITION AND EROSION. NUIo1.-040105-1-Sf - rLlJIJ f" DRAINAGE AREAS GREATER THAN OR EQUAL TO ONE ACRE, A. ASPHAL TI PRIME COAT AND TACK COAT rOR BASE COURSE, THIS REQUIREMENT APPLIES. AND BET'w'EEN Llns. SHALL CONrORM TO THE REQUIREMENTS SHALL , DNTRoLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN 17. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FoLLo'W OF' SECTIONS 300-1 THROUGH 300-7 OF THE rDOT A. surnCIENT COVER SHALL BE PROVIDED TO CONFORM 'WITH SHALL IESIGNED AND CONSTRUCTED TO ACCOMMODATE THE THE REQUIREMENTS IN INDEX NO, 101, 102 AND t03 OF FDOT SPECIrICATIONS. PRIME COAT SHALL BE APPLIED AT A RATE rDOT REQUIREMENTS. ANTIC SEDIMENT LOADING rROM THE DISTURBED AREA. THE ROAD\lAY AND TRArnc DESIGN STANDARDS. [J' 0.25 GALLONS PER SQUARE YARD AND TACK COAT AT A OUTf"AL. VICE DR DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL RATE or 0.10 GALLONS PER SQUARE YARD. UNLESS OTHER'WISE B. CORREGATED METAL PIPE (CMP/CAP), ALL CMP SHALL BE DRAI E:A rLO'WING THROUGH THE DEVICE rROM THE DISTURBED 18. THE REVIEIJER MAY APPROVE MoDlrICATlONS OR ALTER THE APPRDVED BY THE ENGINEER. ALUMINUM ALLOY, ROUND. HELlCAL-'WOUND CORREGATED PIPE AREA. PLANS FOR THESE EROSION CONTROL CRITERIA DUE TO SITE SHEET NO. CONrORMING TO THE AASHTO-M 19~-74 AND FDOT SECTION 8. r ANY SIGNlnCANT RAINFALL EVENT. SEDIMENT CONTROL SPEClnc CONDITIONS, 5 ASPHALT SURrACE COURSE SHALL BE ONE AND 1/2-INCH or 945. PIPE ENDS AT JOINTS SHALL BE REFORMED TO ANNULAR TYPE: S-3 PER rDIJT SECTION 331, VITH A MAXIMUM CORRUGATIONS FOR THE COMPLETE BAND 'WIDTH. ALL JOINTS STRUCT "'ILL BE INSPECTED F"DR INTEGRITY AND rUNCTIONALITY. . AGGREGATE SIZE OF 1/2-INCH AND SHALL HAVE A MINIMUM SHALL BE SOIL-TIGHT. ALL CONNECTING BANDS SHALL BE Atl( DE:VICES SHALL BE CORRECTED IMMEDIATELY. " MARSHALL STABILITY or 1.000 POUNDS, THICKNESS SHALL BE CORRUGATED ANNULAR COUPLING BANDS. A NEOPRENE GASKET ATED RUNorF SHALL NOT FLO'" DO'WN CUT OR FILL SLOPES OF AT LEAST SEVEN INCHES "'IDE BY 3/8 INCH THICK SHALL ~ AS SPECIFIED ABOVE F"OR EACH PAVEMENT SECTION. BE USED roR ALL PIPES. ALL CMP SHALL BE INSTALLED AT AINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT OF 5 SHEETS a B. BASE:, AN EIGHT-INCH LlMEROCK BASE MATERIAL SHALL MAXIMUM LENGTHS TO REDUCE THE NUMBER OF JOINTS. STRUCTURE. ~ BE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTo C, OUTFALL CONTROL STRUCTURE' SHALL BE CONSTRUCTED PER R \lATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE ;.; T-180. ALL LIMEROCK-SHELL SHALL MEET THE MINIMUM :i REQUIREMENTS or rDOT SECTION 9J1. AS AN ALTERNATIVE, THE ENCLOSED SPECIFICATIONS TO ENSURE BLEEDER INVERT 'ECTIVE PROTECTION SHALL BE PROVIDED. L ~ CEMENTED COQUINA CONFORMING TO FDOT SECTION 915 MAY ELEVATION AND 'WIER CREST ELEVATIONS AS OUTLINED ON LORIS ASMUSSEN :, BE USED AS A SUBSTITUTE. 'WITH THE SAME COMPACTION THE DETAIL SHEET. C~~~ ~ SPECIrICATlONS PREVIOUSLY DESCRIBE:D. (863) 763-8~"E ," .; C. SUB-GRADE' AN EIGHT-INCH SUB-GRADE SHALL BE po. BOX 1998 : COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180, OKEECHOBEE F'L ¡ < AND STABILIZED TO A MINIMUM rBv OF 50 PSI. SUB-GRADE 34973-1998 , SHALL BE THOROUGHLY ROLLED \11TH A PNEUMATlC~TlRED ROLLER PRIOR TO SCHEDULING ANY SUB-GRADE INSPECTION. <=> 0 <=> <:) 0 <=> <:) 0 to lD U1 r-- - ~ ~ a CJ 0 0 3 2 ~ · 6 5 ~ ~ k3 ~ I g I 9 8 ~ 7 I w ~i ~ ~ r-: ~) r--:: r-... (T) "" f"f"I ,'--' M a~ Ln f'r; \...!ì C'J ~ ~rJ -.;:ri¡~ --:1 ~ _, -..:.:r _-¡ ;;; - ---:~:~ -,--~-=---=- L___ . . --/-~. ---~ o r"ff, Co 0 0 (~ oo::::r r---. 0"1 0 ""J" (¡) 0 I......, -.r-t gg~. Ig LCl LO '.-._ LC1 r...;, _I'- ,', -.:. ;' _ I-"~ . g §':',-':,,': 8 .'" :~ 0 11 \:; ~ ~ . ~ ra. . 12 10 R ~ ;,_ ~ 1_~ (Y)i'fl (l") ~ ~~ -~ (T) 50 50 I I 3 ;"'...,~.." · 6 2 .. 1 - 8 . 7 a " ~ a . ~ :::: 4.;- ... r"", 2~ '. 0_ --' ao 00 cu C'\J 0')10'> 00 oak, GO "" ' ,,- 7 8 9 1 C 8 811 ......... ....... i.C) 111 ¿" ',_ g:: ~ j¿1:tJ~ (T) M lrI L{1 - - (T) "" ... 31537.35001 . . . ,a - 5 3 t.J . 5·, 8 7 ·'f!I·3153 50 0 000 ' . \ !¡;¡i \:. II Jj5JI3500100 ~700070 ( jr-¡2Á1~ 1 ~... . ~, ~:--..,~ --~ c' '." '7 ~ ~\1'1'~'~':l'2 1.0 (T) r-- "" L{1 · 1375 J~n Street, Suite 206 Fort My s, Florida 33901-2845 Phone: 239-334-3366 Fax: 239-334-6384 Emai1: larue-planning~att.net Staff Report - Site Plan Review / Prepared for: The City of Okeechobee Applicant: Courthouse Plaza " . . . Staff Report Site Plan Review Applicant's Name: Courthouse Plaza General Information Owner: Mike Jimenez/Courthouse Plaza LLC Owner Address: 12450 NW South River Drive Miami, FL 33178 Owner Phone Number: 305-883-9878 Fax: 305-888-1816 Legal Description of Subject Property: Lots 7, 8, 9 and 10, Block 92, OKEECHOBE~ according to the plat thereof as recorded in Plat Book 5, Page 5 of the Public Records of Okeechobee County, Florida. Discussion: This is a site plan review for 8,000 square feet office building with a parking lot. Findings: Existine: Proposed Land Use Vacant Office building Future Land Use Map Commercial Same Zoning CPO Same Required Provided Density Min Lot Area 6.250 square feet 28,000 square feet Min Lot Width 50 feet 200 feet Setback Requirements Front 20 ft to buildings & 10ft to 10 feet parking! driveway Sides 8 ft: 20 ft abutting residential 11 feet district Rear 10 ft: 20 ft abutting 10 feet residential district Max Lot Coverage 50% 28.6% Max Imperv Surface 60% 61% Maximum Height 45 feet 30 feet Page -1- . Staff Report . . Site Plan Review Applicant's Name: Courthouse Plaza Parking 1/300 square feet 16 on site Number of spaces 27 total 9 on sheet 25 Total Landscaping Parking Area 7 trees 9 trees, 26 shrubs Buffer 10ft along street & 2 ft along 30 feet property lines Recommendation: Staff does not recommend for approval of the site plan review until the following conditions are met: 1. The applicant is proposing street parking along NW 5th Street. It must be demonstrated that on-street parking is available in the area. 2. The applicant must provide 2 additional parking spaces for the proposed structure. 3. Building elevations should be demonstrated. 4. The impervious area must be reduced to meet Land Development Code requirements. Submitted by: James G. LaRue, AICP Planning Consultant June 14, 2005 Page -2- I . . Project Name: Ll>(\D~ :r:." e (Ç /!t{t:/,)tI B City of Okeechobee Checklist for Site Plan Review Applications Description Date Ck'd Submitted 1 Eleven (II) copies of completed application 2 Eleven (11) copies of sealed site plan drawings including landscaping plan 3 Three (3) sealed boundary and topographic surveys with legal description of site and parcel number included 4 Three (3) copies of sealed drainage calculations 5 Location map of site (may be on the cover sheet) 6 Two (2) sets of Aerials of the site 7 One (I) copy of most recent recorded Warranty Deed 8 Other supporting documentation (pictures, conceptual drawings, etc.) optional 9 Application fee $ 400.00, plus $ 30.00 per acre fee Revised 3-19-03 . . City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, Florida 34974 Phone: (863) 763-3372 Fax (863) 763-1686 Application for Site Plan Review Name of Project: LVI"! ó'(J....é'Z::- dCyj;Wd K~~ ¡ ~~Jt¡~ Jle~T Applicant: ßf' ~ D L..,~ Vl..~ Ý Property Owner: Description of project including all proposed uses: :;,,1 ~ COVl'\'(Ù~ :C~ 171t:tt!~1 :¿ , ¿064~J ¡'AI .5ó,,'¿i.. µ)¿>r ~ ') "Æ- o-fl- BJ~' /s. PI4Z-A- ~/2¿>'Z{ ~~ ì I ,¿ Number/description of phases: Location of/Directions to the project: "~'}g- /75/ ~Ar;yp7//tl1/iT: oRe. ¿f 't".¿'~_ .. /i:J '0 ;h¡.¢l ~u-- L/~/, ¡/J,-p ''c¿:/ ¡:S ¿JJ1 £~d :>/0 / ¿A4' ;AI~ KI ~ P~r'-/t.> Re4£.P( E . f . tt/' rt C ~ , J?1- ¡'" ¡¿; ~1 hi ItJI (íL XIS mg Improvemen s on prope y: oJ,1 f! r'c..- r' ~5£:; Sfr/p(Jêcl (JitÎ/r:; -=¥,ôl:s CI Is proposed use different from existing or prior use? (~ Yes) (_No) (_N/A) Total Land area in square feet: or acres: ¡, II( Existing impervious surface: square feet acres era % of site Additional impervious surface: square feet acres 0 % of site Proposed total impervious surface square feet acres 9& % of site Source of Potable Water: ät/oVA Method of sewage disposal: Ai / ¡!l- I Current zoning: Current Future Land Use: Parcel identification number: 2--Z-~- 37- 3·r--t}J!OO -- 000 ¿.¢ - /fa£) , . . Application for Site Plan Review Page 2 Name of project: L u ~'\ ~ \t '~c:.¿, /!/fð.élwç Applicant '"g""S, £vHdr / /7-h,y ¿f 4h,~ l' / ~~'1C;; . Address: ¡~"1~ /~ S 2- S. ~(.J.. 1<9 g 'k/'/'. Phone: ßtz3-~Z~ 73iS Fax: Other phone: Contact Person: b .4-1:::' ¿VttJý / tJé;Ç /<JL'17 (7lt5-ÝJII() I Address: / lfsz ">:tÆJ, /'f7!A ~r'/ I ~/¿ -ec ; ¡::c Phone: Ek~ -- 1£34... 7:5/.> Fax: Other phone: Property Owner: K\~,~A\2\::> Þ ~ s,..;¡¡J. bI,4- L tI ~s -f Address: ¡ 7 S"'t( .so......,)) f?-.-l fire \ì I9-tlèJ, Phone: /k/s--7ZZZ- Fax: Engineer: ¿ ~r P&'?, ¡¿II J1 s;.o".j Fn-#1/7te/7 Address: Z2 '3 /J1aJ)1 &£,-'71--" CL 3 z 72-& Phone: 5S~Z. - £43'- S~52:. Fax: Surveyor: .- j(.... iWI. <:;:. Q. f-.\-l noto (/t h Address: ZOZ!C'> S. ~Å~ \\ .~U (];. Phone: k:.. ~7- S7ÐD Fax: . . . City of Okeechobee Technical Review Committee Hearing and Deadline Dates The Cìty ofOkeechobee Technical Review Committee meets on the third Wednesday of each month at 10:00 a.m. in the City Council Chambers, City Hall, 55 S.E. Third Avenue, Okeechobee, Florida. A completed application, supporting documents and appropriate filing fee must be submitted by the cut-off date to be scheduled for the next available hearing date. Incomplete applications will not be scheduled until they are complete. Submit completed applications to the General Services Department, 55 S.E. Third Avenue, Room 101, Okeechobee, Florida, 34974. The Department requires that the applicant or a representative attend each hearing. Application must be received by Meeting Dates (cut-off date) January 5, 2005 January 19,2005 February 2,2005 February 16, 2005 March 2,2005 March 16,2005 April 6, 2005 April 20, 2005 May 4, 2005 May 18, 2005 June 1, 2005 June 15, 2005 July 6, 2005 July 20,2005 August 3, 2005 August 17, 2005 September 7,2005 September 21, 2005 October 5, 2005 October 19,2005 November 2,2005 November 16, 2005 December 7, 2005 December 21, 2005 Dates are subject to change without prior notification. (Revised 12-1-03) · OV/NERI BRAD LUNDY LOCA TION ADDRESS I 1759 SOUTH PARROT AVE. OKEECHOBEE, FL. 34974 COUNTY' OKEECHOBEE CO. FL. CODE REQUIREMENTS: ROOF L.L. = 20 psf DEAD LOAD = 3 psf FLOOR L.L. = 50 psf V/IND = 120 MPH IMP. FACTOR = 1.0 CATEGORY = B GCpl = ±0.18 DATE: 03 24 05 LARRY PARKINSON SCALE: NTS F'PE 147617 COVER SHEET REV: 223 MAGN<I..IA CIRClE (352)483-3958 EUSTIS, A.. 32726 <4x8 STL TUBE .12S"x3" s.s.sq. tube VELDED FRAME elded frame for ice maker(On top of Unit) 2x2 angle ~;-~-~-- I I I I o.rOIIId bIn"'i I I I I . 1 ,,---------, Ice ~ I > ,. I I I I 9 ÌD I 1 I ~-------r~---7'---~~-- ---~---7~-----~~- -------.....---- I I I" /' \! " ' ',,/ ' " " , I', /' " " "';!_.... " ,'-', ",' ',.,I 10 _I ~-~----- ---~L---~--~----~-~-~----~--itõ-- -~--------_....- I I bagger I I Q - I I ~ I I ~ I I L_________.J I tl .ø I : ....J I I .ø I ~-~~ I 3x3 tube I --------1:M!ta..- I I '- InsuI.a'ted I 23'-0" \ FLOOR & ROOF PLAN VIEW " , " '... -- ··:.'~\.Joo'Ci':':-:~.....~..t_li-.:~....:- :"';.)!~-~ ··1-~)t."~.......-·",,,,:.;~""n~~ ...'f... .- -.::..., .....:-,,;... ". .. -..::.~*-",¿,;..~:':.:: .~I ... r..·..· ~ ¡"''''''r--, Ice ~ ----- ------ '., (. ,......- ~------------ 'J' -..........l.c:'"",................ ~ .:i ---------, -- \ .,,;::....- M ICE BIN """v \_ ......_-......\ JIÞ -- ~ ~, \ --~ . . \ ....-,-... Þ1 10-0 bagger ~~'l . untt ~ -~.: ,- a ~ I ......, .........>.,..-- I: I .. ...... \ ........... N Ò '..... \ .....~..... I -....,::'..... \......~ - .... ~ '...\ --':- ~ ....-... ' ~ --- ~ -......-..... ~ ---J..._ SEC SIDE VIEW Ice Mo.ker Suppor't Fro.fte 3x3x1/8"sq. tube bol'ted 'to <4x8 f'ro.fte ~ tf E PACKAGING TECHNOL IE , 4x8 Vel.ded HTREE INDUST. BLVD. PMB 515-5 Fro.IW SEC END VIEW SVANEE, GA. 30024 770-826-8806 DAlE: 2405 LARRY PARKINSON AUTO-CAD TECHNICAL SERVICES SCAlE: NlS FPE 147617 ROOF PLAN REV: SHIRLEY CRISP A1 223 MAGNWA aRClE (352)483-3958 1414 SOU1H ST. I.EES8URG, A.. 34748 SEC VIEWS EUS1I5. FL 32726 352-365-2279 FAX 352-365-1785 . . 4x8' ~A B ~ :'-S" ¿ 2x6x2x.093' Ugo. Z-BAR . lI-CHANNEL 'TIE DOWNS' 11QCl STEEL ANGLE ·4x8x3/16 - 6) .. SIDES TYP. TUIE STEEL SEE DETAIL I 3" ANGLE WELDED TO II n _~-BAR W/1 1/2"x11 go BAR STOCK WELDED TO 3x3x1/S - . BOT. OF Z-BAR TUBE STEEL . Ò I~ I I ¿ ~ 8: 5 0 1\ . I 0... ~ 0... ;::) (f) 1 1/2· ANGLE IRON 0 WELDED FLUSH TO 0 ~BOTTOM OF 4xS TUBE ...J FRAME SIDES LA- ÎXS SlL BEAM NOTE: MITER CUT & WELD FRAME BEAMS ( V A .. 6· INSULATED "'ALL PANEL 1\ . B .. ClIfT. IJ-CHANNEL C .. '1~<Nn>S. T. SCREW (S· D.C. 1'10.)() 01 D .. 4x8x3/16· STEEL TUBE BEAM (f) <'JELDED fRAME) ¡::f '--A ~R IN E .. PLASTIC "'ODD FLIXR COVERING <Opt> m F .. 4· INSULATED FLIXR PANNEL ITI G .. Z-BAR @ N>X- 14· o.c. > 4xS STL H .. STEEL ANGLE \ÆL.D TO BEAM š::: BEAM -I ANGLE SUPPORT \JELDED @ ENDS OF Z-BAR 112 ANGLE "'ELDED TO Z-JAR @ CNTR. LENGTH. 1 1/2·x11 go GLE WELDED ON BOT. OF 'Z·. 1 1/2"x11 go ANGLE WELDED 4'-4"----1 4xS WELDED NGLE WELDED B-IfG SlL TUB~ rn BOT. OF .:-J~:_-_i] SEC FRAME ALL FRAME MEMBERS ARE WELDED CONNECTIONS. A-A INNOVATIVE PACKAGING TECHNOLOGIES. INC. ~,J'- 400 PEACHTREE INDUST. BLVD. PMB 515-5 S"'ANEE. GA. 30024 776-826-8806 DATE': 03 ~ 05 LARRY PARKINSON AD TECHNICAL SERVICES PLAN SCALE: NTS FPE #47617 S I CRISP A2 REV: 223 MAGNWA ClRa..E (352)483-3958 1414 SCU1H ST. LEESBURG, FL 34748 EUS1IS, FL 32726 352-365-2279 FAX 352-365-1785 NOTE: MITER CUT & WELD FRAME BEAMS _1 ANGLE stJPPIJRT WELDED @ ENDS \JF' Z-BAR DTL. 8 DTL. A IR2 ANGLE WELDED TO Z-BAR It CNTR. LENGTH. A = 6' INSULATED WALL PANEL B = CDNT. U-CHANNEL C = #10x1/2'(I'IIn)S.T. SCREW B'o.c:.(",o.X> D = 4x8x3/16' STEEL TUBE BEAM (WELDED f'RAME> E = PLASTIC \JDDD f'LDIJR COVERING F = 4' INSlLATED FLOOR PANNEL G = Z-BAR @ APX. 14' D.C. H = STEEL ANGLE \JELD TO BEAM J = 2'x6'~x.093' u-cHANNEL EE DTl B K = 2"x6·x2"x26g0. IJ-CHANNEL L = 1/4'xS' S.s.scRE\I WINED. WASHER 1'-6·o.c:.<-X> '. , .~. .-':." 0·-':." I 8"-8' I . , ..... .-.... · " .... ~. "- ......' 26 G METAL TRIM ' . ....... " ....:...... 0 ... .:0:. ..- I < 'b .: # .. , '. Q -- ~ NSULATEO PANE I ...0 ;: Ò · ::,"0 · " ULK ICE .,->. MONEY & SWITCH :...:-. VENDING BOX AG ICE .,,- .0'''' SEE DTl 4"xS"x3/16" " '. STL. TUBE E LEV. END NTS SEC INNOVATIVE PACKAGING TECHNOLOGIES, INC. 400 PEACHTREE INDUST. BL VI). PHB 515-5 SWANEE, GA. 30024 770-826-8806 DATE: 03 24 05 LARRY PARKINSON SCALE: NTS FPE 147617 A3 REV: 223 MAGNOLIA ClRa..£ (352)483-3958 EUS1I5, FL 32726 , CAULK INSIDE CORNER INSULATED PANEL ROOVE R-Value by ASTM C 236 = 32.0 Foamed-in-place PoIysyrene w/oppx. ·~:\·:;:~::';~~~~:~~~::;2~ '~i ::~. ~r~>~;~~;g::·~:~~i~~' density of 2.4 Ibs/cu. ft. Interlocking Joint FËMÀì.i·sì6'Er;:~~::::-:,\ ;. ,\,~·::~:-:M~J.t,~~ip~~~ Panel Skin of 26 Gauge Galvanized Steel M~~;~i~~;~:j£iSi~.· ~:£l~~>~:~~~~~t~~r~~~ NTS I 46" I WALL· rÑSTALLATlON DIRECTION ~':.~~ ~~..!.~-P.t:;.:;,~~ç.:~.;:o.~,,":~~~.~¿~~:t~;;:.:t t .......!'<t'...".'"'Ii:...::-.,. '"J9"\" .'\:....... ....'O't---~ - . !I. = TYP. PANEL CONNECTION NTS LENG1H OF PANEL VARIES ~ AS TO DESIGN CRITERIA = .q- e e e SKIR 18go METAL STRAP /( 3)114x1" S. T. o EA. ANCHOR (4) 4x8x16 CONC. LOCKS FILL CNTRS. W/200Opsi CONC. . ~~'~~~:}~~~'.'~j: ~~~:::~I:~' 1ST. CONCRETE 8 'TIE DOWNS' A "" FOR GROUND OR ASPHAL 8 = FOR CONCRETE MOBILE HOME ANCHOR 5/8" W/S" AUGER ATTACH 1"x18 GA STRAP EAR1H ELEMENT Wl1H TO FRAME W/(3) #14x1" 2500# HOLD. S. T. SCREWS, ATTACH TO ATTACH 1"x18 GA STRAP CONC. BLOCK W/1/4"x1" TAP-CON ANCHOR TO CONC./ASPH. W/1/4"x4" TO FRAME W/(3) #14x1" TAP-CON OR EQU. S.T. SCREWS, ATTACH TO M.H. ANCHOR AND RACHET DOWN. PERMA1HERM PANEL CODE COMPUANCE LOAD TEST THE ALLDVABLE YIND LDAD FOR THE 6' EXPANDED POL YSYRENE "'ALL AND RDIF PANELS MEET THE MINIMUM REQUIREMENTS FOR 150 MPH "'IN» PRESSURE: AS DEf'INED IN SEI/ASCE 7-02, 'MINIMUM DISIGN LDADS f1JR BUILDINGS AND OTHER STRUCTURES.' THE DESIGN PRESSURES "'ERE GENERATED USING SIHPLIFlED DESIGN YIND PRESSURE FOR ENCLDSED BUILDINGS, ASSUMING A CATEGORY C EXPOSURE AT 30 FT. \lITH AN IMPI:RTANCE FACTOR, I=LO. THE MAXIMUM HDRIZDNTAL DESIGN PRESSURE f1JR 150 MPH. LOCATED IN THE END ZONE IS 43.2 PSI". AND THE MAXIMUM VERTICAL DESIGN PRESSURE LOCATED IN THE END ZeNE IS 51.9 PSI" <UPLIFT>. THE MAXIML14 SPAN f1JR THE SIDE "'ALL CDNDmDN IS 7.50 FT. (SINGLE SPAN>. AND THE MAXIMUM SPAN FOR THE RDIF PANEL IS 7.0 FT. ASSUMING A TRIPLE SPAN CDNDITIDN. \JIND VELOCITY VALUES ARE 3-SECDND GUST SPEEDS AT 33 FT. ABOVE THE GROUND FOR EXPDSlIRE C CATEGl:RY AND ARE ASSDCIATED \lITH AN ANUAL PROBABILITY Df' 0.02. AUTO-CAD TECHNICAL SERVICES ANCHOR A4 SHIRLEY CRISP DTLS & NOTES (352}483-3958 1414 SOU1H ST. I.EES8URG, FL 34748 352-365-2279 FAX 352-365-1785 --- - --_.-..~--- --.-.-........_....-." _.~._- -_.~-----_._--_. I I . ~ ~~'~oe'W__7______~2~____ ¡ -----~~--- - _~Œ~_~_.../ 28 :\27 r __ I~ ¡ ! , i~·'$,.t~,¡:'~-· ~@I!1I¡¡j)@]®I?W ~1!1I1?W@W I ~ - ~ t' @~ ® [p)®I?©@O@il O®¡¡j)@] ~w~líù® ~¡¡j) ~@©~~@Iíù ~®9 ü@I':§ì7¡¡j)~!JiJð~ ~U' ~D9 lRJ(IDIíù®@ ~® ~D '.n -, Œ - - Ü ®O~®IJï¡®~~~~ 1MJ@1?~@]ð®1íù N'~"""', __~ G---~- ~:6~:: ~, _Œ_...:, ~~--- I @~~~©!JiJ@IÞ>~@ ©@I!1IIíù~W9 1F~@l?ð@]® - m:~n.L_______hnmh_m___mm_mm_m~_':hm______m__m_.,.¿_hm.:==_':'_____~m__m It. :~m_____~"~m__h_ ~ : ©ðftW @ff @~@@©!JiJ@iQ)@@ 1f."1ftJ[12r /" -- _1otCf1'Î UIIKT~ IICIIII~ I'D B/" II ......... 0.''''''.011''' _:~ _......~Œ §Iõ rTmIilWlMO.U IS en ~~ 0'", --1 , _ P I j j --1 __ I!! ' rrl I 2~ 2 I ~z -' ~~ Ii I :::0 ~~ ~~ SC I o 0t;i , , Po ~~ ~~ _ \ I ac:8 I .. g~~ , z ' , "~OJ "... · , ¡ ~ ~J ~ I o W -.-: ~2~ Ø~-6 I ~ _cw_ 1" OIl 1"11"'" ,~ --'" CUIIIf:UT 5Q'lftaK ~ , (J1 _ ~1~ _' ~: eS.f ~ ~'f ' ; NOT PI.ATT[Ø ¡ - - - - -- - - -\- - =-==..,- ! - - - - -- J~ ~30'48-=ET ~ - 359;67'1,( 1./.1' ~ I!:: EASTD _~._~I._~.U' '" *' =~: !b@©®1kö@1íù IMJ®~ -0 " I P : :::0 ~ I ~ ~-~. ~ o ,¡ _ ~ ' ¡OUMJU :;: ~ ~ ~ t DESCRrPT10N (recited from ORB 338. PC 723) --1 -~ '" >: 1 --1 :1)).'" ....11' )I.W _ r.f A porcel of land lying in .sec~ion_.2B, Township 37 South, Range 35 East, Okeechabee --------------------------------------------------------------------------------------------------------- -------------.--- _: ~ ~g~n.~, o~IO:¿~. S~~i~gn "2ã.e t~~~~~U~r1Õtr~~,~~~e~ ~~o~~II~~:: Ea~f~~e~~e S~!d t~~c~~~h~g~t »< ¡¡IS a distance of 1060.86 'f.et thence S 89'31'20M W, a distance of 65.91 feet for the Point 8. ~ of Beginning; thence S.OO"()4.'09w E, a distance of 70.92 feet; thence S 89'31'26- W, c rrl ~ ~ I,., distonçe of 294.04 feet to the East right of way line of $tote Rood 15 (being 100 feet Z I 1lQUS1DWIDI~LØ: ... II in width); thence N Ocr09'S'" W oJong loid ri<)ht of way line, 0 distance af 172.37 feet; C ---- (-~._-~'" ¡""nee N 89'30'25" E 0 dõstonce of 295.16 feet: thence S 00"04'09M E, a distance of 1'D1/t"1IIC1U_ NOT INCLUDED 101.29 .. t t th p' t f B . . rTl I S8Q"31.~20"'W ~~j:g:: ~ ~ ~:,. ~ NOT PLATIED: e 0 e 010 0 egmnlng. . _u - - I ALSO a non-exclusive easemenf 'for ingress cnd egress over cnd across the South 27.63 '- +- f 1""- feet. of that patcel of ~nd in Section 28, Township 37 South, Range 35 East os described .......... --~. I in that certain Warranty Deed doted Au9ust 17. 1984 and recorded in O.R. Book 26.3, Page . -~#~~ L I 1057 of the public records of OkMchobee County, Florida. NOTflNCLUDED tS ÞSrI.N"'___~ I . C J.t ~_ ~CONIX%( ~ (j) ." = / I . .. . I . 2'.04' I _ _ --L _ _ _ . . ----š!W"3Q'48-:::;;;-;- 3:-9.56' I..: C) .' .~ _ _ WEST D 'B5' , 0 C -.. _ : SURVEYORS NOlES . . I ""C__._..__._ _.=..:;¡ _,. __ ~ ___ _ :E _ 2t3. N -, I Lands described hereon not obstGc::t~d . b.r this office. Þ I, f -< ¡ Underoround utilitie. and f~undations,. ~f .on)'. are not shown. The description shown hereon wa~ provided by the client -þ:..! 'of \'; I and/or his/her CJgent. \ .þ. I ' , ~ . " , I Nat valid without the signoture and the ori9inal raised -...\ ! ~ ~ ~ "-t. ': ' .I. . 1101 of a Florida Hcensed .uNeyor. end mapper. "f ¡ : The survey~r did not interview adjOining.'land owners for unrecor(1ed: deeds or. eas~ments. Elevations shown. if ·any,.ar, ba.ed upon! assumed datum. ~ Lands shown hereon ore located in .FIOod Zone C. according I to FIRM panel no. 120171 02008. doted 2-4-81. ~~. I I :=:::~ .. DED _I ~ P'Dperty odd"..: 1815 SOUT11 PARRo.TT AVENUE, OKEECHOBEE, FL , (j::ll:D N::':~:O ~:~ T ( .....~ " , , II: '- , SURVEYORS CERTIFICAT! ~ M I I hereby certify that the ottocheô lketeh 01 survey of the hereon r 1110' - ~ ....... ~ 1 described property is· t!"Je end cotTect. to the best of my knowledge ¡ ......... ~ LEGEND and belief 05 surveyed in the field under my direct supervision. I :2 ~~ =5J~..u~C = SET 5/8" IRON RCD WITH RED CAP STA&lPtD "ALMOND PSM 5081" : u ct to the qualificCltiOnt ted herean I IRC RLS ~ IRON ROD WITH YELLOW CAP STAIotPED "RLS 29Ilol" CERTlFlED TO ONLY THE FOLLOWING PARTIES: , ~~~ êO:'~HTFË~6ËW~RNER 's PlAZA, INC. L CONC ~ CONCRErr E NATIONAl BANK, ITS SUCCESSORS AND/OR ASSIGNS , -----~~----- UP ~ UTIlm POLE ~~~-~E,N~~~~U~Cp~~~~~, INC. I FIRST AMERICAN Tln.E INSURANCE COMPANY, INC. UNI1EO GENERAL TInE INSURANCE COMPANY, INC. 'I . - nc ~ 1/' . '"' . ". Œ jl lAST FIELD SURVEY DATI: OCTOBER 26. 1998 SlCl'DlII_»-. I . i __ _ __ _ _ ~-=~~ =·~~!~~~~u_ u - __ - __ - __ - - __ __ - - - - __ - - - - __ _u - - - ¡ ~~ðaMgL~.N~Å~~V~.~g~P.ec!:~êT~T ------,---------------------------------------- I @ 2020 SOUTH PARROTT AVENUE, SUITE 102-0 @ I ,- I OKEECHOBEE. ,LORIOA 34974-2884 I A1'~:J:;:m..~~~, TEL: (941) 467-5100 FAX: (941) 467-6121 I I __ 011 -.a: ~v. £~"'IL: Jl'"oOoke.chob...cam I I PROJECT NUMBER Fjeld Book 51/59-62,70 Date fil. 9845B.RWS SHEET ~ @ ØI a:. ft\ SCALE ,-- - 20' Refer to 5.tol""net file /s 11 of 11 ~ OP ~AIn' ~ ~ (Q) c:=tr y¡ ~ COPYRIGHT, 1998 okee.dot _ . .... _jt' h(ß4J f ~'..~ 'f:1 . I , ~ ,~ ("-'_' " ' ,..,,"'- ~' 'iJII"J_iN::; " %t! ~....'" ....... " '- ¥¡~~¥ '§'" . 9 . ..~.' " >. ..' .... 4.. '. .. .. ~f!Þ ~ .' , ~. '.:=' f' \ ~ 'íá! ,~. - . . LARuE PLANNING & MANAGEMENT SERVICES, Inc. 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 239-334-3366· FAX: 239-334-6384 e-mail: larue-planning@att.net Memo To: TRC Members From: James G. LaRue, AICP Date: June 13, 2005 Subject: Site Plan Review for Brad Lundy After reviewing the proposed site plan and examining the Unified Land Development Code, the following concerns were raised: 1. The applicant has not provided a letter of consent fÌom the property owners stating that the proposed use would be lawful. 2. There is no data to support whether the use is compatible with current and future uses on the subject property. 3. a. The applicant has not stated or shown on the site plan whether the proposed structure would be discontinuing any of the existing/proposed parking spaces that would be required for the current use (or future uses for that matter). b. It is not known whether the parking is conforming (in terms of number of spaces) for the existing uses. 4. This request is not listed-either as a permitted, special exception, or accessory use--in the CHV Zoning District. 5. The location of the ice house machine is not conducive to the best traffic patterns for ingress/egress and parking. JGL:lk cc: Katrina Cook, General Services, Coordinator - . . To: City of Okeechobee From: Brad Lundy Date: June 15,2005 Subject: Letter of consent to use the property stated within the lease between Pogey's Plaza, Inc and L&T Ice, LLC L&T Ice, LLC has the approval ofPogey's Plaza, Inc.(Richard and Sandra Vest) to use the property identified on the site plan for the proposed use of the ice house machine. S incerttly;--- -" -"..."-'" - -- ............"... Richard V Sandra Ve - . . To: James G. LaRue, AICP & TRC Members From: Brad Lundy Date: June 15,2005 Subject: Answers to concerns for proposed site plan. Concern #2: N/A Concern #3: a. The proposed structure will be discontinuing 4 of the 61 existing parking spaces on the subject property. b. There are currently 61 parking spaces on this property and ~4 7 are required for the business that is currently existing. (~16 - Rocky's, ~6 - Playtime, & ~25 - Rhino Lining) Concern #4: The unit would be for retail sales of 16 lb bags of ice and 20lbs units of bulk Ice. Concern#5: I will provide a copy of the site plan showing the typical traffic flow of this property. I believe it will show the location of the ice machine to be in a favorable location concerning the flow of traffic and customer parking. SinCerelY~ J ~ --...... Brad Lundy - ~ .. § , " I~_- - - -- - - r - ~':;[~ ~ - - - - - - - - - - -:-.- - ~\ .. - - - - - - - - "5<!f::~~~" - - - -.. - - - ~- - -.. - - - -.. - - - - - - - ~6~0; UI '. .' -:.'- I - ~i' . - s III , ;.1 ~ ~ f 'i! / . ,:iJI II ! ~ I I ~': è I' . §! z !i! I ¥ , I~ II is I I ~ i I I r. ( 1:1 I ~ r ,~ I ~~R ' I R hR I ~i~ ~ :15 2 . .. ----..... SOO'o"on \, _._.J... _ . I - 70.~2' I r "n' ~ ! (~I I I W I ~ ~ ~¡ s I ',- øl 8 ~ · ! W I '\ ',.. I L u"u u: l.. 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' ~ I . .. . ,..--------- ~: ;~ i : I' ., ;~ ¡ ~ ~;. s~i~ ! .-. šJ', ~ ~ ~~ ~d. ¡ I kd. ._,Vi)" ¡ __,___L_.__ HOO'1J'4ð'"W U .......11 ...._11 Ht.KTOO·~' "W II .......-11..._ / NOO"IJ,~HI~,OO' t.I (ORB 2.', PG 105/) .......- ...." ~- - - - _-:_------------ - - - -- - -- --=-~- - - --- - - -.. ---- - - -----q -- STATE ROAD NO. 15 / PARRon AVENUE / US HIGHWAY 441 a_. . I . . LARuE PLANNING & MANAGEMENT SERVICES, Inc. 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 239-334-3366· FAX: 239-334-6384 e-mail: larue-planning@att.net Memo To: TRC Members From: James G. LaRue, AICP Date: June 17,2005 Subject: Site Plan Update for Brad Lundy The applicant has submitted new information for the proposed Ice House to be located on US 441. In our original review, outlined in a memo dated June 13th, Staff had concerns that the applicant has satisfied. 1. The applicant has provided a letter of consent from the property owner allowing a portion of the property to be used as an ice house. 2. There is no data to support whether the use is compatible with current and future uses on the subject property but such an accessory use is similar to bottled water stations located at other locations in Town. 3. (a) & (b) The applicant has shown that the proposed ice house will be placed on 4 of the 61 parking spaces on the lot. The current uses only require 47 spaces. As such, the applicant will not be bringing the total number of spaces below what is required. 4. The Unified Land Development Code is silent as to whether this use is allowed in the CHV district but it is a retail/service oriented use. As such, Staff sees no reason why the applicant should not be allowed to have this use as he has complied with our concerns. Staff recommends that the use be approved. JGL:1k cc: Katrina Cook, General Services Coordinator