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2007-01-24 CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE MINUTES JANUARY 24, 2007 I. Call to Order. Chairperson. Technical Review Committee Meeting - Chairperson. II. Chairperson and Staff Attendance. Secretary. Voting Members: Brian Whitehall, City Administrator Ray Schaub, Building Official Denny Davis, Police Chief Herb Smith, Fire Chief Oscar Bermudez, City Engineer Donnie Robertson, Public Works Director Non-Voting Ex-Officio Members: John Cook, City Attorney Eddie Trent, Okeechobee County Health Department Jim LaRue, LaRue Planning and Management SeNices John Hayford, Okeechobee Utility Authority School Board Representative Betty Clement, Secretary III. Minutes. Secretary PAGE 1 OF 3 ACTION - D Administrator Whitehall called the January 24,2007 Technical Review Committee meeting to order at 10:03 a.m. Secretary Clement Called the roll. Present Present Absent (with consent) Present Present Present Present Present Present (Mr. Bill Brisson attending for Jim LaRue) Present (entered chambers at 10:10 a.m.) Absent (without consent) Present A. Motion to dispense with the reading and approve the Summary of Technical Review Motion to approve minutes by Director Robertson, seconded by Chief Smith. Committee for October 25, 2006 regular meeting. WHITEHALL. YEA SMITH - YEA MOTION CARRIED. VOTE SCHAUB. YEA BERMUDEZ .YEA DAVIS. ABSENT ROBERTSON. YEA IV. New Business. Janua 24, 2007 . TECHNICAL REVIEW COMMITTEE - PAGE 2 OF 3 ACTION - DISCUSSION - VOTE A. Brock Motor Cars Inc. The application was submitted by Loris C. Asmussen in behalf Brock Motor Cars Inc. The application was submitted by Loris C. Asmussen in behalf of applicant Greg Milling. of applicant Greg Milling. The property is owned by Michael and Angela Armstrong. The property is owned by Michael and Angela Armstrong. The applicant proposes site development of a Car The applicant proposes site development of a Car Lot, Office (24' X 24') and Storage Lot, Office (24' X 24') and Storage Shed.(10' X 12'). Property is located at 712 North Parrott Avenue, East, on Shed.(10' X 12'). Property is located at 712 North Parrott Avenue, East on North Parrott the corner of Northeast 8th Street. To be developed in a single phase. Avenue on the corner of Northeast 8th Street. To be developed in a single phase. Mr. Bill Brisson presented the Staff Report for Mr. Jim LaRue. Staff recommends approval with conditions that the landscaping requirements be met. Mr. Brisson reported a correction to the landscaping requirements. The Staff Report reads, required 5 trees and 15 shrubs, should read 3 trees and 15 shrubs. He then stated he was open for questions. Mr. Cook asked whether this application should be required as a special exception, and whether or not there was a special exception issued, is it expired? Chief Smith inquired about the type of building that was going to be erected and what the storage would be? The applicant replied that the building was going to be an office building and that the storage building would be for battery chargers, tool chests and non- flammable items. Engineer Bermudez asked about the public facilities. Mr. Milling stated that the water is provided by Okeechobee Utility Authority and that he had applied for a septic tank through the Health Department. Administrator Whitehall moved to approve a Car Lot with 24 foot by 24 foot office and 10 foot by 12 foot storage shed; seconded by Chief Smith with the following conditions; 1. Subject to Health Permit application. 2. Special Exception still in tact. 3. Building Department review sign issue. 4. Landscape requirements met. AGENDA IV. New Business Continued. A. Brock Motor Cars Inc., 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 SeNices tapes are for the sole purpose of backup for official records of the Department. ~~. John Cook, Chairperson ATTEST: II Janua 24,2007. TECHNICAL REVIEW COMMITTEE. PAGE 3 OF 3 ACTION - DISCUSSION. VOTE I WHITEHALL. YEA SMITH. YEA MOTION CARRIED. VOTE SCHAUB. YEA BERMUDEZ .YEA DAVIS - ABSENT ROBERTSON. YEA There being no further items on the agenda, Chairperson Cook adjourned the Technical Review Committee Meeting at 10:23 a.m. AFFIDAVIT OF PUBLISHER OKEECHOBEE TIMES , 06 S.E. 51h 51., Okeechobee, FL 34974 (863) 763.7283 Published Weekly STATE OF FLORIDA COUNTY OF OKEECHOBEE: Before the undersigned authority personally appeared James A. Hughes, Jr., who on oath says that he is publisher ofthe Okeechobee Times, a newspaper published weekly at Okeechobee in Okeechobee, Florida: that the attached copy of advertisement, being a Technical Review Committee Meetina Notice PO #13335 in the matter of City of Okeechobee Citv of Okeechobee 55 SE Third Avenue Okeechobee. FL 34974-2932 Inthe was published in said newspaper in the issues of Court, 01/18/2007 Affiant further says that the said Okeechobee Times is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been continuously published in said Okeechobee, Florida af, a daily, weekly, or bi-weekly and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the fir,t publication of the attached copy of advertisement; and affiant further says that he has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. ;\ /) ~j JameY:~~~, Jr~,\publiSher) t-A-A--. Sworn to and subscribed before me this / S/~j,- day of '~- .r (r-\ "-,h..-t C( /1 /1 ~/ U I A.D. 2007 (SEAL) n } ) .'. ,/'" .k.. ',yL.w-i 1 ,J- l <' " \ Notary Public ,--r\ / / L 'J'.' U) '. I . l/ b,,---v"/t'~A-'''--I~t..--<--.,-___ .,~~;:;,;&., Roseaiee A Brennan "0 .... ... // ~::~,,\<':6.~ Cornmission #DD318483 ~';;". ~.~"'.:: ExpIres: Jun 25, 2008 //?~~ OF f':'O<{-~ ,.::' - Bonded'Thru //;/;1\\\'\ Atlantic Bonding Co., LnG. TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HEREBY GIVEN 'hat the Technical Review Committee of (he City of Okeechobee will meet in Regular Session on Wednesday. January 24, 2007, 10:00 a.m., City Hall. 55 SE 3rd Ave, Rm 200 Okeechobee, Florida. Tbe public is invited and encouraged to anend. For aeapy of the agenda ~~;~~~~x ~~~~ral Services ~partment (863) ,PLEASE TAKE NOTICE AND BE ADVIS~I? that if any person desires to appeal any deCISIon made by the City Council with res~t 10 any matter considered at this meeting, such Int~rested person will need a record oflhe proceedmgs. and for such purpose may need to ensure a ~erbatim r~cord of the proceedings is ~de. which reco~ mcJudes the testimony and eVidence upon which the appeal is to be based. Tapes are used for the sole purpose of back-up for the Clerk's Office. _ In accordance with the Americans with Disabilities Act (ADA) and Florida Statute 286.26, per~ns with di~a.bilities ne.eding special accommodauon to pWllclpa.te in this proceeding should conta~t Lane Gamlolea. no later than (wo (2) working days prior 10 Ihe proceeding at ~63-?63- ~372 x. 214; If you are hearing or VOice Impaired. call TDD 1.800-222-3448 (voice) or 1.888-447-5620 (ITY) by: Brian Whitehall. City Administralor Betty Clement. General Services Coordinator Publish,OI1l812007 Okeechobee Times CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA JANUARY 24, 2007 I. CALL TO ORDER: January 24,2007,10:00 a.m. - Chairperson. CITY HALL, COUNCIL CHAMBERS SS S.E. 3RD A VENUE OKEECHOBEE, FLORIDA 34974 Page 1 of 2 II. STAFF ATTENDANCE. General Service Cooridinator. Voting Members: Ray Schaub, Building Official Denny Davis, Police Chief Donnie Robertson, Public Works Director Herb Smith, Fire Chief Oscar Bermudez, Engineer Brian Whitehall, 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 School Representative Betty Clement, Secretary III. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the October 25, 2006 regular meeting. III. NEW BUSINESS - Chairperson. January 24, 2007 - Agenda - Page 2 of 2 A. Brock Motor Cars Inc. The application was submitted by Loris C. Asmussen in behalf of applicant Greg Milling. The property is owned by Michael and Angela Armstrong. The applicant proposes site development of a Car Lot, Office (24' X 24') and Storage Shed.(10' X 12'). Property is located at 712 North Parrott Avenue, East on North Parrott Avenue on the comer of Northeast 8th Street. To be developed in a single phase. IV. ADJOURNMENT 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 pwpose of backup for official records of the Department. -'-, :> PAGE -1- CITY OF OKEECHOBEE -January 24, 2007- TECHNICAL REVIEW COMMITTEE - HANDWRITTEN MINUTES I. CALL TO ORDER. Chairperson: Januarv 24. 2007 Technical Review Committee Meetine:. 10:00 a.m. II. STAFF ATTENDANCE - Secretary Present Absent Administrator Whitehall x Building Official Schaub Chief Davis Chief Smith Engineer Bermudez Attorney Cook County Health Department Trent Planner LaRue OUA Hayford 'f- School Representative Secretary Clement III. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the October 25, 2006 regular meeting. ~moved to dispense with the reading and approve the Summary of Technical ~e,vie'Y Committee Minutes for the October 25, 2006 regular meeting; seconded by ~Ot\ . VOTE YEA NAY ABSTAIN ABSENT Bermudez Davis Forbes Robertson Smith Whitehall ~_ - MOTION: ARRIE - DENIED IV. NEW BUSINE - Chairperson. A. A. Brock Motor Cars Inc. The application was submitted by Loris C. Asmussen in behalf of applicant Greg Milling. The property is owned by Michael and Angela Armstrong. The applicant proposes site development of a Car Lot, Office (24' X 24') and Storage Shed.(10' X 12'). Property is located at 712 North Parrott Avenue, East on North Parrott A venue on the comer of Northeast 8 th Street. To be developed in a single phase. . PAGE -2- Staff Report: Legal Description. Lots 11, 12, and 13, Block 57, City ofOkeechobee, According to the Plat Thereof Recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Discussion. This is a site plan review for car lot, office and storage shed for Brock Motor Cars, Inc. The subject property was granted a special exception by Petition No. 02-00 l-SE by the Board of Adjustment in January of 2002. Findings. Land Use Automotive Sales (this portion Automotive Service & Repair of the property is technically vacant) Future Land Use Map Commercial None Zoning CHV None Required Provided Density NA NA 6,250 sq. ft. Min Lot Width 50 ft 147 ft Setback Requirements Front 20 ft to buildings 10 ft to parking/driveway 50 ft Required 8ft Provided Rear 10 ft 24 ft 50% Max Imperv Surface 85% 56.2% Maximum Heigbt 45 ft Cannot Parking 1/150 sq. ft. Total Sq. Ft. = 676 sq. ft. Parl(ing = 5 spaces Landscaping and 15 shrubs PAGE -3- Buffer 10ft along street 2 ft along property line 10ft 20 ft Recommendation: Staff recommends approval of the site plan review when the following conditions are met: I. The landscaping requirements should be met. The applicant needs more landscaping for the property. ~ ---- 5~0~ ~~CL~~. NoT N6TE: t'i-N' ~~- !:2.uti~ _ ~_ - h ~ -. I ~4-= 5tir. c?- ~ 6- IM.L f"-(J1J.~ 6 S - . JnjtL~ fib-k cd f~ '1- ~ . ~. ~ . 3f~/5:~ ~ fO-533 ?~I ))tf~ri.~. /7A-u--r5 ~ d 3DoO;y/f. --; ~ -+ ;;-/ ~(ccdL) X"-vC 7'~ . . &>>~ ~.- ~:~ ~ - ytoti~r~ - (). &:r' c-~-? ~tdl 7 lJAd- ~ ~ -frM~- . 'F/ (;J~ -~, ~ S~~-t 5~_~. (]v,,;p - CL.J Oc. A Ant....-.L ~ - - V I (J -. r ~ V - ~ . . PAGE -4- fW: ~tUhiJ~~--r ~: S 0171 -~ . 1 ~", (;2-( ~ , M: ~ . ' ~~.- UnJ. 3~~ 64, ~fv /k-~ (f)J~ ~ ~~ Nj ~: fA ~ CfY] ~<-4- cj. )~- Cv~l1ot-~ rr--~ . ~ r!Jf~ - ~uJ.~T~_- ~ _ v1. OS~ to!~nh - , ~ ~~n~~~;'h!.!24'Omce. dlO'X 12: o~ seconded by ~A .,,",-~ n D . /- ~ to ~ ~ ~ VOTE YEA NAY ABSTAI~-0~B~~~~ . Ben;nudez - - ?..... M--J J. A'.j. f~ . ~ DaVIs ~f'1 /l...l....M.--- - /l- - Forbes LI f.I ~ I Robertson 7 ,,- ~ Smith Whitehall f~ MOTION: ~ DENIED IV. There being no further items on the agenda, Chairperson UO K adjourned the Technical Review Committee Meeting at I 0 ~:;1.. 3 a.m. O~)S+.hG l. 01t~-~- ~- ?ffilru- ~p O-~tr!:a..~ - 7J-~~'+- ~ rid.~ - tJO~-+- r. ~ ~ r I~ Ur~-' 0~: (~~ ~~. ~. - -. - ~: ~ ~=x tr tJ. q~f~}~~:~ ~ w~bM- D~U7 - ~>~. . ~ ~ ~~ ~j;; the if 1fI-- D~~~ DG( ~: rf':> .'. ~{)'. ~ ~~ ~ I~AY/ - ()JJ~ / (MAl: ~ frI' f ~4. r: ?f/<<~ . IPJ~ ff>A vu/v.u4- (P Cl<O ~ ()/L~ r wuJ ~. O)CM..~~~/~ttl~ ~ _ ( I ~~ ~~ 10 )0 '-+1-..-7\- - ~ rY U()~- A1/--- ~ ~.~)lJ ~ ~ tJru w~ ~ ~1- tw-- w"O lJWf- - ~. N-~~ - f>>u-~. .Iott~-fo cpt ;.-J,y ~ - ~ -16 )cp- ~ AJ rcJL r..~~~~~ _ ~. / I ~7 ~~~~1~ u ~~.. o S~~~,::::; ~ ..- . MEMORANDUM CITY OF OKEECHOBEE GENERAL SERVICES 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 863-763-3372 EXT. 217 TO: TRC FROM: Betty SUBJECT: Armstrong Automotive DATE: 1/24/07 Special Exception was issued to Michael and Angela Armstrong for a Garage with bays and a pole barn. Intended use is for automotive repair and vehicle sales lot. LDR Sec. 382 (7). Petition granted January 22, 2002. 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: 13' R.!'...'J C- iC M e f CJ R CA RS ~ C , Applicant: Q REG fv1, t-I- ;rJG I'll ( c;-/ r1E t.. E:. Property Owner: A 1'< fYJST RtJ !/c::. ' A,t."\.1 G ELA Description of project Fs T /t' B/~ / S /-/ (:./; 12' LOT +- J.'/X;2Lf' LJ.FF!cF -I' , f S'"IO ,R'A (9,~ "C;HED' 10 '")/,1 -;:t, Proposed use(s) for the entire building: CJ .c:,=-I C p:: CAt? LJJ ! Number/description of phases: J " l'~':'-;' i~:./ ..rt:~ S E.-; Location of/Directions to the project: If E ztl 51 ~ .4Li E"AS T (""') F=- .y 7' I I;;; RTi'-f r1 i....... ) />.; I.,/_..;::''';;~/-; 0;::::: Existing improvements on property: A (;;;,.J E Is proposed use different from existing or prior use? ~ Yes) <--No) <--N/A) Total Land area in square feet dO 8 <0 3 or acres: c::J , 50 Existing impeNious surface: I t)\,J) '5'1. ~\.i;J square feet D.2L\ acres 0\. \ 0 % of site Additional impeNious surface: -HI, ~~ square feet 0.0 Z, acres q. 8 t % of site Proposed total impeNious surface \ \) L\'5L\ g square feet O. Ql.p acres 104-. q () % of site PWf'l,IC. u)8',t:i:" Source of Potable Water: -', ~\.l~p~,-\/ Method of sewage disposal: '5E.p"nc -\A'N K Current zoning:\-\E;:p,'r,{ C.Di'!\\,A('.-R('~\~,'...-Current Future Land Use: \DOt Parcel identification number: 3 - 1.5'-37-. '3 C)-oed D - 00576 - D6;< 6 Application for Site Plan Review Page 2 Name of project: ~ b' ;r::? t.:) e... jt';:.:. IV7 0 10 l? C rr;,es. TA / C Applicant: (;;RFG fV711-L-'A/G Address: ,:::2!..{- 0 S, rY), l.- I....-A R V ~A! L LA '< r;:: (~n R T 1-/ F,L, .-::s, ~ Lf ({7 3 Phone: .s (" 1 - Cf 6, Lf - 000 '--I Fax: 5(;, ( -40" "7 - 57 t?S Other phone: Contact Person: Lo/< i s- rl --- .A SIY'l U SSE /0 Address: I:=:' 0 S c::n<. {q 98 - 0 {:::JE" E (-::j-/ZJ 8' E /:i fL.;:' :=5 t.f <] 7.., Phone: 1?G::,3 -7c:',~ -85'1G:, Fax: <is G, ::7- q& 7- A 5' c", CJ Other phone: '? G:, '3 . - Co {D - () C7 1./ 3 Property Owner: (Vi \ c 1-1 A -FL <t__ A- I,J G E. L A A. R ((\.:$ I R. 0 AJ G Address: c\u'2 ~)E \Oy\-,\ '-':'YT(?'F-F --\- c::M. F Fe I;-\C.;(4'~_.. (\ "sri" \ 01.--) -;z:;1-\9 ~7 ~-\ Phone: (8(o::)(.o"54-~\~ Fax: J ('1 A . 7 Engineer: ./-0 Pi....' ___ .. ~ f't' () ,':'::':'c t~- /.../' Address: PoBox iCJ 9R 0/ {/. ,- c-'. 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'\ \ t \ 01tll ~ l" '\~~itn..U~J \ ~ -(~ d -ac}:)~ Okeechobee County Property Appraiser - Map Printed on 11/1412006 1 :31 :20 PM Page 1 of 1 ~'},l/ ;m~' ~q~ ~i 11 ~:;# t' II ~~ tJll wf. ~E l\f iliif ~~ '\ 1 '" -'Ii ~=~,- 1 I 31 I G2 I '33 ft '. PARCEL: 3-15-37-35-0010-00570-0010 - REPAIR SER (002500) CITY OF OKEECHOBEE LOTS 1 TO 4 INC & LOTS 11 TO 13 INC & ALLEY ADJOINING LOTS Name: ARMSTRONG MICHAEL & ANGELA LandVal Site: 712 N PARROTT AVE, Okeechobee BldgVal 902 SE 10TH STREET ApprVal Mail: OKEECHOBEE, FL 349740000 JustVal Sales 6/6/1997 $67,000.001/ Q Assd Info 4/1/1989 $0,001/ U Exmpt 4/1/1989 $0.001/ U Taxable n*r ,.. $214,892.00 $45,497.00 $265,365.00 $265,365,00 $265,365.00 $0.00 $265,365.00 I I -o- r This information, Last Updated: 11/6/2006, was derived from data which was compiled by the Okeechobee County Property Appraiser's Office solely for the governmental purpose of property assessment. This information should not be relied upon by anyone as a determination of the ownership of properly or market value, No warranties, expressed or implied, are provided for the accuracy of the data herein, it's use, or it's interpretation, Although it is periodically updated, this information may not reflect the data currently on file in the Property Appraiser's office. The assessed values are NOT certified values and therefore are subject to change before being finalized for ad valorem assessment purposes. http://www.okeechobeepa.com/GIS/Print _ Map.asp?pjboiibchhjbnligcafccjfhojiaehdomhl... 11/14/2006 D SearchResults Okeechobee County Property Appraiser last Updated: 11/6/2006 Page 1 of 2 2006 Proposed Values . R~ti;i~ye,;y'~~:f!e:!%>rg!IB.:9~~m~9ardl Parcel ID: 3-15-37-35-0010-00570-0010 Owner & Property Info Owner's Name ARMSTRONG MICHAEL & ANGELA Site Address 712 N PARROTT AVE, Okeechobee Mailing 902 SE 10TH STREET Address OKEECHOBEE, FL 349740000 CITY OF OKEECHOBEE LOTS 1 TO 4 INC & LOTS 11 Brief legal TO 13 INC & ALLEY ADJOINING LOTS Total land 1.550 ACRES Area Neighborhood 518620.00 Tax District 50 UD Codes Market Area 40 DOR Use Code REPAIR SER (002500) The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planing & Development office at 863-763-5548 for specific zoning information. Property &; Assessment Values Mkt Land Value cnt: (2) $214,892.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (2) $45,497.00 XFOB Value cnt: (4) $4,976.00 Total Appraised $265,365.00 Value << Prev Search Result: 2 of 2 ~~.~.. " ' ,~ -=-Ill. " .1 "'i!!\~ - - 200 300 ~OO 500 Just Value $265,365.00 Class Value $0,00 Assessed $265,365,00 Value Exempt Value $0.00 Total Taxable $265,365,00 Value Sales History Sale Date Book/Page Inst. Type Sale Vlmp Sale Qual Sale RCode Sale Price 6/6/1997 392/396 WD I Q $67,000.00 4/1/1989 303/1669 WD I U 02 $0.00 4/1/1989 303/992 WD I U 02 $0.00 Building Characteristics Bldg Item Bldg Desc Year Bit Heated S.F. Actual S.F. Bldg Value 1 SINGLE FAM (000100) 1940 736 736 $19,981.00 2 GARAGE (006502) 2000 1978 1978 $25,516,00 Extra Features & Out Bui!dings Code Desc Year Bit Value Units Dims Condition (% Good) OCT OPN CC TIN 1997 $3,912.00 2400.000 80 x 30 x 0 PD (50.00) FENC 3 6'CjLINK 0 $585.00 156.000 1990 x 0 x 0 PD (75.00) WPR N4 WD PIR RF 1999 $376.00 64.000 8x8xO PD (50.00) OCR OPN CC R/F 1999 $103.00 112.000 14 x 8 x 0 PD (25.00) http://www.okeechobeepa.com/GIS/D _ SearchResul ts. asp 11/14/2006 ~~~. paid In lIlo amount or {2.. (P,()O , , d;A ~4.I'.IJk DSD- tf{,q ~~\ WARRANTY DEED~k"ofC'~;'~ourt ~ e~~~7 "C ~ 0 . ,;,,</....... _ 01' {'''';r., of ,_ ..... IlIITWIl8N '\~ES Q. AITAWAY. IDdlvldually Dnd as Trustee. under agreement dated N4!~er 4. 1976, of 205 us\~\ 441. OKBBCHOBEB, FL 34972 GRANTOR., and ,J, ' MIC~ ARMSTRONG aDd ANGELA ARMSTRONG, his wife, of6Z75 N.E. ~Y. OKEECHOBEE, FL 34m GRANTEE., ~ES8ET.~i':7ald Grantor. ,for and in consideration of the sum of TEN AND 001100'8 ($IO.OO~ DoOm and other good :s V::;iECOnBldoratlOllS 10 sald grantor In hand paid by sald grantee. the rm:1pt whereof is hereby acknowledged., ted, bargained and sold to the grantee ondgrantco's heirs forever the following described land located . Coliill)' of Okecchobce, Stale of Florida. to-wit: '. (f~ '" Lots 14. Inclusive and ,I 1-13 ~ve. and the alley adjoining Lots I, 2 and 3',block 57; and the W, ,0$1112 Ofth, at part of Tallahossco StreetIYin!~ thC East boundary of Lots I, 2 and 3. Block S7. and the Weat bollDdary ofl.ots 11. 12 and 13. Block S6ID~, outh 34, feet of IMt part of 14th Street extending rro, ro the East r1ght-o f- way liDe of North Parron Avenue, ,s~1 highway to the West boundary of the above described propeny, all ,in the City of Okecchobec. accordi 1iil~),I.t thereof recorded in Plat Book I, Page 10 and Plat Book ~, Poge 5. Public Records of Okeechobee Co '~orlda. ~'\~ Subjoctto reservations. restrictions ~d e~or record. if any. r;":}. {;(i ' /:-~~ and sllid grantor does hereby fully willTlll1ltbe t\l\~~~ land, and will defend the same against the lawful claims of all persons whomsoever. ~;;; ,/) ) \! \~.:'//:~ .Singular and plural are interchangeable lIS conlellt ~ 0- IS Nulllber: 0_ SS NunlIIcn Pll\:It Number: 3-15-37.;J5.ooto.oosJO.OIIO IN WITNESS WHEREOF, Grantor bllS hereunto set grantor's band and seal this dny and year first above wrillel1. 'I COUNTY' OP OXllECHOJII!E STATB OP FLORIDA The fon:llJ'ina I"';",mom wo..ck.owlcdaedbcr.... DIe ibis te,'f-I-. dayofluna. 1997 by lAMES O. ATTAWAY. individually anduTlUslcc. who Is HPcnonally koown 10 me or ( )IIu produced u lden/Jlica . lUlII..bo ( Wid ( )did I1DlllIko an oalb, Prepared By 8Dd Renlm To: JOHN D, CASSELS, IR., ESQ. C...... A McCAn Post om.n 80. 968 Okcccbol>co, Florida 34913 (813) 763-3m PUg Number: 91-688S KARIN BAY NOTARY PUBlJC S'l'ATJlOP FLORIDA COMM1SS10N NO. t:cA79443 296203 FILED FOR RECORD OKEECHOBEE CO. Fl. '91 JUN -6 PM 3: 2.. SHARON ROBERTSON CLERK Of CIRCUIT COURT ~o 392. PAlif0396 :>It,,_ ")t... ,\ ',.)',' U__ \\:-!C9-FTE . CDl---lC\ZE -Trc~ ""C cl:NC\2.L,e ''':Ll=J\~ l ",' frJ""",,,'4Wl.J,,__': ~ :",:,:"~_':-:i."I.: _",,~,,;~,,~~~c1S!K~Jf'!'"~ ,~,'~,~ \\t CU,\! v: ~'~~;:dW~Wt_~.~-=..~~~,,- .. ) '-' , \ { of 'S \\cv, ( S CLJ"-I C V t 'Ie (u$\ fr:)( '\ \t'\ LT 1 \\\,\\J 'HlE E\:)G E () f- \-==,\c)'Yn t-=tu I~\$ P (,--,We \&_'jE ;1 ~ ~ 'I ~ f, i~ ~V.1I. ,.,,~ "'it<~ .;""'''',~;L':'-&, ~.. ,~,~..'.....6'",,"~:A, .""',', ;_~:tt ;,;,.'....:.:'~'t:.t..~" :,:,:~rt.~t,: ,<;:"...~;'.... ;(~~.; ,*".,,'. Silj;~W~ito:: I 6120~K \\lCl~ CA\2S ~<2D.\A 'SC\JT\--\ ~t-'0~\ '''-lC,* "NCS', vIew Co A ~ c\.\'C \ ?uLE. ~s c::, \ 'I..;V" \IJ ') --. ---- ";~ ,} $:\ ./ . \ \ .~.\"..,- i ~\b~:,'" It\ ,"~. '\ \ " ~,< F\\C ~:"... I' l~:~'^\'o.. . CU'KJ?E'- '.~E: Cl'.ll,:.-::-\7.- '. .T~E \==\2. U(=> t \2- \; ,( UN E: ......_,,-~~l!i0'''~-"~,;J:f;J~~l'b''o: ~~, ,'\ ( '\~.~.. ~ \, ;.>;.,. ,;",;_:',,:,_,,;:!i,'''J;'''~'V'~;'';- ...",j,I.: >(~;:g;:;t'l:i'll.l.~~' 0';" ..\.-~":_,. r~'."....... r ."'-~ ~t - ' ;. , . I .~~ .............../'A ~>7 !- ,"./ /' .~, ,,~ B'?OC'.K ~\CnDf_ Qt=\(.2"'::> \::-\?O~\. W ( L:)\OE Cl)\<.~\L\Z C\=" THe \~oef.r:\\{ TC "S i-I ('''0.) -D-\ C E F<S i- vI r::" \N .- -~.-If ",E;~.-4IMilll!lilfl!~~ -, 1- -, ..... 'T 'T " >- ~ ::r: en :::i lLJ <: L-.. - lu _J cr: ~ lu <: f- lu <: :0,. lu '" Cl ~I Q:I 50' N, W. CORNER [LOT 11 BLOCK 49 IPF 1 LL "- co m a.' lD ~ M, o W 0 ~D "" r- , M en o ~ I ~ FIBS DRIVE " C"r} FIC FIBS NIT '"";:;8g."58' 40' E 1 <0 30' NS9' 53' 31' E 142.60' IF J 14250'(PJ RBS RBS 0: LOT 11 BLOCK 57 a a 01 "" ~ - - AREA = 479 ACRES . - -;::: LL ~ ,- 0 0 r-- "'" ~ ,--. r--- D- LOT 12 '7 '" ~ - -- 0 BL OCK 51 i Cl w u" en CD -~ "'" "" 'q ;... ;.,.., - 0 0 0 Cl 0 - - - - - - - -(f) (f) - LOT 13 D- ~ BLOCK 57 0 0 en "'" RBS 142,50' (Pl SS9' 59' 13' E 141 07' (FJ RBF FIC ~ ~ S7g:~A~: ~~~ Wo ;:"'0 "'rri s~ 1 ~ RBF ~. W. CORNER LOT 20 BLOCK 57 1304 S. W. 3rd A v"e. ."Okeechobee; Fla. I PHONE..... 763-4909 FAX. , . . . 763-2500 LELAND R. L. S. LOT 14 BLOCK 51 50 OYALS 2084 NO. REVISIONS DATE tv I SCALE 1" =40' I BY SEAL LEGEND RBF - Rebar Found RBS - Rebar WICap Set IPF - Iron Pipe Found CMF - Concrete Monument Found PRM - Permanent Reference Monument NIT - NAIL AND TAB FOUND (P] - As per the plat of (F) - Field Measurement (D) - As per the deed (e) - Calculation NOTES: Basis bearing THE CENTERLINE NORTH PARROTT AVENUE 2, Bear i ngs per PLA T 3 Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 4 Description as per owner STREET ADDRESS: 712 NORTH PARROTT AVENUE CERTI F I ED TO ANGELA ARMSTRONG SURVEY OF. LOTS 11, j 2, AND 13, BLOCK 57, CITY OF OKEECHOBEE, ACCORD I NG TO THE PLA T THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5. PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LESS AND EXCEPT THE WEST 30 FEET OF THE NORTH 6 FEET OF SAID LOT 11. BLOCK 57. CERTIFICATE OF SURVEY I HEREBY UNDER MY CERTIFY THAT TH~E PLAT. OF .SUR VEY..SHOWNraRErN WAS. PREPARED DIRECTION AND SUPER~/O~ ~~ - , t.~~ - - - - - - - - -- - -- - _ _ _ _ _ __ _ _ _ _ _ _. _ _ J_'_ _ _ ___ LELAND DYALS, RLS 20B4 SCALE: l' - 40' CONFUTED BY: DRAItH BY: ~~y JN7119{ Bl LOCATION: L-11, 12, 13, 8-57, CITY OF OKEECHOBEE SURVEY FOR: 16-37S-35E DATE: 10/25/06 JOB NO.: 7119 DNG. NO. : SHEET ANGELA ARMSTRONG 1 RH 1 F. B.IPg.: Co. 19/56 OF ~.-.. ~________.,r~l''''' ~ M ,~ - .&II!il!f..~ ~'~ta\r_~ ~ -"~~~.~ ~.A ~ -,-~ BROCK MO~TOR CARS 3-15- 37 - 35-0010-00570-0010 OKEECHOBEEJ FLORIDA ~ ...... ~ N,E. 9TH STREET PREPARED FOR: BROCk MOTOR CARS SEABOARD COASTLINE RAILROAD '''''''''''''' '''''' '''''''~'''''''''''' """"""'"'''''''' '''''''''' '" / 1111111111111111111111111 [fIll] 1111111 f 1111111111111]1.l....LlIIIIIIIII 1111I111111 >- <1: :3 ::r: l:J t-i ::r: OwNED BY: MICHAEL & ANGELA ARMSTRONG 902 SE 10TH STREET OKEECHOBEE) FL 34974 PREPARED BY: ASMUSSEN ENGINEERING) LLC P,O. BOX 1998 OKEECHDBEE) FL, 34973-1998 LDCA TIDN MAP N,T,S, SHEET SHEET SHEET SHEET SHEET SHEET INDEX: 1 OF 5: 2 OF 5: 3 OF 5: 4 OF 5: 5 OF 5: CERTIFICATE OF AUTHORIZATION NO. 26134 ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECHOBEE, FLORIDA 3~973-1998 TEL: (863) 763-8546 / FAX: (863) 467-8560 EMAlL: lasmu9seOearthlink.net COVER PAVING, GRADING, & DRAINAGE DET AILS TOPOGRAPHIC MAP SPECIFICATIONS i\ (.. r. I. 1\'\ ~". \1 It 1\ \ ,.1\. \i.' ! II\lL i f \f. ':~~ L< ! ;" , A i.J IQ.dv) 1('Ll / I CUt) ~ I '-J) \~J)"~)) ..<\ ~~~ BROCK MOTOR CARS-COVER 712 N PARROTT AVE. OKEECHOBEE, FLORIDA 3~972 CONTACT: BROCK TEL: (561) 964-0004 PRINT DATE: DRAWN BY: I CHECKED BY: 12-12-06 BYASSEE i ASMUSSEN, L . RE\l!SJQ!i.~ESCR1PT1ON PROJECT NO: N!" CADO F1LE: CADO Sf' t212Oll. SHEET: 1 OF 5 NOT VALID UNLESS SIGNED & EMBOSSED N.T.S. ,~II' T.*~..e:""", ... , . '~ ~ ~ ~I >-- ~ =t Gl ~ ~j lL-J ~I~ ~~ I~ ~ ~f--:: ~~ ~\.J ~ C) ~, 0: NOTE: EXISTING ASPHALT AND CONCRETE TO BE REMOVED CURB CUT no BE REMOVED) SAWCUT AND MATCH DRIVE o o c: CD r rr1 -< rr1 r r o ~ ~ L14'(}--1-12. B j 1- J EXISTING DRIVE ( 0 BE RELOCATED) DR/ VEWA Y TO ADJA CEN T PROPER T'( 8' 28.S'/ '-V _2!l-.E/ A -- 108' .~, 28,5'/ ~ --20' : I 1+0' ~ '" ~ oc--I --- ~ . i 0' '-V 110' ~ " 28,7' SIDEINALK R25' .... f 0- ~ f- en 1 , :..:: 0- ...J 0 ~ f- DOUBLE YELLOW. ~ en w 0 Vi :x: .1M/' t 14' 28.S'..-' u l- e ~ ~ R25' - 50' / I 'V 28.0'/ ~ , '- '-V. 2M' '-V e EXISTING PALM TRE r--5' 28,7' 20,0 R20. 25,&> 28.5> '-l/ '-V ~ EXISTI '-V~EPTl.f TA . 30' " ~ ~ '-V ~ PROPOSED BUILDING ~ 24' ~24' '-V '-V 2~ '-V '-V -- EXISTING POLE EXISTING LEGEND e STOP SIGN ~ & HANDICAP STOP BAR f.. 'I ASPHALT h I CONCRETE ~ .., I GRASS -----.- RETENTION BOTTOM PARKING REQUIREMENTS: PROPOSED ELEVATION HANDICAP: 1 ~ STALLS: 2 e PARKING PROVIDED: OAK TREE HANDICAP: 1 CO STALLS: 4 SHRUBS LANDUSE BREAKDOWN w z SITE: SQ. FT. 20,874 >-< -.J w IMPERVIOUS 11,727 SQ. FT. 56.2% U Z w BUILDING 676 SQ. FT. 3.2% L... W/j CONCRETE 433 SQ. FT. 2.1% [] ASPHALT 10,618 SQ. FT. 50.9% PERVIOUS 9,147 SQ.FT. 43.8% D GRASS 9,147 SQ.FT. 43.8% CERTIFlCATE OF AUTHORIZATION NO, 26134 ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECHOBEE, FLORIDA 3~973-1998 ITL: (863) 763-8546 I FAA: (863) ~67-8560 EMIIlL: losmusseOeorthlink.net r\ (\ . ! f~QU;) .l~\ rkUh}i \ '}, ' cJ\ J.\':\ ~t)~\ BROCK MOTOR CARS-SP 712 N PARROTT AVE. OKEECHOBEE. FLORIDA 3~972 -- --~CONTACT: BROCK ITL: (561) 964-0004 PRINT DAIT: DRAWN BY: CHECKED BY: 12-12-06 BYASSEE: ASMUSSEN, L _~.!'c:r._NO: N/A NOT VALJD UNLESS SIGNED & EMBOSSED 1" = ?O' S'-o" OOIlI'STtR 2"X." P.T. 6' thick concrete - 2,500 PSI 0. t 28 do.y. wi 6' x 6' #10 woven wire l"'Iesh reinforcing. see plo.n sheet COlIC. DRAIN CAPS, 12" DEEP COIlPACTED GRAVEL FlU. 8' lil"'lerock/shell bo.se FBV of 50 psi COl"'lpo.cted to 98% Mo.X, density per AASHTO T -99 SECTIONAL ELEVATION .tLI..S.. FENCE~~n. DETAIL TOP OF CONCRETE ~. TOP OF p~\~ CONCRETt 'f..; OPENING " OJ. TE 0l'T10IIAl. (3' IIINIIIUIO) CIJ CONCRETE PAll [)(TAll .II.LS.. 0..-.. IS( S" . S" P.T, POSTS (TYP,) ~ HEAVY-OIJTY TEE HINGE ~2" STRAP, 3 EACH 0----- "- PLAN VIEW ~~l.Wl IN tu.s.. CONCRETE) II I ~ ~ I VI" X ." P.T, ~2" X ." P.T, ~~",. . .'1'~ I~.'., ::;(~ ;.~,. ~ ;:-: s" STEEl IKlU.ARO flUJ:O WI COHC1lETE P~l,J4 14' swale -1_"-1 ASPHALT ~2: ~5' wide-1 sub-gro.de FBV of 40 psi COMpo.cted to 95% density per AASHTo T -99 SECTION A-A (N.T,S,) CONCRETE DETAIL EDGE OF PAVEMENT EDGE OF PAVEMENT 24' STOP BAR THERMOPLASTIC C\Jhite) ;35' Mo.x . to 12' Note: STOP SIGN DETAILS Signs sho.ll be plo.ced using Meto.l posts erected in concrete. Top of sign sho.ll be 7' o.bove centerline qro.de of roo.d. Loco. te signs Midwo.y between edge of po. veMent o.nd sidewo.lk Tro.ffic control signs sho.ll Meet 0.11 the requireMents of the FDOT Mo.nuo.l on UniforM Tro. ffic Control Devices, . OIl FlBRElolESH (fiBERGlASS RlJHFORCIHG) CONCRETE TO ~ PSI 0 ~ DAYS AU. LUlIllER TREATED: TERIIITE RESISTANT s" COHCRETE SUB RElHf01lC[!) Wi S"XS" IOX10 w.w..., FENCE DETAIL N.T.S. BOLLARD DETAIL lLLS... DUMPSTER ENCLOSURE DETAIL \JoVEN SILT - LOK 36-200-P POLYPROPYLENE FABRIC OR APPROVED EQUAL 36' \JOoDEN STAKE\ EXISTING GROUND ST AKED SILT BARRIER DETAIL 1-1/2' Type S-3 A.C.S.C Aspho.l t Concrete 8' lIMerock/shell bo.se FBV of 50 psi COMpo.cted to 98% Mo.X, density per AASHTO T -180 see P.G.&D Sub-gro.de FBV of 40 psi cOMpo.cted to 95% density per AASHTo T -180. TYPICAL ASPHALT PAVEMENT SECTION N,T,S, ~~ -). L .' x 2.' r-- 22' swale ~ L1,__J 4' L1,":;L ASPHALT ,- ~ ~ I 28,5' / 4:V-- ~ ~ / 29.5' 28,0' 411 SECTION B- B (N.T,S,) 1--- 18' swale ~ L-- I P.L, ASPHALT ,- 1'-- ro', -I'l 28.5' / 4:~1 ,_________ ~ 28.0'~ 29.5' SECTION C-C (N,T,S,) NOTES: CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE \JITH SECTION 104-6 OF THE FLORIDA DEPARTMENT OF TRANSPORATION STANDARD CONSTRUCTION SPECIFICATIONS, CONTRACTOR SHALL APPLY BAHIA SOD TO DRY RETENTION S~ALES AT COMPLETION OF CONSTRUCTION AND COMPACTION. SUFFICIENT MOISTURE SHALL BE PROVIDED UNTIL THE PROJECT HAS BEEN CERTIFIED BY THE ENGINEER OF RECORD. CONTRACTOR TO INSTALL SILT FENCE ALONG THE SOUTH AND EAST PROPERTY LINES THROUGHOUT THE DURA TION OF CONSTRUCTION, CERTIFICATE OF AUTHORIZATION NO, 26134 ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECHOBEE. FLORIDA 34973-1998 TEL: (863) 763-8546 / FA)(: (863) 467 -8560 EMAlL: lasmusseOearthlink.net ~" (\ :~~tL, \ihl\,lU) Qj / \ ~ -~,~ -~----d l{j~, ROCK MOTOR CARS-DETAILS 712 N PARROTT AVE. OKEECHOBEE, flORIDA 34972 CONTACT: BROCK TEL: (561) 964-0004 PRINT DATE: DRAWN BY: CHECKED BY: 12-12-06 BYASSEE ASMUSSEN, L ___ REV1SiON CArr O~PT1ON PROJECT NO: N/" CAOO AlL c.oDO 51' 1212Oe,dw SHEET. 3 Of" 5 NOT VALID UNLESS SIGNED & EMBOSSED N.T.S DRIVE LIGHTPDL.E ~ y ~~9j <J 4 4 <J ~j. LU) ,~ ,28,7 gg ~TO- BE REMOVED , 28.3', 12R.-4'( 28,6 / 128.~f / ~ ~ ,/, g ~/ 28.6, ~/ o /' 28.-4 28.5 28.8 29.0 :.::: ...J <:( ~ W <Je <1 In 28.7 EXISTING POLE EXISTING OAK TREE ~ w z ::i w (J z W L... LEGEND d EXISTING ELEVATION I A I CONCRETE !28.6( <1 ~ 'ot A 'ot ...J 0 ~.( ~/ ~ ~r [IT( L... <:( ASPt-iALT 0 ~ ~e W ~ EXISTING B w 0 " Vi SEPTIC TANK 0 w I 28. 28;8' ~ 28,1, EXISTING PALM TRE I I ASPHALT NOTE: EXISTING ASPHALT AND CONCRETE TO BE REMOVED CERTIFICATE OF AUTHORIZATION NO, 26134 \(' t\ (\ I . ! ' I' f"f'~ "\' I \'l~tl /) \..1 i .f\1 I i I)' . ("',, 11 '1,,- ..I\AA,v rL \ ). '(~X\.. 'i~ltk, NOT VALID UNLESS SIGNED & EMBOSSED ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECH08EE, FLORIDA 3+973-1998 TEL (863) 763-85+6 / FAX; (863) -467-8560 EMAlL lasmus.eOearthlink.net BROCK MOTOR CARS- TOPO 712 N PARROTT AVE. OKEECHOBEE, FLORIDA 3+972 -_.~--- CONTACT: BROCK TEL: (561) 96+-000+ PRINT DATE: DRAWN BY: CHECKED BY: 12-12-06 BYASSEE ASMUSSEN, L Rf:VtS1ON OATE/CESCRl.f'DON PROJECT ':19: N/A ~-- _1"-20' c.<DD ALE: 'fIROCi<TCA50 Sf' _ f212Oe.d SHEET: 4 OF 5 SPECIFICATIONS TECHNICAL SPECIFICA TIONSI 1. CLEARING AND GRUBBING, CLEARING AND GRUBBING SHALL BE PERFORMED \oIITHIN THE LIMITS OF THE PROPERTY IN ACCORDANCE \oIITH SECTION 110, FLORIDA DEPARTMENT OF TRANSPORTATION (fDon SPECIFICATIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE COMPLETE REMOVAL OF ASPHALT, CONCRETE, STUMPS, GRASS, \oIEEDS, RUBBISH AND OTHER UNDESIRABLE MATERIAL TO A DEPTH OF 8 INCHES BELO\ol NATURAL GROUND OR PROPOSED FINISHED GRADE, 'WHICHEVER IS Lo\olER. AREAS TO BE CLEARED GENERALLY CONSIST OF THE RIGHT-oF-'WAY (NECESSARY FOR LOT CONSTRUCTION AND S\oIALE INSTALLATION), CONVEYANCE S'WALES AND DRAINAGE AND UTILITY EASEMENTS, FOLLo'WING FINISHED GRADING, THE CONTRACTOR SHALL INSTALL TEMPORARY SILT BARRIERS, ADDITIONAL EROSION CONTROL SHALL BE ACCOMPLISHED BY SEEDING AND MULCHING, AS DETERMINED TO BE NECESSARY BY THE CONTRACTOR, ENGINEER DR THE CITY OF oKEECHOBEE. PERVIOUS AREAES TO BE SODDED 'WITH BAHIA TO MAINTAIN ESTABLISHED GRADES. IN ADDITION, DRY RETENTION S\oIALES SHALL BE SODDED AS DESCRIBED ABOVE. SOD SHOULD BE CONTINUOUS BET'WEEN RETENTION S'WALES AND SURROUNDED AREAS ALL MATERIAL REMOVED FROM THE SITE SHALL BE LEGALLY DISPOSED OF IN ACCORDANCE 'WITH LOCAL, STATE AND FEDERAL REQUIREMENTS, ORGANIC MATERIAL MAY BE BURNED ON-SITE PROVIDED THE CONTRACTOR OBTAINS ALL THE REQUIRED BURN PERMITS. ANY UNBURNED REMAINS SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE 'WITH ESTABLISHED REOUIRMENTS. THE CONTRACTOR SHALL MAINTAIN ALL SToRM'WATER ON-SITE DURING CONSTRUCTION, TO PREVENT DISCHARGE OF TURBID 'WATER TO THE RECEIVING SYSTEM, SHOULD SEVERE STORM EVENTS OCCUR, THAT MAKE CONTAINMENT IMPOSSIBLE, THE CONTRACTOR SHALL TAKE ALL POSSIBLE STEPS TO PREVENT DISCHARGE OF TURBID 'w'ATER, SOME OF THESE 'STEPS' INCLUDE' INST ALLA TlDN OF ADDITIONAL SILT FENCE, UTILIZATION OF HAY BALES, CONTAINMENT BERMS AND TREATMENT OF STORM'w'ATER PONDS 'WITH ALUM, 2, EARTH'w'ORK &. GRADING, ALL EARTH'w'oRK AND GRADING SHALL BE PERFORMED AS REQUIRED TO ACHIEVE THE FINAL GRADES. TYPICAL SECTIONS AND ELEVATIONS INDICATED ON THE PLANS, IN ALL OTHER RESPECTS. MATERIALS AND CONSTRUCTION METHODS FOR EARTH'WoRK, EMBANKMENT, EXCAVATION AND GRADING SHALL CONFORM TO THE REQUIREMENTS OF FDoT SPECIFICATIONS, SECTION 120. ANY PLASTIC OR OTHER'w'ISE UNDESIRABLE MATERIAL 'WITHIN THREE (3) FEET OF FINISHED ROAD GRADE SHALL BE REMOVED AND REPLACED 'WITH SUITABLE MATERIAL. 3. PAVING IMPROVEMENTS, ALL AREAS PROPOSED FOR PAVING SHALL BE CONSTRUCTED IN ACCORDANCE 'w'ITH THE DESIGN GRADES AND TYPICAL SECTIONS SHo'WN ON THE DRA'WINGS. IN ADDITION, CONSTRUCTION SHALL BE IN CONFORMANCE \oIITH ESTABLISHED REQUIREMENTS. A, ASPHALT' PRIME COAT AND TACK COAT FOR BASE COURSE, AND BET\oIEEN LIFTS, SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF THE FOOT SPECIFICATIONS, PRIME COAT SHALL BE APPLIED AT A RATE Of' 0.25 GALLONS PER SQUARE YARD AND TACK CoA TAT A RATE Of 0.10 GALLONS PER SQUARE YARD, UNLESS OTHER'WISE APPROVED BY THE ENGINEER, ASPHALT SURFACE COURSE SHALL BE ONE AND 1/2-INCH OF MIN. TYPE S-3 PER FDOT SECTION 331. \oIITH A MAXIMUM AGGREGATE SIZE OF II2-INCH AND SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS. THICKNESS SHALL BE AS SPECIFIED ABOVE FOR EACH PAVEMENT SECTION. B. BASE, AN EIGHT-INCH LIME ROCK BASE MATERIAL SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTo T-180, ALL L1MEROCK-SHELL SHALL MEET THE MINIMUM REQUIREMENTS OF FDOT SECTION 911. AS AN ALTERNATIVE, CEMENTED COQUINA CONFORMING TO FOOT SECTION 915 MAY BE USED AS A SUBSTITUTE, 'WITH THE SAME COMPACTION SPECIFICATIONS PREVIOUSLY DESCRIBED. C. SUB-GRADE, EXISTING SUB-GRADE SHALL BE COMPACTED TO 98 % OF MAXIMUM DENSITY PER AASHTO T -180, AND STABILIZED TO A MINIMUM FBV OF 50 PSI, SUB-GRADE SHALL BE THOROUGHLY ROLLED 'w'ITH A PNEUMATIC-TIRED ROLLER PRIOR TO SCHEDULING ANY SUB-GRADE INSPECTION, EROSION AND SEDIMENT CONTROL NOTES D, SOD, A MINIMUM OF A fOUR-FOOT 'WIDE STRIP OF BAHIA SOD SHALL BE PLACED ALONG THE EDGE OF ALL CONSTRUCTED AREAS TO AIDE IN CONTROLLING EROSION AND MAINTAINING SOIL STABILITY. SOD SHALL BE PLACED IN CONFORMANCE 'WITH FOOT SECTION 570, 575 AND 981. E. SEEDING, FERTILIZING AND MULCHING' ALL DISTURBED AREAS SHALL BE STABILIZED 'WITH SEED, FERTILIZER AND MULCH UPON COMPLETION AND ACCEPTANCE BY THE ENGINEER OF FINAL GRADING. SEEDING, FERTILIZER AND MULCH SHALL BE USED IN CONFORMANCE IJITH FDOT SECTIONS 570, 575 AND 981. HYDRoMULCHING IJILL BE AN ACCEPTABLE METHOD OF PROVIDING GROUND COVER, IJHERE SOD IS NOT REQUIRED, HOIJEVER, ESTABLISHED METHODS OF APPLICATION MUST BE EMPLOYED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAND Of GRASS SUFFICIENT TO PREVENT EROSION AND TO ALLolJ ULTIMATE REMOVAL OF TEMPORARY SIL T FENCING, THIS APPLIES TO THOSE AREAS NOT COVERED BY SOD (SPECIFIED ABOVE>. F. TESTING, THE CONTRACTOR SHALL SECURE THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTING ON SUB-GRADE, BASE, ASPHALT AND CONCRETE, LOCATIONS REQUIRED FOR THESE TESTS SHALL BE THE MINIMUM, AS REQUIRED BY THE CITY OF oKEECHOBEE. THE ENGINEER MAY REQUIRE ADDITIONAL TESTS, SHOULD ANY TEST FAIL, THE CONTRACTOR SHALL AT HIS olJN EXPENSE, REPAIR THE DEFICIENCIES AND RETEST THE 'w'oRK UNTIL COMPLIANCE 'WITH THE SPECIFICATIONS IS DEMoNSTRA TED, G. TRAFFIC CONTROL, THE INSTALLATION OF TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE TO THE REQUIRMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY 8. COUNTY REQUIREMENTS. 4. DRAINAGE IMPROVMENTS, ALL LABOR, MATERIALS AND CONSTRUCTION METHODS SHALL BE IN CONFORMANCE TO THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS OF OKEECHoBEE CITY AND COUNTY AND FDoT SPECIFICATIONS, TRENCH EXCAVATION AND BACK-FILLING OPERATIONS SHALL MEET DR EXCEED THE REQUIREMENTS OF FDOT SPECIFICATIONS, SECTION 125. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BACK-FILL COMPACTION TESTING REQUIRED TO DEMONSTRATE COMPLIANCE ',lITH THIS SECTION, THE PIPE TRENCH SHALL BE DRY 'WHEN PIPE IS LAID AND THE PIPE SHALL BE BEDDED AS PER FDoT SPECIFICA TIoNS, THE CONTRACTOR SHALL COMPLY IJITH CHAPTER 90-96, LAIJS OF FLORIDA, 'WHICH REQUIRES THE CONTRACTOR PERFORMING TRENCH EXCAVATIONS OVER FIVE FEET IN DEPTH TO COMPlY IJITH ALL APPLICABLE TRENCH SAFETY STANDARDS AND SHORING REQUIREMENTS AS SET FORTH IN THE OCCUPATIONAL SAFETY AND HEAL TH ADMINISTRA TION'S <OSHA) EXCA V A TIoN AND SAFETY STANDARDS, 29 CF.R. 19926,650, SUB-PART P AND INCORPORATED AS THE STATE Of FLORIDA STANDARD, AS REVISED AND/OR UPDATED. THE COST OF COMPLIANCE IJITH THIS REQUIREMENT SHALL BE INCLUDED AS A SEPARATE LINE ITEM ON THE CONTRACTOR'S BID. oTHER'WISE, THE CONTRACTOR CERTIFIES THAT THE COST OF COMPLIANCE IS INCLUDED IN THE UNIT COST OF ALL ITEMS OF \oIORK, IJHICH THIS REQUIREMENT APPLIES, A. SUFFICIENT COVER OVER PIPES SHALL BE PROVIDED TO CONFORM IJITH THE CITY OF OKEECHoBEE REQUIREMENTS. B. CORREGATED METAL PIPE (CMP/CAP), ALL CMP SHALL BE ALUMINUM ALLOY, ROUND, HELICAL-'w'OUND CORREGATED PIPE CONFORMING TO THE AASHTo-M 196-74 AND FDOT SECTION 945. PIPE ENDS AT JOINTS SHALL BE REFORMED TO ANNULAR CORRUGATIONS FOR THE COMPLETE BAND 'WIDTH. ALL JOINTS SHALL BE SOIL-TIGHT. ALL CONNECTING BANDS SHALL BE CORRUGATED ANNULAR COUPLING BANDS. A NEOPRENE GASKET OF AT LEAST SEVEN INCHES \oIIDE BY 3/8 INCH THICK SHALL BE USED FOR ALL PIPES. ALL CMP SHALL BE INSTALLED AT MAXIMUM LENGTHS TO REDUCE THE NUMBER OF JOINTS. CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT LEVELS OF POLLUTANTS, 'WHICH MAY REACH SURFACE AND/OR GROUND IJATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE IJATERS IS SEDIMENT IN EROSION. EXCESSIVE QUANTITIES OF SEDIMENT REACHING IJ A TER BODIES HAS BEEN SHo'WN TO ADVERSELY AFFECT THE PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES OF RECEIVING \oIATERS, TRANSPORTED SEDIMENT SAN OBSTRUCT STREAM CHANNELS, REDUCE THE HYDRAULIC CAPACITY, REDUCE THE CONVEYANCE CAPACITY OF CULVERTS AND OTHER CONVEYANCE FACILITES AND ADVERSELY IMPACT BENTHIC INVERTEBRATE AND FISH SPECIES THROUGH SILTATATIoN. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE REDUCE PRIMARY PRODUCTIVITY \-'!THIN THESE RECEIVING SYSTEMS, 11. BEFORE DRY RETENTION S'WALES ARE MADE OPERATIONAL, COMPACTION AND SODDING OF THESE AREAS SHALL BE COMPLETED IN ACCORDANCE IJITH THE PLANS AND SPECIFICATIONS HEREIN AND FDOT REQUIREMENTS. 12. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE THAT THE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, oIJNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN IJoRKING CONDITION AT THE END OF EACH 'WORKING DAY, 13, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE 'WITH THE FOLLoIJING STANDARDS, IN ADDITION TO ALL OTHER APPLICABLE CRITERIA' A, NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED A T ONE TIME, H;NIMUM STANDARDS, 1. SEDIMENT BASINS, PERIMETER BERMS, EROSION CONTROL BARRIERS AND OTHER MEASURES, IMPLEMENTED TO TRAP SEDIMENT TRANSPORT, SHALL BE CONSTRUCTED AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE ANY LAND DISTURBANCE TAKES PLACE, 2, ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOIJING, FLOATING OR BLoIJING ONTO ADJACENT PROPERTIES. 3, PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS IJITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED IJITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE. BUT IJILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR 110RE THAN ONE YEAR, 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED \oIITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND Pt':RMANENT STABILIZATION OF ALL STOCKPILES MAINTAINED ON-SITE. ,~" IJELL AS, SOIL INTENTIoNALl, Y TRANSPORTED FROM THE SITE, 5, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS, NOT OTHER'WISE PERMANENTL Y STABILIZED, PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT. IN THE OPINION OF THE REVlEIJER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND 'w'ILL FUNCTION TO INHIBIT EROSION, 6, STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, PERIMETER BERMS, DIKES AND DIVERSIONS IMMEDIA TEL Y FOLLolJING INST ALLA TION, 7, SURFACE RUNOFF FROM DISTURBED AREAS, THAT ARE COMPRISED OF FLo\ol FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO ONE ACRE, Sf-IALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE DISTURBED AREA, THE OUTFALL DEVICE DR DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLo'w'ING THROUGH THE DEVICE FROM THE DISTURBED AREA, 8. FOLLo'w'ING ANY SIGNIFICANT RAINFALL EVENT, SEDIMENT CONTROL STt~UCTURES IJILL BE INSPECTED FOR INTEGRITY AND FUNCTIONALITY, ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY, <J, CONCENTRATED RUNOFF SHALL NOT FLo'w' DOIJN CUT OR FILL SLOPES UNLESS CONTAINED IJITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL OR STRUCTURE. 10. \oIHENEVER 'WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER EFFECTIVE PROTECTION SHALL BE PROVIDED. B, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, C. EFFLUENT FROM DE\oIATERING OPERATIONS SHALL BE FILTERED. THEN DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT RECEIVING SYSTEMS OR ADJACENT LANDS D, RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE 'w'ITH THESE REGULATIONS. 14, 'w'HERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO PAVED SURFACES, AREAS IJHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ROAD SURFACES SHALL BE CLEANED REGULARLY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SIJEEPING IJITH TRANSPORT TO A SEDIME"<T CONTROL DISPOSAL AREA, STREET 'w'ASHING SHALL BE ALLo'WED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS. AS IJELL AS, TO LARGER AREAS UNDER CONSTRUCTION, 15 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED IJITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIE'WER, DISTURBED SOIL AREAS, RESULTING FROM THE DISPoSITl:JN OF TEMPORARY MEASURES, SHALL BE PERMANENTLY ST ABILIZEIi TO PREVENT FURTHER EROSION AND/OR SEDIMENTATION, 16, PROPERTIES AND IJATERIJAYS DoIJNSTREAM FROM THE CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMEN' DEPOSITION AND EROSION. 17, EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FoLLo.... THE REQUIREMENTS IN INDEX NO, lOt, 102 AND 103 OF FDoT RoAD'w'AY AND TRAFFIC DESIGN STANDARDS. 18. THE REVIE'WER MAY APPROVE MODIFICATIONS OR ALTER THE PLANS FOR THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. CERTIFICATE OF AUTHORIZATION NO. 26134 ASMUSSEN ENGINEERING LLC POBOX 199B OKEECHOBEE. FLORIDA 34-973-1998 TEL: (863) 763-854-6 / FAX: (863) 4-67-8560 EMAiL: lasmusseOeorthlink.net (", Ii f\! '4 I'i; ',,} ~[\.!\ " ' \ t\ \',i" ' '\ \, \':' i' ". 'J j~\.Ll 'V Ifd ~L~A ) VI \ ~ ~Jl~0~\:L~, BROCK MOTOR CARS-SPECS 712 N PARROTT AVE. OKEECHOBEE, FLORIOA 34-972 CONTACT: BROCK TEL: (561) 964-0004- PRINT DATE: I DRAWN BY: I CHECKED BY: 12-12-06 I BYASSEE I ASMUSSEN. L . RE'ASION ~ESCRIPriOH -~g--t<Q:- N/A ~-- NT" c.tOO flLE: _ BROCI</CIOO SP_121208.dw<l SHEET: <; n;:- <; NOT VAllD UNLESS SIGNED & EMBOSSED -----.. -~-- 1."7::' .I~leks()11 Stl\.'L'L Suite .2(1h ! 1.11'1 \ h crs. II(lrid~1 _~~()() l-:::S-+:' Phi 1Ill': :::~ q- ~~ -t- ~~ ()() ] d \ ::: ~ q-~~ -l-h~ x+ 1 Ill~liJ: I:mll' 1'1;\llllillc.' II :ltl.lll'l Staff Report - Site Plan REVIEW Prepul'e((lhr: ('ity ofOkecchobee Applicant: Greg lvii/ling/Brock Alotor ('aI's Inc. Staff Report Site Plan Review Applicant's Name: Greg Milling/Brock Motor Cars Inc. IG,~ Unformati n ..:. .. . " . , ' ' . \ppl iC~l1lt \ddrl'ss: Gn'g 'tilling fot' Bnlck 1\lotor Cars, I ne. .~~-J.() S. \lilil~lJ'\ [r~lil l.akl' \\'prth~ I I, _~~-~(<~ Applicant: ,\ppliGtnl PIHll1l': (h\l1l'l (h\ 11cr ,\dch'ss' :'i61-96-J.-()()()-J. ] \lichdcl8: \l1)2l'Ll \rlllstJ()ll~ 9()~ SI. 1 Slrc.:t ()~ccch()bcc. II, ,H97-J. (h\ l1l'r Phonc ~lllllbcr: S6:,-6:;-J.-S 7()X ~ ill Descri tion.QfSub', tpro :, " , " ' I (){:-, II. 1.2. ~lI1d i.'. HIl)ck -:;7. (,il: ul' ()kel:clwh_'l'. i\ccurding tu the PI~lt lhel'eul J\,-'c()rdcd ill Pht I~uok I. !lage 1 () ~lml PLll Huuk 5. P~l~l,' 5. Pllhiic RlTunb u! ()keL'clwhl'c ('ount\. 11ul'ida. n;;...... . " ,..,~USSIOn: " '... ~', '" ,,' , , ' ; , I hi" i" ;1 silL' I'L\Il rl'\ IC\\ 1'01' car lul. u!'lice allll storagl' shed rur Bn)ck \lutor ell'". IIlL', Ihe subject pmperl: \\as grallll'd ~I speci,ll L':\Cqltioll 11.: l>etili\lll Nu. 02-00 I-SI h~ tilL' !~();'!'d 1'[' /\djustlllel1t ill j,lllll,lr: u!" 20()2. Fi"'i" " ' nll,ll n :. , " ' ,,' ", .. .,.. ' '" ,', ',." .. Existing Proposed Futun' Land l st' 'Jap \ulUllloti\l: Sdks (this \1l1olllo1i\l' SC1"\ iel' 8: I\l.'p,lir port i ()11 () i' 1 he propl'rt:- is k'c[1l1il'~1Ih \ ~lC~lI1tl (oll1l11l.'relal Nonc l.and l se Zoning ('11\' ~onl' RcquilTd Pn"ided Demit\ '\ \ '\\ \Jin Lot ,\"ca h_'::~() sq. n. :2().\):'i] ;;q.1i '.Jin I ,ot \\idth ::.!\ ('I '\) II 1.+7 n Sethacl, R eq II irel1le 11 t\ Fnlllt ~() i't t() huildii1~:; ~() n Staff Report Site Plan Review Applicant's Name: Greg Milling/Brock Motor Cars Inc. Requin'd Pnnitkd 1 () l"l to parkingdri\l.:\\d: Rear 1 () 11 N s-+ It S .26 11 .2 -+ 1'1 Sides S It ,It" Lot COH'I'a~(' :'1000 ') ,0 _'._ 0 \Ln Illlpcn Surf:!n' X~n () )6.~OI1 !\laxilllulll lIeight ,,):'1 n ('annot exceed -IS fed Parkin" '"' .'\ UIllIH'I' of spaces 1 ]:'0 SlI, n, I ol~tI Sq, It. = 676 sq. It, P~lrking :" Sp~lCL'S , spacl's L(//ulSCllpillg Parking An'a :'I lrees and 1:'1 shrubs -t trt'es and 7 shruhs B" ffc r 1 () Ii along slrl'cl .2 It ~tI(1ng pn)pert: lillL' ]() n ~O n Recomm,ndation: : , >.' ' " ,.:., . ,". ,'. - I ' : Sl~l!l recol11l11l'l1ds llppro\'{tI oj' lhl' sill' pl~ll1 rL'\ le\\ \\ hell the !'ull(\\\ il1g c(\l1ditiulh ~I l'l: 1l1l'l: i, IhL' lal1dsc~lpil1g reljllirel11l'llh sl1ulIld hl' I11l't. Ihe applic~lIlt l1el'ds IlHll'e LlIldsc~lpillC!. ror thc pn\l'crl), .\lIh/lli!!cd In' .l;ll11l'S (j, I aRlIc. /\ICP PLlI1llinL'. ('(\llS11It:lI1t .l;\Illldl"\ I~. ~()(l7