Loading...
2014-06-19MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, JUNE 19, 2014, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 Page 1 of 3 L CALL TO ORDER — Chairperson. The meeting was called to order at 10:03 a.m. by Chairperson Whitehall. 11. STAFF ATTENDANCE — Secretary. City Administrator Brian Whitehall - Present Building Official Jeffrey Newell - Present Police Chief Denny Davis - Present Fire Chief Herb Smith - Present Public Works Director David Allen - Present City Engineer- Position is vacant at this time Non - Voting Ex- Officio Members: City Attorney John R. Cook - Present City Planning Consultant Bill Brisson - Present OUA Executive Director John Hayford — Present (entered Chambers at 1012 a.m.) County Environmental Health Department Representative Doug McCoy — Absent School District Representative - Absent Committee Secretary Patty Burnette - Present III. MINUTES — Secretary. A. Police Chief Davis moved to dispense with the reading and approve the May 15, 2014, regular meeting minutes; seconded by Public Works Director Alien. Motion carried unanimously. IV. NEW BUSINESS — Chairperson. A. Okeechobee Asphalt and Ready Mix Concrete, Inc., 14- 002 -TRC. Application was submitted by Stephen Cooper, Project Engineer, on behalf of the property owner, Okeechobee Asphalt and Ready Mix Concrete, Inc., in regards to the construction of a new two story, 3,840 square foot office building located at 806 NW 9th Street, Okeechobee, FL. - Senior Planner. City Planning Consultant Brisson explained to the Board that the applicant is proposing to construct a new two -story, 3,840 gross square foot office building with onsite parking. The new structure will be used for office and administrative support for the firm's existing paving, concrete and asphalt business located in the City. Mr. Brisson recommended approval noting the following stipulations: first, a maneuvering area is provided to allow back -out room from the two westernmost parking spaces; or the configuration of the lot is otherwise modified to accommodate safe and convenient interior circulation; second, a tree is added to the five foot by fifteen foot island in the parking lot; third, trees are placed, not more than 50 feet on centers in the required landscaped buffer area along the northern property line; fourth, a five foot wide, six inch thick sidewalk is added along the property's frontage on Northwest 8th Avenue; fifth, the Applicant submits a photometric lighting plan for the parking area, meeting the requirements of Sec. 78- 71(a)(5); sixth, dumpster pad should be enclosed by an opaque fence. TRC - June 19, 2014 - Page 2 of 3 IV. NEW BUSINESS CONTINUED. A. Okeechobee Asphalt and Ready Mix Concrete, Inc., 14- 002 -TRC continued. Mr. Stephen Cooper, Engineer with Rudd Jones, P.E. & Associates, P.A., was present on behalf of the property owner, Okeechobee Asphalt and Ready Mix Concrete, Inc., as well as, Mr. Robert Gent, Vice President, and Mr. Jim Niemchak, of Okeechobee Asphalt and Ready Mix Concrete, Inc. After distributing copies of a revised site plan dated, June 17, 2014 to the Board, Mr. Cooper briefly outlined the revisions. A four foot deep by six foot wide dumpster was determined, after consulting with Mr. Jeff Sabin, Government Affairs Manager with Waste Management, to be able to adequately service the office use. The proposed dumpster pad was revised to accommodate these specifications as well as adding a wooden enclosure. A five foot parking space back -out area was included along with a five foot sidewalk running parallel with the east perimeter of the subject property, and then connecting to the existing sidewalk on the north side of Northwest 9th Street. A tree would be added to the parking island and landscaping along the northern property line would be provided as well as a photometric lighting plan. Administrator Whitehall verified with Mr. Brisson that the reconfiguration of the dumpster pad was adequate. Mr. Brisson stated that it appears that five feet should be adequate. Discussion then was concentrated on the functionality of the culvert pipe on Northwest 8th Avenue as the Surveyor could not locate the entire pipe. Administration Whitehall was concerned that there may be a collapsed pipe mid - block. After a lengthy discussion, a determination was made to investigate the functionality of this culvert pipe when construction begins and either repair or remove it should that be appropriate. Comments from the Departments: County Environmental Health Department: Mr. McCoy was unable to attend the meeting and he relayed to Secretary Burnette that he had no issues to report. OUA: Mr. Hayford discussed in quite some detail the connection to the water main for the subject property as shown on the site plans, sheet 3 of 4. According to the plans, it was proposed to bore under Northwest 9th Street and connect a two inch service line to the subject property. A lengthy discussion followed and a consensus was reached to extend the two inch water main to loop it with the water main on the south side of Northwest 9th Street and connect the subject property service line to that line. Mr. Hayford also mentioned that the flow rate seemed high for domestic use as smaller is better financially in the Tong term for the customer. Building Official: Mr. Newell asked whether they had considered flipping the design and placing the building up front with the parking in the back as he had concems with the closeness of the driveway radius to the intersection of Northwest 8th Avenue and 9th Street. Mr. Cooper explained that this was considered, though the site works this way only, given the usual setback requirements. This parcel abuts a residential zoning district as well as being a corner lot having two front yard setback requirements. He also considered designing the driveway cut off of Northwest 9th Street. This would not work as required parking spaces would have been lost. Mr. Newell asked Mr. Cooper what were the Florida Department of Transportation's (FDOT) minimum distance setback requirements. Mr. Cooper responded that he thought it was 25 feet from the property line. The consensus was to leave the driveway as designed. Public Works: Director Allen stated that the culvert pipe along the east perimeter of the subject property would need to be investigated to determine whether it would need to be repaired or removed when construction started as well as replacing the culvert pipe under the proposed driveway, should it be applicable. Police Department: No issues were received. Fire Department: No issues were received. TRC - June 19, 2014 - Page 3 of 3 IV. NEW BUSINESS CONTINUED. A. Okeechobee Asphalt and Ready Mix Concrete, Inc., 14-002 -TRC continued. Police Chief Davis moved to approve Application No. 14-002 -TRC to construct a new two - story, 3,840 square foot office building located at 806 NW 9th Street, Okeechobee, FL; with the following contingencies: A maneuvering area is provided to allow back -out room from the two westernmost parking spaces, as shown on the revised site plan dated, June 17, 2014; a tree is added to the five foot by fifteen foot island in the parking lot trees are placed, not more than 50 feet on centers, in the required landscaped buffer area along the northern property line; a five -foot wide, six inch thick sidewalk is added along the property's frontage on Northwest 8th Avenue, as shown on the revised site plan dated June 17, 2014; the applicant submits a photometric lighting plan for the parking area, meeting the requirements of Sec. 78 -71 (a)(5); dumpster pad should be enclosed by an opaque fence, as shown on the revised site plan dated June 17, 2014; extend two inch water main to loop it with the water main on the south side of Northwest 9th Street and connect the subject property service line to that line; determine the functionality of the culvert pipe along the west side of Northwest 8th Avenue, and whether it needs to be repaired or removed when construction starts, as well as replacing the culvert pipe underneath the driveway, should it be applicable; seconded by Fire Chief Smith. Motion carried unanimously. V. ADJOURNMENT— Chairperson. There being no further items on the agenda, Chairperson Whitehall adjourned the Technical Review Committee meeting at 10:51 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. ATTEST: Patty M. Burnette, Secretary P.M . &Lori& Brian hitehall, Chairp - on CITY OF OKEECHOBEE JUNE 19, 2014 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: June 19, 2014 Technical Review Committee Meeting, 10:00 a.m. II. STAFF ATTENDANCE - Secretary Administrator Whitehall Building Official Newell Chief Davis Chief Smith Engineer Public Works Director Allen Non - Voting Ex- Officio Member: Attorney Cook County Health Department McCoy OUA Executive Director Hayford Senior Planner Brisson School Representative Secretary Burnette III. MINUTES - Secretary. Present Absent A. Motion to dispense with the reading and approve the Summary of Technical Review Committee 15, 2014 regular meeting. D8.,V tS moved to dispense with the reading and approve the Summary of Technical Minutes for the May 15, 2014 regular meeting; seconded by ` tssuitS `�(�ack(rQ S Minutes for the May Review Committee VOTE YEA NAY ABSTAIN ABSENT Allen ✓ Davis Position vacant at this time Newell `� 1 Smith U' 10. Ig, vi? re4 ,✓ ✓ ✓ ✓ { 1 (' i f: :,,, d y k (Kenuao6 APPROVED `DENIED A. Motion to dispense with the reading and approve the Summary of Technical Review Committee 15, 2014 regular meeting. D8.,V tS moved to dispense with the reading and approve the Summary of Technical Minutes for the May 15, 2014 regular meeting; seconded by ` tssuitS `�(�ack(rQ S Minutes for the May Review Committee VOTE YEA NAY ABSTAIN ABSENT Allen ✓ Davis `7 Newell `� Smith U' thitehall ✓ APPROVED `DENIED IV. NEW BUSINESS - Chairperson. Revised pictim reed 61 t 31 i A. Okeechobee Asphalt and Ready Mix Concrete, Inc. 14- 002 -TRC. Application was submitted by Stephen Cooper, Project Engineer, on behalf of the property owner, Okeechobee Asphalt and Ready Mix Concrete, Inc., in regards to the construction of a new two story, 3,840 square foot office building located at 806 NW 9th Street, Okeechobee, FL. - Senior Planner. Discussion: ,Stephen Cooper : Rudd fonts Contaelecl 1-efi- -6in -L0tr? proper srzo piao-lome i-r. IC plan Wi II a picot/ 'deli - 51 ,baciA f 32�L no“)- - IvStthfc. PI Pe across prD per4q rr) Ow q �# , i I I k1 r Sso n : Sta.fi Fit pot's .thius try <_rr spare — dum p r pack reccory,rnewls 4A-f preval Vv 14h u se oanfinc, rct(_c IC, tYl Wt.) B. Motion: t moved to(appro deny site plan review submitted by Stephen Cooper, Project Engineer, on behalf of the property owner, Okeechobee Asphalt and Ready Mix Concrete, Inc., in regards to the construction of a new two story, 3,840 square foot office building located at 806 NW 9th Street, Okeechobee, FL; seconded by .h.,v-k_ i K rt � �L� t ur , Viui . aJiud p /ttA ,fans Contingencies: CI) ctionq t,)( DLL! c iy)w V. ADJOURNMENT – Chairperson. There being no further items on the agenda, Chairperson Meeting at iii 5 J a.m. t 1kc -c 4. 2 orn2movt ()-7, af7"ttet7b.4 tart adjourned the Technical Review Committee iozickriz- r 1:n vccoa.44 gaRicAS VOTE YEA NAY ABSTAIN ABSENT Allen Davis Newell Smith Whitehall 'APPROVED DENIED V. ADJOURNMENT – Chairperson. There being no further items on the agenda, Chairperson Meeting at iii 5 J a.m. t 1kc -c 4. 2 orn2movt ()-7, af7"ttet7b.4 tart adjourned the Technical Review Committee iozickriz- r 1:n vccoa.44 gaRicAS Br1an — V rt 00Ct vr5 Ccdrin basic Or T0 q`ffi Sf 4 g" five ,ate Ni m N , (Ltr "L o rah acct at 3/1.4 \r" J\Y 4,1" f 00 o I) -fi cv y A (\\[ Cony d r k Lo Cuks a L k'r se e-ha ft f of m j ri 111(.14■1 \ cLnNtuk ( ea LS afi )o 1 acee.sS7v 'Pd.w af awe 10,..1/ id (Ice c ThiVki bf ESSLOS >°s191-) anc1a +d J?neeroil( Liincl C "( S911)-) 0 oniAH* v‘pA D ' 9.1 Stci? (-D �a s 5rcI C, " -(1) (, " PfC 020 (yt ov t &ct S1- 44 Ave -i' here too pro q 4414 044 - ftE! GrA Lao p Js 45.E 3u'r (.C)f CL.l I'! fit) proilrtt. Q �tsg u-c -tt S f rd t c.Q OCVOS6 f et oocri4i LI-1 f I n'fv Clot st--i 1 3 aII (YL.!(Q.Ct _rE i C.tX'Sn € tit et, 40 62 ref/au Cum d mcu�Ze e)3L" %4. (trWi4 -42e -�ir e rl vL CSC. c_ lS ! (1 S7 a I riCfi ISS' N on p rivp "��� a� (I-V (. u° 1t0-4 an ac (Ito >i rec. 0-lo Oaf- lb 5e. , -k_a 4 o Cut C (' ( \ CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA JUNE 19, 2014 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3R1) AVENUE OKEECHOBEE, FLORIDA 34974 I. CALL TO ORDER JUNE 19, 2014, 10:00 a.m. - Chairperson. II. STAFF ATTENDANCE - Secretary. Voting Members: David Allen, Public Works Director Denny Davis, Police Chief Jeffery Newell, Building Official Herb Smith, Fire Chief Brian Whitehall, Administrator Non - Voting Ex- Officio Member: III. MINUTES - Secretary. Doug McCoy, Okeechobee County Health Department John Hayford, Okeechobee Utility Authority Bill Brisson, Senior Planner, LaRue Planning and Management John Cook, City Attorney School Representative Patty Burnette, Secretary A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the May 15, 2014 regular meeting. IV. NEW BUSINESS - Chairperson. A. Okeechobee Asphalt and Ready Mix Concrete, Inc. 14- 002 -TRC. Application was submitted by Stephen Cooper, Project Engineer, on behalf of the property owner, Okeechobee Asphalt and Ready Mix Concrete, Inc., in regards to the construction of a new two story, 3,840 square foot office building located at 806 NW 9th Street, Okeechobee, FL. - Senior Planner. V. ADJOURNMENT TECHNICAL REVIEW COMMITTEE MEETING — Chairperson. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and that the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department, no later than two business days prior to the proceeding, 863- 763 -3372. Please be advised that should you intend to show any document, picture, video or items to the Board in support or opposition to any item on the Agenda; a copy of the document, picture, video or item MUST be provided to the Board Secretary for the City's records. 1 3N J J DEPENDENT �NEW5PAPERS UKFECHOBEE NEWS - NEWSPAPERS OKEECHOBEE NEWS STATE OF F1..OPlDA COUNTY OF OKEECI IOBEE. 107 III: S.W. S 17th Street, Suite 1), Okeechobee; EL 34974 Before the undersigned authority personally appeared Tarn Byrd, who on oath says he is Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a in the matter of [� ,Crl,l•C �� L% L`c in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of -_ �rCr�a�ry Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class snail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant fur- ther says that she has neither paid nor promised any person, firm or corporation any discount, rebate, com- mission or refund for the purpose of securing this advertisement for publication in the said newspaper. 7'o111 Byrd Sworn to and subscribed before me this day of `% (7 AD Notary Public, State of Florida at Large ,��rfwr ,tiY °v ANGIE BRIDGES s: 7. MY COMMISSION # EE 177653 EXPIRES: April 20, 2016 Bonded Thru Notary Public Underwriters (863) 763 3134 TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HEREBY GIVEN that the Technical Review Committee of the City of Okeechobee will meet in Regular Session on Thursday, June 19, 2014, at 10 :00 a.m., City Hall, 55 5E 3rd Ave, Rm 200, Okeechobee, Florida. The public Is Invited and encouraged to attend. Contact Patty Bur - nette at 863 - 763 -3372, or website citvofokeechobee corn, to obtain a copy of the agenda. ANY PERSON DECIDING TO APPEAL any decision made by the Tech- nical Review Committee with respect to any matter considered at this meet- ing will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommo- dation to participate in this proceeding, contact the General Services De- partment no later than two business days prior to proceeding, 863 - 763 -3372. BE ADVISED that should you intend to show any document, picture, video or items to the Committee in support or opposition to any item on the agenda; a copy of the document, picture, video, or item MUST be provided to the Committee Secretary for the City's records. By: James E. Kirk, Mayor Lane Gamlotea, CMC, City Clerk 465707 ON 6/13/2014 CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 2 Rev. 04/11 .0 0 'VI t� { , A � la� - "; C /'� T.`' 91 5*, ��� City of Okeechobee General Services Department 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 39974 -2903 Phone: (863) 763 -3372, ext. 218 Fax: (863) 763 -1686 e-mail: clement @cityofokeechobee.com Date Received rry (.cd f a Application No. Fee Paid: 4 ; , . � t ® .�.Tal Recei t No. 3/,:,),4.., p 1 Hearing Date: LI:, 1 r ( P f + APPLICANT INFORMATION 1 Name of property owner(s): Okeechobee Asphalt & Ready Mix 2 Owner mailing address: PO Box 1994, Okeechobee, FL 34973 -1994 ' 3 Name of applicant(s) if other than owner: Same 4 Applicant mailing address: 5 Name of contact person (state relationship): Mr. Jim Niemchek 6 Contact person daytime phone(s): 863 - 763 -7373 7 Engineer: Name, address and phone number: Rudd Jones, P.E. & Associates, P.A., 7450 S. Federal Highway, Port St. Lucie, FL 34952. Phone: (772) 336 -2933 6- eph -0 Coo e f number: Geomatic Services, Inc., 1934 Tucker Ct., Fort Pierce, FL 34950, Phone: 772 - 419 -8383 g Surveyor: Name, address and phone PROPERTY and PROJECT INFORMATION 9 Property address /directions to property: NW 9th Street, Okeechobee, FL (NE Corner of 8th Avenue and 9th Street) 10 Parcel Identification Number 3- 15- 37 -35- 0010 - 00410 -0110 ll Current Future Land Usc designation: Commercial 12 Current Zoning district: Commercial Professional Office 13 Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. Proposing two story - 3,840 sf (gross) office building including paved parking and sidewalks, along with driveway entrance. The proposed building is for use by Okeechobee Asphalt & Ready Mix as a new location within the City of Okeechobee, FL. 14 Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. This property is currently vacant land. 15 Total land area in square feet (if less than two acres): or acres: 0.321 acres 16 Is proposed use different from existing or prior use (I ✓ IYes) ( No) Rev. 04/11 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 2 For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 04/11 Number and description of phases: There is no proposed phasing for this project. 17 Applicant's statement of interest in property 18 Source of potable water: OUA 19 Method of sewage disposal: OUA For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 04/11 ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property 21 One (I) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) 23 Three (3) sealed boundary and topographic, "as is" surveys of the property involved including: a. certified boundary survey, date of y surveyor's name, address and phone number/ b. Legal description of site an parcel number c. Computation of total acreage to nearest tenth of an acre 4 24 Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details to be included in site plan) 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. 27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Three (3) copies of sealed drainage calculations 29 Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. ti/ 30 Nonrefundable application fee: $1,000.00 plus $30.00 per acre. NOTE: Resolution No. 9841 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the City Engineer and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is require to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may resulting the summary denial of this application. d_3 'R a 3 st-1.--- G 4w-T"— S-G —Cd, Signature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 04/11 Okeechobee Asphalt & Ready Mixed Concrete, Inc. 503 NW 9th Street* Okeechobee, FL 34972 1 P.O. Box 1994 Okeechobee, FL 34973 office: (863) 763 -7373 1 fax: (863) 763 -7379 www.lynchpaving.com May 6, 2014 City of Okeechobee General Services Department 55 SE 3rd Ave, Room 101 Okeechobee, Fl. 34974 -2903 RE: Letter of Intent Proposed New Office Building To Whom It May Concern, Okeechobee Asphalt and Ready Mix Concrete, Inc. intends to construct a new office building, including vehicular use at the subject property. The new office will serve as our local headquarter building. The proposed building will be used for office and administrative support for our existing paving, concrete and asphalt business located in the City. Best Regards, Robert Gent Vice President Recorded in Okeechobee County 07/31/2008 03:53:08 PM Sharon Robertson O.R. BKPG 00657/1723 2008008988 AMT 4,000.00 Doc Stamp 28.00 Tax Deed File No. 2008 -TD -066 Property Identification No. 3- 15- 37 -35- 0010 - 00410 -0110 TAX DEED STATE OF FLORIDA COUNTY OF OKEECHOBEE The following Tax Sale Certificate Numbered 2076 issued on May 31, 2006, was filed in the office of the tax collector of this County and application made for the issuance of a tax deed, the applicant having paid or redeemed all other taxes or tax sale certificates on the land described as required by law to be paid or redeemed, and the costs and expenses of this sale, and due notice of sale having been published as required by law, and no person entitled to do so having appeared to redeem said land; such land was on the 31st day of July, 2008, offered for sale as required by law for cash to the highest bidder and was sold to OKEECHOBEE ASPHALT & READY MIXED CONCRETE, INC., whose address is P 0 BOX 1994 OKEECHOBEE FL 34973, being the highest bidder and having paid the sum of his bid as required by the Laws of Florida. Now, on this 31st day of July, 2008, in the County of Okeechobee, State of Florida, in consideration of the sum of $ 4,000.00 Dollars, be' _ . e amount paid pursuant to the Laws of Florida does hereby sell the following lands, including any he . . ts, buildings, fixtures and improvements of any kind and description, situated in the County and State a • - sai s . d described as follows: LOTS 11 -12 BLOCK 41 CITY OF i1 ICEE " OBEE Sharo Roberts t ' Cl of Circuit Q'tif (Seal) MADALYN PIN i N STATE OF FLORIDA COUNTY OF OKEECHOBEE IN R. PARRISH, Deputy Clerk \. On this 31st day of July, 2008, before me NOTARY PUBLIC, personally appeared ROBIN R. PARRISH, Deputy Clerk of the Circuit Court or County Comptroller in and for the State and this County known to me to be the person described in, and who executed the foregoing instrument, and acknowledged the execution of this instrument to be his own free act and deed for the use and purposes therein mentioned. Witness my hand and office seal date aforesaid. y�/ ,114/741dV VOTARY PUBLIC MARTHA GAIL MEWBOURN 79 MY COMMISSION # DD909179 EXPIRES: April 21, 2009 1.800.3•NOTAuy •I. Naa,y Discount Assoc. Co. IN THE CIRCUIT COURT OF THE NINETEENTH JUDICIAL CIRCUIT IN AND FOR OKEECHOBEE COUNTY, FLORIDA OKEECHOBEE ASPHALT & READY MIXED CONCRETE, INC. Plaintiff, Vs. GLOWACKI FAMILY ENTERPRISES, PINOT IV, LCC, CITY OF OKEECHOBEE, GEOFFREY R. BODDEN, d/b /a GEOFFREY BODDEN and ASSOCIATES, HOWARD F. FENNELL, and THE FLATLANDS HARVESTING, INC., BLACKLIDGE EMULSIONS, INC. a foreign corporation, PREMIUM CAPTIAL, LLC, as assignee of The Hartford, and as to each of the foregoing persons, if alive or deceased, their - . n heirs, devises, grantees, creel •rs, .�+ all other parties claiming by, and al+yst these Defendants, CASE NO- 2008=CA -689_ _ 11111111011 1111113011111111111 FILE NUM 2010004978 OR BK 00686 PG 0156 SHARON ROBERTSON? CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY? FLORIDA RECORDED 45/04/2410 09.15 :58 AM RECORDING FEES $ 0.00 RECORDED BY G Mewbourn Pes 4156 - 157; (2p s) Defendants. UM r' ' Y/F,IVAL JUDGMENT THIS CAUSE havinb -s ge orfta' be heard by the Court on the 29th day of April, 2010 upon the Plaintiff, OKEECHOBEE ASPHALT & READY MIXED CONCRETE, INC.'s, Complaint, GLOWACKI FAMILY ENTERPRISES, PINOT IV, LCC, CITY OF OKEECHOBEE, GEOFFREY R. BODDEN, d/b /a GEOFFREY BODDEN and ASSOCIATES, HOWARD F. FENNELL, and THE FLATLANDS HARVESTING, INC., BLACKLIDGE EMULSIONS, INC. a foreign corporation, PREMIUM CAPTIAL, LLC, as assignee of The Hartford, and as to each of the foregoing persons, if alive or deceased, their unknown heirs, devises, grantees, creditors, and all other parties claiming by, under or against these Defendants, and the Answers, Waivers and Disclaimers of Interest being filed by the Defendants, the Court finds that Plaintiffs are entitled to a Summary Final Judgment as a matter of law, it is thereupon, ORDERED and ADJUDGED: 1. The title of Plaintiff, OKEECHOBEE ASPHALT & READY MIX CONCRETE, INC., to the following described property in Okeechobee County, Florida: PIN: 3 -15 -37-35 -0010 -00410 -0110 FILED IN OPEN COURT THIS THE DAY OF FiON , 20,0 SHARON ROBE ,CLERK OKE1~GHOBEE COU lY, FLORIDA BY Book686 /Page 156 CFN #2010004978 Deputy Gerk Page 1 of 2 PARCEL 1: Lot 11 and 12, Block 41, OKEECHOBEE, according to the Platt thereof recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida, a copy of said plat being also recorded in plat book 1, Page 10, Public Records of Okeechobee County, Florida. is good title against the claims or purported claims of Defendants, GLOWACKI FAMILY ENTERPRISES, PINOT IV, LCC, CITY OF OKEECHOBEE, GEOFFREY R. BODDEN, d/b /a GEOFFREY BODDEN and ASSOCIATES, HOWARD F. FENNELL, and THE FLATLANDS HARVESTING, INC., BLACKLIDGE EMULSIONS, INC. a foreign corporation, PREMIUM CAPTIAL, LLC, as assignee of The Hartford, and as to each of the foregoing persons, if alive or deceased, their unknown heirs, devises, grantees, creditors, and all other parties claiming by, under or against these Defendants, and those claims or purported claims are canceled. The Plaintiffs are found to be the owners in fee simple of all I . nds herein above described and the title to the property is forever quieted and con ►- Plaintiffs, GERALD WEEKS and COLLEEN WEEKS. 2. .AIL poitato sae- te 44-4 r ^d- A9 de 440.-4i DONE and ORDERED at Copies furnished: Okeechobee County, this day of LARR SCHAC JEFFREY A. FADLEY, ESQUIRE, 807 SW SECOND AVE., OKEECHOBEE, FL. 34974 Warren Trip, Esquire, The Bedell Building, 101 East Adams Street, Jacksonville, Florida 32202 Deborah Marks, Esquire, 999 Brickell Bay Drive, Suite 1809, Miami, Florida, 33131 Howard Fennell and The Flatlands Harvesting, Inc., P.O. Box 429, Indiantown, Florida, 34956 Glowacki Family Enterprises, 20 Davekin Lane, Nantucket, MA 02554 Premium Capital,LLC, 2 Wells Avenue, Newton, MA 02459, MA 02459 John CCOY- Book686 /Page157 CFN #2010004978 Page 2 of 2 IN THE CIRCUIT COURT OF THE NINETEENTH JUDICIAL CIRCUIT IN AND FOR OKEECHOBEE COUNTY, FLORIDA OKEECHOBEE ASPHALT & READY MIXED CASE NO: 2008- CA-689 CONCRETE, INC. Plaintiff, Vs. GLOWACKI FAMILY ENTERPRISES, PINOT IV, LCC, CITY OF OKEECHOBEE, GEOFFREY R. BODDEN, d/b /a GEOFFREY BODDEN and ASSOCIATES, HOWARD F. FENNELL, and THE FLATLANDS HARVESTING, INC., BLACKLIDGE EMULSIONS, INC. a foreign corporation, PREMIUM CAPTIAL, LLC, as assignee of The Hartford, and as to each of the foregoing persons, if alive or deceased, their heirs, devises, grantees, cred.. , -, : all other parties claiming by, and . ' • st these Defendants, Defendants. AMENDED F • + IN OPE k! DAY OF it11 . HA • • N ROBE • TSON, OKE� •' $ i.�k F,''I$' aY 'lug._ ..�l.•�����r THIS 2 20 Li LERK 11 Y FINAL JUDGMENT THIS CAUSE havin• - : .\be heard by the Court on the 28th day of May, 2010 upon the Plaintiff, OKEECHOBEE ASPHALT & READY MIXED CONCRETE, INC.'s, Complaint, GLOWACKI FAMILY ENTERPRISES, PINOT IV, LCC, CITY OF OKEECHOBEE, GEOFFREY R. BODDEN, d/b /a GEOFFREY BODDEN and ASSOCIATES, HOWARD F. FENNELL, and THE FLATLANDS HARVESTING, INC., BLACKLIDGE EMULSIONS, INC. a foreign corporation, PREMIUM CAPTIAL, LLC, as assignee of The Hartford, and as to each of the foregoing persons, if alive or deceased, their unknown heirs, devises, grantees, creditors, and all other parties claiming by, under or against these Defendants, and the Answers, Waivers and Disclaimers of Interest being filed by the Defendants, the Court finds that Plaintiffs are entitled to a Summary Final Judgment as a matter of law, it is thereupon, ORDERED and ADJUDGED: 1. The title of Plaintiff, OKEECHOBEE ASPHALT & READY MIX CONCRETE, INC., to the following described property in Okeechobee County, Florida: PIN: 3- 15 -37 -35 -0010 -00410 -0110 mX � 1: ar- ci Its o� rO r m r*1 v CO ( Q ,7 CA CO Cul 0 r' 0 mT ,;•c Co I'll :c co CD 4 C) 4.= r'i H eo --- aa, ti— --1 G1 GS u= 0. s ▪ - o a� rromft m .. - -onC., 1+2 W n••■•• CO C.) umra raIT? ti r.) ; [h f,1 .J �-c -n v- -4' r-. • is oCul w H ▪ , 2 Book687 /Page206 CFN #2010005938 Page 1 of 2 PARCEL 1: Lot 11 and 12, Block 41, OKEECHOBEE, according to the Platt thereof recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida, a copy of said plat being also recorded in plat book 1, Page 10, Public Records of Okeechobee County, Florida. is good title against the claims or purported claims of Defendants, GLOWACKI FAMILY ENTERPRISES, PINOT IV, LCC, CITY OF OKEECHOBEE, GEOFFREY R. BODDEN, d/b /a GEOFFREY BODDEN and ASSOCIATES, HOWARD F. FENNELL, and THE FLATLANDS HARVESTING, INC., BLACKLIDGE EMULSIONS, INC. a foreign corporation, PREMIUM CAPTIAL, LLC, as assignee of The Hartford, and as to each of the foregoing persons, if alive or deceased, their unknown heirs, devises, grantees, creditors, and all other parties claiming by, under or against these Defendants, and those claims or purported claims are canceled. The Plaintiffs are found to be the owners in fee simple of all ds herein above described and the title to the property is forever quieted and co Plaintiff, OKEECHOBEE ASPHALT & READY MIXED CONCRETE, INC.. 2. DONE and ORDERED x'28 , Okeechobee County, this day of Circuit Ju • ge Copies furnished: Jo( 'JEFFREY A. FADLEY, ESQUIRE, 807 SW SECOND AVE., OKEECHOBEE, FL. 34974 %Warren Trip, Esquire, The Bedell Building, 101 East Adams Street, Jacksonville, Florida 32202 rDeborah Marks, Esquire, 999 Brickell Bay Drive, Suite 1809, Miami, Florida, 33131 ■filloward Fennell and The Flatlands Harvesting, Inc., P.O. Box 429, Indiantown, Florida, 34956 Glowacki Family Enterprises, 20 Davekin Lane, Nantucket, MA 02554 ✓Premium Capital,LLC, 2 Wells Avenue, Newton, MA 02459, MA 02459 Book687 /Page207 CFN #2010005938 Page 2 of 2 Staff Report Site Plan Review Prepared for: The City of Okeechobee Applicant: Okeechobee Asphalt & Ready Mix Petition No.: 14- 002 -TRC :!! I P. :Planning '& Management Services, Inc. 1375 Jackson Street. Suite 20(, Fort Myers, Florida 239-3.Vi 33(x5 Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant: Okeechobee Asphalt & Ready Mix Petition No.: 14- 002 -TRC General Information Owner: Owner Address: Applicant: Applicant Address: Site Address: Contact Person: Applicant /Contact Phone Number: Okeechobee Asphalt & Ready Mix PO Box 1994 Okeechobee, FL 34973 -1994 Same Same NE Corner of NW 8th Avenue and NW 9th Street Okeechobee, FL Jim Niemchek (863) 763 -7373 Legal Description of Subject Property Lots 11 and 12, Block 41, Okeechobee, according to the plat thereof, as recorded in Plan Book 5, Page 5, of the Public Records, of Okeechobee County, Florida. General Description The Applicant is proposing to build a new two -story office building with 3,840 gross square feet. The building will house the new local headquarters of Okeechobee Asphalt & Ready Mix. The new structure will be two stories with a mean roof height of 21.5 feet. and will be used for office and administrative support for the firm's existing paving, concrete and asphalt business located in the City. Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Existing Proposed Future Land Use Map Classification Commercial Commercial Zoning District CPO CPO Use of Property Vacant Office Building Land Area 13,983 sq. ft. (0.321 acre) 13,983 sq. ft. (0.321 acre) Serving Florida Luca1 i;ovcrnments Sinre 108ti 1 Staff Report Site Plan Review Applicant: Okeechobee Asphalt & Ready Mix Petition No.: 14- 002 -TRC Adjacent FLUM Classifications, Zoning Districts, and Existing Land Use Future Land Use Map Classification: Single - Family North: Zoning District: RMF Existing Land Use: Vacant Future Land Use Map Classification: Multi- family East Zoning District: RMF Existing Land Use: Single- family Future Land Use Map Classification: Industrial South Zoning District: Industrial Existing Land Use: Vacant Future Land Use Map Classification: Single - Family West: Zoning District: RMF Existing Land Use: Vacant Adequacy of Public Facilities Potable Water and Sanitary Sewer: The demand for potable water and sewer service associated with a 3,840 square foot office building is relatively minimal; in the area of 58 gallons per day. The Applicant should obtain a letter from the Okeechobee Utility Authority (OUA) stating that it has adequate capacity to serve the proposed use. Solid Waste Disposal: On a number of occasions the County has confirmed a consi- derable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It appears reasonable that the volume of solid waste associated with a development of this size can also be accommodated within the capa- city of the County's Solid Waste Facility. Traffic: According to the 8th Edition, ITE Trip Generation Manual, a corporate headquarters (ITE Code 714) could be expected to generate 7.98 trips per day on a weekday per 1,000 square feet of floor area and 1.40 trips per 1,000 square feet of floor area during the PM peak hour. Therefore, one could expect the average weekday traffic associated with the proposed local headquarters building to be about 31 trips and just about five (5) trips during the PM peak hour. Drainage: The Applicant has submitted stormwater calculations and documentation and will be required to meet all standards required by the City of Okeechobee and the Florida Department of Environmental Protection. Serving Florida Local Governments Since 1988 2 Staff Report Site Plan Review Applicant: Okeechobee Asphalt & Ready Mix Petition No.: 14- 002 -TRC Comparison of Proposal with Dimensional Standards, CPO Zoning Regulation Required Provided Minimum parcel size Minimum parcel width [Sec. 90- 225(1)] 6,250 square feet 50 feet 13,983 square feet (0.321 ac.) 140 feet Minimum front yard [Sec 90- 225(2)] [Sec 90 -447 Parking Setback [Sec 90- 225(2)] 20 feet for building 15 feet for 2nd street frontage 10 feet Setback from NW 9th street is shown at about 80 feet; the second street setback from NW 8th Avenue is 17.5 feet. The parking lot is set back about 13.5 feet from the front property line and about 15 feet from the south property line along NW 8th Avenue. Minimum side yard setback [Sec 90- 225(2)] feet; 20 abutting residential The building setback is 22.5 feet. Minimum rear yard setback [Sec 90- 225(2)] 10 feet; 20 abutting residential The building setback is 25 feet. Maximum lot coverage [Sec 90- 225(3)] @ 50% = 6,991.5 square feet 1,920 square feet (13.7 %) Maximum lot coverage & other impervious surfaces [Sec 90- 225(3)] @ 60% = 8,389.8 square feet 6,986.98 square feet (50 %) Maximum height [(Sec 90- 225(4)] 45 feet 21.5 feet Off - street loading [Sec. 90- 511(c) & Sec. 90 -513] None, floor area is less than 5,000 square feet NA Minimum driveway width (Sec. 90 -511) Spaces between 75° and 90 °, 24 feet 24 feet Off- street parking, mini- mum space size (Sec. 90 -511) Minimum size, 9' X 20' Handicapped 12' X 20'plus 5' aisle All spaces meet minimum size requirements Off- street parking, mini- mum number of required spaces (Sec. 90 -512) Offices: 1 per 300 square feet 3,840 square feet = 13 spaces 13 spaces including one handicap space. The first space on each side of the access drive aisle is located 20 feet from the property line, and thereby providing adequate stacking room to avoid conflicts. However, the spaces at the back of the parking lot (western end) have no back - out space to allow adequate maneuvering room. The dumpster area does not provide for this back -out space. 5cr vine Florida LocaI Gnvernnmm. Sint:* 1')$S Staff Report Site Plan Review Applicant: Okeechobee Asphalt & Ready Mix Petition No.: 14- 002 -TRC Regulation Required Provided Landscaping Total Site (Sec. 90 -532) Minimum of one tree and three shrubs per 3,000 square feet of lot area. 13,983 - 3000 = 5 trees and 15 shrubs. The 24 trees and 72 shrubs provided exceed this basic requirement. Parking & Vehicular Use Areas (Sec. 90 -533) 13 spaces @18 sf /required space = 234 sf landscaped area plus 1 tree/ 72 sf of required landscaped area = 4 trees One landscaped island (5' X 15') for each 10 spaces with a maximum of 12 uninterrupted spaces in a row. One island required. Minimum dimension of landscaping is four feet, except adjacent to buildings. Minimum 2' landscaping between vehicular use areas and buildings At least nine trees are placed along the perimeter of the parking lot and total landscap- ing along the exterior of the parking lot far exceeds the requirement. One island is provided, however no tree is shown within this island. All minimum dimensions are met. All minimum dimensions are met. Landscaped Buffers (Sec. 90 -535) 10' on street frontage; 2' along other property lines. Therefore, based on 116 feet of non - driveway frontage along NW 8th Avenue and 100 feet of frontage along NW 9th Street; and 240 feet along the other property lines, there should be about 2,640 sf (2,160 +480) of total landscaping. At 1 tree & 3 shrubs /300 sf of required buffer = 9 trees and 27 shrubs. Trees may be planted in clusters, but shall not exceed 50' on centers abutting the street. Buffers along street frontages and interior property lines meet the required 10 -foot and 2 -foot depths. The combination of about 24 trees, 72 shrubs and 2,800 sf of sod shown on the landscape plan exceed the minimum buffer requirements for this property. However, no shrubs or trees are shown along the north property line. Although there is an alley adjacent to this property line, that does not preclude the need to provide the buffer area trees along this property line. Serving I'l utkfa Local Governments Since tOnS 4 Staff Report Site Plan Review Applicant: Okeechobee Asphalt & Ready Mix Petition No.: 14- 002 -TRC Other Requirements and Considerations Sidewalks: Sec. 78 -36 requires that all developments (except an individual single - family home) on land that adjoins a collector or arterial street or city right -of -way provide sidewalks along each such street or right -of -way. There is an existing sidewalk along 9th Street, but there is no sidewalk along NW 8th Avenue and none is shown as proposed on the site plan. Lighting Plan: A photometric lighting plan will need to be submitted per Sec. 78- 71(A)(5). Dumpster Location: The dumpster location is indicated on the site plan. Assuming this location is acceptable to Waste Management as regards accessibility, because it adjoins the residentially zoned property to the west the dumpster pad should be enclosed by an opaque fence so as to provide a buffer to the adjacent property. Recommendation Based on the foregoing analyses, Staff recommends approval of the site plan with the following stipulations: 1. A maneuvering area is provided to allow back -out room from the two westernmost parking spaces; or, the configuration of the lot is otherwise modified to accommodate safe and convenient interior circulation. 2. A tree is added to the 5' x15' island in the parking lot. 3. Trees are placed, not more than 50 foot on centers, in the required landscaped buffer area along the northern property line. 4. A five -foot wide, 6" thick sidewalk is added along the property's frontage on NW 8th Avenue. 5. The Applicant submits a photometric lighting plan for the parking area, meeting the requirements of Sec. 78- 71(A)(5). 6. Dumpster pad should be enclosed by an opaque fence. Submitted by: Wm. F. Brisson, AICP Planning Consultant June 10, 2014 TRC Hearing date: June 19, 2014 (.1 rich !.oral c rernmr -,xrs Since 198$ 6 Staff Report Applicant: Okeechobee Asphalt & Ready Mix Site Plan Review Petition No.: 14-002-TRC I 1 1 I I arni.„ 11111=1111 4-z FUTURE LAND USE MAP r- 40 9th 46 Subject Property COMPREHENSIVE PLAN LAND USE SINGLE - FAMILY MULTI - FAMILY mg COMMERCIAL INDUSTRIAL PUBLIC FACILITIES . - RESIDENTIAL MIXED USE Serving Florida Local Governments Sime 6 Staff Report Applicant: Okeechobee Asphalt & Ready Mix Site Plan Review Petition No.: 14-002-TRC ZONING MAP 27 40! Subject Property ZONING NB rISII-FiC1.- 1111 . - -7 1.,)V1141.tek.1.:1.ii. . - .• • ,c73.1tV f,..,:rezioostAL r?-.t 1131..0144,3 1,43 -ViC,■,,,,f";.11L - • = • 7.5,1.-1,- MOE Se sing kIJ Local Govern olt,ot,.: Since (Mg 7 Staff Report Site Plan Review Applicant: Okeechobee Asphalt & Ready Mix Petition No.: 14-002-TRC AERIAL PHOTOGRAPH SHOWING EXISTING LAND USES Serving Flotith Local Governments since loss Patty Burnette Fromm Steve Cooper «scnoper@ru > Sent: Wednesday, June 18, 2014 3:34 PM To: bill@larueplanning.com Cc: 'Jinn Nienmchak'; 'Patty Burnette' Subject: Okeechobee Asphalt and Ready Mix Revised Plan Set Attachments: 2013-210 6-18-14.pdf Hello B0� . In preparation for the site plan meeting tomorrow, please see the attached revised plan set. The plans have been revised to inciude a 5' parking space backout area. After corlsu}tlng with Jeff Sabin, Waste Management, the proposed durnpster pad has been revised to accommodate a 4' deep by 6' wide dumpster, which should be adequate for the office use. The proposed dumpster wiI be enclosed. A wood enclosure detail has been added to the pians. Finally, the plan has been revised to include a 5' sidewalk, running along the east perimeter (8th Ave), connecting to the existing sidewalk on our side of 9th Based on my understanding, Mark McCree is adding a tree to the parking island and providing for the requested landscaping along the northern property line. FinaUy, a photometnc plan wUl be provided, as required. 1 will bring some reduced copies of this ptan set to hand out to the TRC tomorrow. Thank you very much for your timely comments and excellent help with this project. He look forward 10 construction in the near future. Stephen Cooper, P.E. Rudd Jones, RE. and Associates, P.A. 7450 South Federal Highway Port St. Lucie, Fl. 34052 Phone: 772-336-2933 Fax: 772-336-2940 From: Mark Baldwin Sent: Wednesday, June 18, 2014 3:18 PM To: 'Steve Subject: 2013-210 6-18-14.pdf 1 Site and Construction Plans For NEW OFFICE BUILDING OKEECHOBEE ASPHALT AND READY MIX The City of Okeechobee, Florida PENSACOLA TALLAHASSEE JACKSONVILLE GAINESVILLE • • PALATKA SAFETY HARBOR ORLANDO TAMPA • OKEECHOBEE • • FT. MYERS Project Location VERO BEACH FT. PIERCE • PORT ST. LUCIE STUART • JUPITER • WEST PALM BEACH MIAMI LOCATION MAP Rudd Jones, P.E. & Associates, P.A. Consulting Engineers 7448 South Federal Highway - Port St. Lucie FI 34952, Phone: (772) 336 -2933 309 N. E. 6th. Avenue - Okeechobee - ^ ^ FI 34972, Phone: (863) 467 -0076 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00008303 PROJECT LOCATION VICINITY MAP N.T.S. THESE PLANS HAVE BEEN YREVARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (DATED 2010) AND DESIGN STANDARDS BOOKLET (DATED JANUARY, 2010) APPLICABLE DESIGN STANDARDS MODIFICATIONS : 1 -1 -2010 FOR DESIGN STANDARDS MODIFICATIONS CLICK ON 'DESIGN STANDARDS' AT THE FOLLOWING WEB SITE. htt p:/www.dot.state.fLus/rddesign/ MAINTENANCE OF TRAFFIC PER FDOT INDEX 603 & 613. ALL ELEVATIONS HEREIN REFERENCE N.A.V.D., 1988 DATUM INDEX OF SHEETS SHEET No. SHEET TITLE /DESCRIPTION 1 Cover Sheet 2 Site Plan 3 Paving, Grading and Drainage Plan 4 Paving, Grading and Drainage Details NO.) DATE 1 BY REVISIONS Project No. 2013 -210 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1- 800 - 432 -4770 IT'S THE LAW, DJVS 1IUE STATE ONE CALL OF FLORIDA, INC. Project No. 2013 -210 1 6-17 -14 MOB 0E070E0 PER CRY OF OKEECHOBEE COMMENTS NO.) DATE 1 BY REVISIONS Project No. 2013 -210 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1- 800 - 432 -4770 IT'S THE LAW, DJVS 1IUE STATE ONE CALL OF FLORIDA, INC. Project No. 2013 -210 O O of 6, /35' II F EXIST. SEWER LATERAL APPROX. LOCATION PROPOSED 2" POTABLE WATER SERVICE BY OUP 'I 41 0, ';1 r al c ao PROPOSED CONTOUR TYPICAL CONNECT WALK MATCH 0 GRADE 0 '1 LOT 10 NOO'09'01 -W 140.00'(P)(C) 33? 81 11 5' DUMPSTER AREA CONCRETT E • :CONCRETE FOR• VEHICULAR RACK OUT 02.99' TIP 6" SOLO 01111 TE (TYPICAL) PROPOSED PAVEMENT PROPOSED 2" POLY POTABLE WATER SERVICE TO BLDG. 20' OVERHANG 18.5' 18' 16.5 2 24" SOLID MIITE STOP BAR 1 1 PROPOSED CONTOUR (TYPICAL 2 STORY OFFICE BUILDING 3840 SF FINISHED FLOOR EL. 31.5 HANDICAP SIGN LOTS 11&12 BLOCK 41 30.321 ACRES SOO'09-01-E 140•001P)(C) CQNS3.'o" 'THICK '5'- 290E CONCRETE WALK' 25' 2 NW 8th AVENUE t- ----- 9Ys /11 e5 �.; r}S I 11� —fig I 2 NO DATE BY REVISIONS SWLE TOP /RANK ASPHALT TO7 /3611/ z NW ':PP St SITE LOCATION MAP SITE DATA PROJECT NAME: OWNER /DEVELOPER: OKEECHOBEE ASPHALT AND READY MIX OFFICE ADDITION OKEECHOBEE ASPHALT AND READY MIX 503 NW 9TH STREET OKEECHOBEE, FL 34972 (883) 783 -7373 OFFICE (863) 763 -7379 FAX ENGINEER: RUDD JONES. P.E. 8 ASSOCIATES P.A. 7450 SOUTH FEDERAL HIGHWAY PORT ST. LUCIE, FL 34952 (772) 336 - 2933 SURVEYOR: GEOMATIC SERVICES INC. 1934 TICKER CT. FT PIERCE, EL, 772 - 419 -8383 PROJECT LOCATION: NE CORNER 3T11 AVE. AND 9TH ST. VACANT - SETBACKS: /,A. NEW OFFICE - OKEECHOBEE ASPHALT AND READY MIX City of Okeechobee, Florida REQUIRED PROVIDED FRONT: 20' FRONT: 78.99 (NW 9TH ST) FRONT SIDE: 15' FRONT SIDE: 15 (75% FRONT SETBACK) SIDE'. 8' SIDE: 20' (ABUTTING RESIDENTIAL) REAR: 20' REAR: 36' INCLUDES 102 ALLEY WIDTH PARCEL ID' 3- 15 -37 -35 -0010- 00410 -3110 ZONING: COMMERCIAL PROFESSIONAL OFFICE FUTURE LAND USE: COMMERCIAL PARKING REQUIREMENTS: City Requirement 1 Space per 300 SF (3840 SF) = 13 Parking Provided 13 TRAFFIC STATEMENT THE PROPOSE 3,440 SF (GROSS) OFFICE SERVES AS THE LOCAL CORPORATE HEAD QUARTERS. BASED ON THE INSTITUTE OF TRANSPORTATION PUBLICATION "TRIP GENERATION - 6TH EDITION" THE USE FALL UNDER CODE 714 THE FOLLOWING ANTICIPATED TRAFFIC GENERATION IS ANTICIPATED' ADT = 3.84 (7.72) = 30 TRIPS 15 IN 15 OUT _ PM = PEAK HOURS = 3.84 (1.39) = 6 TRIPS 3 IN 3 OUT AM = PEAK HOURS = 3.84 (1.47) = 6 TRIPS 3 IN 3 OUT DRAINAGE STATEMENT THE PROPOSED SURFACE WATER MANAGEMENT SYSTEM WILL CONSIST OF SITE GRADING WHICH DIRECTS STORMWATER RUNOFF TO A PROPOSED DRY DETENTION STORMWATER TREATMENT AREA. A CONTROL STRUCTURE WILL BE INCORPORATED TO PROVIDE THE REQUIRED WATER QUALITY TREATMENT AND WATER QUANTITY ATTENUATION. THE PROJECT QUALIFIES FOR A FDEP GENERAL PERMIT (10/2). PROPER NOTICE WILL BE GIVEN TO THE FDEP PRIOR TO THE START OF CONSTRUCTION OF THE FACILITIES. WATER/SEWER STATEMENT THE PROPOSED PROJECT WILL CONNECT TO THE ADJACENT EXISTING WATER AND SEWER MAINS OWNED AND OPERATED BY OKEECHOBEE UTILITY AUTHORITY (DUA). AREA CALCS SQUARE FEET xRES s. of soE CONCRETE WALKS T1S.St 2.4. CONGETE CURE 155.02 1.2516 PROPOSE0 BLDG 6.17.14 M06 REVISED PER CITY 07 OKEECHOBEE SP COMMENTS NO DATE BY REVISIONS SWLE TOP /RANK ASPHALT TO7 /3611/ z NW ':PP St SITE LOCATION MAP SITE DATA PROJECT NAME: OWNER /DEVELOPER: OKEECHOBEE ASPHALT AND READY MIX OFFICE ADDITION OKEECHOBEE ASPHALT AND READY MIX 503 NW 9TH STREET OKEECHOBEE, FL 34972 (883) 783 -7373 OFFICE (863) 763 -7379 FAX ENGINEER: RUDD JONES. P.E. 8 ASSOCIATES P.A. 7450 SOUTH FEDERAL HIGHWAY PORT ST. LUCIE, FL 34952 (772) 336 - 2933 SURVEYOR: GEOMATIC SERVICES INC. 1934 TICKER CT. FT PIERCE, EL, 772 - 419 -8383 PROJECT LOCATION: NE CORNER 3T11 AVE. AND 9TH ST. VACANT - SETBACKS: /,A. NEW OFFICE - OKEECHOBEE ASPHALT AND READY MIX City of Okeechobee, Florida REQUIRED PROVIDED FRONT: 20' FRONT: 78.99 (NW 9TH ST) FRONT SIDE: 15' FRONT SIDE: 15 (75% FRONT SETBACK) SIDE'. 8' SIDE: 20' (ABUTTING RESIDENTIAL) REAR: 20' REAR: 36' INCLUDES 102 ALLEY WIDTH PARCEL ID' 3- 15 -37 -35 -0010- 00410 -3110 ZONING: COMMERCIAL PROFESSIONAL OFFICE FUTURE LAND USE: COMMERCIAL PARKING REQUIREMENTS: City Requirement 1 Space per 300 SF (3840 SF) = 13 Parking Provided 13 TRAFFIC STATEMENT THE PROPOSE 3,440 SF (GROSS) OFFICE SERVES AS THE LOCAL CORPORATE HEAD QUARTERS. BASED ON THE INSTITUTE OF TRANSPORTATION PUBLICATION "TRIP GENERATION - 6TH EDITION" THE USE FALL UNDER CODE 714 THE FOLLOWING ANTICIPATED TRAFFIC GENERATION IS ANTICIPATED' ADT = 3.84 (7.72) = 30 TRIPS 15 IN 15 OUT _ PM = PEAK HOURS = 3.84 (1.39) = 6 TRIPS 3 IN 3 OUT AM = PEAK HOURS = 3.84 (1.47) = 6 TRIPS 3 IN 3 OUT DRAINAGE STATEMENT THE PROPOSED SURFACE WATER MANAGEMENT SYSTEM WILL CONSIST OF SITE GRADING WHICH DIRECTS STORMWATER RUNOFF TO A PROPOSED DRY DETENTION STORMWATER TREATMENT AREA. A CONTROL STRUCTURE WILL BE INCORPORATED TO PROVIDE THE REQUIRED WATER QUALITY TREATMENT AND WATER QUANTITY ATTENUATION. THE PROJECT QUALIFIES FOR A FDEP GENERAL PERMIT (10/2). PROPER NOTICE WILL BE GIVEN TO THE FDEP PRIOR TO THE START OF CONSTRUCTION OF THE FACILITIES. WATER/SEWER STATEMENT THE PROPOSED PROJECT WILL CONNECT TO THE ADJACENT EXISTING WATER AND SEWER MAINS OWNED AND OPERATED BY OKEECHOBEE UTILITY AUTHORITY (DUA). AREA CALCS FOR T. E SPECIFIC PURR. D OLI T FO PR PARED. REAM O. PAPROPE ELIANCE ON 7.113 NRITTEN PLITHORIZAT D OPTION DV L107 !ONES PE, SHALL BE WITHOUT LIABIUTT TO RUDD JONES A33OCIATES. P., CONSULTING ENGIN 3 Aik Rudd Jones, P.E. & Associates, P.A. ._: Consulting Engineers 7450 South Federal Hwy, Port St. Lucie. Fl 34952. Pnone: (772) 336.2933 209 North 4th Street, Palatka. 7132177, Phone: (386) 385 -3610 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00008303 I� uE 2120011042 ARO 92104. o Rs zromErg 1'Eµ 00921, 41902 nc09 ml( 00.21 CAN GATE: MARCH 2014 DRAWN BY MDB DESIGNED BY ac CHECKED BY SC CADD FILE SITE PLAN SCALE VERIFICATION o SOLID BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING, ADJUST ALL SCALED DIMENSIONS ACCORDINGLY HORZ. SCALE: 1"= 10' VERT. SCALE PROJECT No. 2013 -210 SHEET 2 OF 4 SQUARE FEET xRES s. of soE CONCRETE WALKS T1S.St 2.4. CONGETE CURE 155.02 1.2516 PROPOSE0 BLDG 1,920.00 13.71.11 TOTAL R1PERVIOUS csas.P.S 0.161 4R.R1S PERVIOUS 7,01102 0.161 TOTAL SITE AREA 14,000.00 0.321 100.00% FOR T. E SPECIFIC PURR. D OLI T FO PR PARED. REAM O. PAPROPE ELIANCE ON 7.113 NRITTEN PLITHORIZAT D OPTION DV L107 !ONES PE, SHALL BE WITHOUT LIABIUTT TO RUDD JONES A33OCIATES. P., CONSULTING ENGIN 3 Aik Rudd Jones, P.E. & Associates, P.A. ._: Consulting Engineers 7450 South Federal Hwy, Port St. Lucie. Fl 34952. Pnone: (772) 336.2933 209 North 4th Street, Palatka. 7132177, Phone: (386) 385 -3610 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00008303 I� uE 2120011042 ARO 92104. o Rs zromErg 1'Eµ 00921, 41902 nc09 ml( 00.21 CAN GATE: MARCH 2014 DRAWN BY MDB DESIGNED BY ac CHECKED BY SC CADD FILE SITE PLAN SCALE VERIFICATION o SOLID BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING, ADJUST ALL SCALED DIMENSIONS ACCORDINGLY HORZ. SCALE: 1"= 10' VERT. SCALE PROJECT No. 2013 -210 SHEET 2 OF 4 2 of 0 O L. y, Lit P J. 'I 1 ]- 1 AI I :1 --M CONTRACTOR TO POT HOLE AND I VERIFY EXIST. SEWER SERVICE LOCATION/ INVERT PRIOR TO \ THE START OF CONSTRUCTION a$ CONS? 'TYPE x F CURB n / I EXIST. SEWER LATERAL APPROX. LOCATION PROPOSED 2" RPZ BACKFLOW PREVENTOR h METER PER OUA SPECIFICATIONS PROPOSED 2" POTABLE WATER SERVICE BY OUA1 INSTALL SILT FENCE FOR PERIMETER EROSION CONTROL DURING CONSTRUCTION 50 -1 CONST. TYPE C INLET GRATE EL. 29.00 N INV. 26.00 LOT 10 12' W000 ENCLOSURE SEE DETAIL SHEET 4 50 -2 CONST. TYPE E INLET GRATE EL 28.50 S INV. 25.00 N00 09.01 •W 140.00•(P)(C) PROPOSED CONTOUR 1 TYPICAL 6" SOLID WHITE (TYPICAL) PROPOSED PAVEMENT CONNECT TO EXIST. SEWER LATERAL w/]] LF 6" PVC 0 1.505- C.O. INV. 27.5 2 STORY OFFICE BUILDING 3840 SF FINISHED FLOOR EL. 31.5 (9 P1 1 (3)(d)A3lly 30M ,0 PROPOSED 2" POLY POTABLE WATER SERVICE TO BLDC.� SETTER C.O. SEE ARCH. PLANS FOR CONSTRUCTION INV. 28.5 z T,1 REGRADE SWILLS AND 500 1 " TO DRAW AS SHOWN PROPOSED CONTOUR TYPICAL INSTALL SILT FENCE FOR PERIMETER EROSION CONTROL DURING CONSTRUCTION CONNECT TO EXIST. _ WALK MATCH GRADE /35' , i35 CONST. TYPE F CURB soo•os'orE... 140.O0(P)(C) . . CON$7 67 THICK '∎5'-.WIDE CONCRETE 4 (LK DETECTABLE WARNING PER FOOT INDEX 304 PG 5 -7 CONST. 12" CONC. HEADER CURB INSTALL SILT FENCE FOR PERIMETER EROSION CONTROL DURING CONSTRUCTION 20 00 0 0 50 -3 CONST. MODIFIED TYPE C INLET CONTROL STRUCTURE TOP EL. 29.70 w/PRECAST 3" BLEEDER 0863/268 WAY NE INV. 29.00 DETECTABLE WARNING PER FDOT INDEX 304 PG 6 -7 CONST. 12" CONC. HEADER CURB 11 EXIST. CATCH BASIN TOP EL 29.17 (NE COR.) N. INV.EL27.42 E. INV.EL.27.42 W. INV.EL27.42 + z' II ro a II `\\\IW c4. bFl ai / I 1 "•I yr" TOP /BANK "a, / REGRADE 5WALE AND 50D TO DRAIN AS SHOWN SAWCUT ASS MATCH NW 8th AVENUE EXIST. PAVEMENT T0.1/BANK -�� S'WALE RFCHT AS °HALT CONST. 28 LF OF 15' ADS HT O 1.919 ) SD -5 TOP /DANK CON57. TYPE C INLET GRATE EL 28.00 5W INV. 25.50 REGRADE 5WALE AND SOD TO DRAIN AS S140744 TOP /BANK 34 32 30 MATEN EN ,6 28 EL a 26 34 32 30 28 26 34 32 30 A. # fl 3044 28 26 11.5' SOO 2' 4' 4.5' SECTION AA SECTION B8 25' S00 6/0 2].52 • \ 18" CUP 34 32 30 28 26 EL al L Rn SECTION CC 22.5' SOD EL 3000 DIRPOE EL 30.00 4.69' 6.81' 2' 6.01 2' EL 31.50 EL 3 EL 3000 ) 5' SIDEWALK ,,EDP EL 50 SECTION 00 34 32 30 28 26 34 02 30 28 26 34 32 30 MISTING EAA6E EL 8055 EL 36.66 28 26 18TH 563' DETECTABLE ,WARNING SURFACE PER DOT 304 CONCRETE STOP 12' TYPICAL HANDICAP PARKING SPACE SwF STuE „Ores HANDICAP MARKING DETAIL 1 TOP PORTON OF MT 25 25 MEXCROUND AM MITE REFLECTRE STABOL AND 9 �YnIFTtECENO D BORDER BLACK OPAQUE 3. ONE PAN.EEL 01 468E FABRICATED F SPACE FTT.25 IS FOR WED EVEN,SP ACED STAPES FTP 25 FTP 26 6-10-14 MOB REVISED PER CITY OF 040608OBEE SP COMMENTS NO DATE BY REVISIONS NEW OFFICE - OKEECHOBEE ASPHALT AND READY MIX City of Okeechobee, Florida Abk Rudd Jones, P.E. & Associates, P.A. Consulting Engineers 7450 South Federal Hwy, Port SL Lucie, F134952, PPonW (772) 336 -2933 209 North 4th Street, Palatka. Fl 32177. Phone: (386) 385.3610 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00008303 ,tlA TO TIC ) ALL ELEVATORS MO 111 PA,6N z) AN 4,30XMA,E CONVERSION FROM G6 (3.150,15 DATE: MARCH 2014 DRAWN BY MDB DESIGNED BY sc CHECKED BY sc CADD FILE: PAVING GRADING AND DRAINAGE PLAN PLAN SCALE VERIFICATION 0 -1 SOLID BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING. ADJUST ALL SCALED DIMENSIONS ACCORDINGLY HORZ. SCALE 1"= 10' VERT. SCALE: PROJECT No.: 2013 -210 SHEET 3 OF 4 "B"....., "_J� G.E.�29.10 roc .y rveAC egaX 1P%nu OMEN GRADE TECHNICAL SPECIFICATIONS EROSION AND SEDIMENTATION CONTROL NOTES 1. Clearing and Grubbing. Clearing and grubbing shell be performed within the limila of the project work in Construction activikes can result in Me genera tion ^+ significant amounts of.11olanls which may accordance with Section 110, Florida Department at Tra^sparlatbn(FOOT) Specifications. his Item shall reach surface or d waters. Ore of the prime but tarot limited la, the complete removal and legal McPOSalef all trees, brush. a.mpe. roots, grass, W erosion. Excessive quantities of primary ryeachwats bodies of walersissetlime ben a I sndumenl whim reecn water bodies of 6.otlplerns have been include, and other undesirable material to a depth 0118 inches below natural ground or Proposnd shown TO adversely enact their plrysical, biological and chemical properties. Transported finishetlrgrade, whichever is luwer. The areas to be cleared generally consist of all rigM1taal way. tlreinage antl aril can Obstruct stream channels. reduce hydraulic capacity of water bodies oltloodplains. utility easements and the lots. Care shell be taken to insure Net no preserve areas or wetland areas are reduce design capacity of culverts and Other works end eliminate benthic invertebrates and fish areas impacted byeclearingrd0perge�nerccortlancne roam the clearing operation. all adjacent wetland end preserve anh npamnangsubs4a tee by siltetion .cExsslve suspended aetlimenta reduce light penetration City of Okeechobee reGU.emenb a byes Off.. mar ee a All each immediately an Cityo tOeecobee eouireme.a asleep be approved protected by erosnolallationaftemporaryat dancewth Nerep remenlsdCryoOkaecMbee Father MINIMUMSTANDARDSrmerypotl L control shat be accomplished byeeding antl mulching all disturbed areas as soon as they are al final riper the specficationsl Band mucking Section 3 below I Sediment bean antl traps permeter dikes sedimenlbarrera antl other measures intend. to trap sediment shall be constructed as a first step in any Bnd-fistiMutig activity antl she ho ma. All matenemelba removed from the site and shell be disposed of in accortlence with all local, slate and federal unctions beforeunaepeand d 'sterbancelekespeee. requtrementa. Materiel may be burned, upon Contractor rxeiving all necessary burn porn.. Any unburned tl Lim shall be dispoaetl of as specified above. 2. All sediment control measures are to be adjusted to meet field conditions at the time Of construction antlhoconstructed prior to ama.mlrg or disturbance of existing surface matemt 2. Earthwork and Grading: All earthwork and 9ratling shell beffyerbrmed as required to achieve the final grades, an balance of site. Perimeter sediment barriers shall be contract W prevent sediment or trash typical sections and elevab shown On the plans. In all er respects, materials and conslruc40n methods from towing Or Boating On to adjacent Properties. for earthwork, embankment, excavation antl grading shalll conform W the requirements of FOOT Specifications. Section 120. Any plastic or otherwise undesirable material within 36 Inches of finished road grade shall be 3. Permanent or temporary sail ....on shall be applied to denuded areas within seven days removed and replaced with suitable material. after final is reached on any Denson of the site. Temporary soil stabilization shall be applied en days Wtle nudetl areasthat may not be at final grade but will remain undisturbed for 3. On-site Paving lmorovements: All areas propos. for paving shall be constructed in accordance with the design longer than 30 days. Permanent stabi.atan shall be applied to areas that are to be left grades and typical sections shown on the drawings, and in con..0e W the requirements of the City of undisturbed for more than one year. Okeechobee. ring construction of theprojec4 soil stockpiles shall be stabilised or protected with and A. Asphalt: Prime Coat and tack coat for base course and betweenins of asphalt shall conform 14 g measures. The app" responsible nor the temporary protection atl from ragmremen na 300.itMOUgh 300 iof the FOOT Specifications. Doha applied at not all stockpiles "" riot transported vofsectio Prime coat shall r atlo site as so intentionally of 0.28 gallons per square yard antl lack coat. a rate of 0.10 gallons per square yard, unless otherwise the project tlenutletl areas not approvetl by Iris Eno near. A nt b bl' hetl n Otherwme 5. AsPhaHSUrtacelmum MarvM1lal Ste Type 1.,0001ba Section asMeg a99re8aW sae of 112-inch 314-inch permanently that. tithe opinion vegetation not be considered established to nnd maximum FOOT anal have amm ry Thal-112-inch roving anal be placed mtwo mmm�arpagn, name Review... is uniform, mature enough dwin cover is er. Contractor atoll not um: espnMt without wrinen pemsiesian of Owner mod Engineer lifts'wiMthe second lift to be applied after completion of home constructor, or a single 1-1, lift as directed by Engirre 6. Stebrlbalbn measures shell be applied to eart.n structures such as dams, dikes and after B. Base'. Limerock base ...shall. compacted to W. or maximum density Per AASHTO T -180. All diversions immndialey all installation. rock shall meet Ux! minimum re0uiremants or FOOT Section 911. As an alternate, cemented coquina rein to FOOT Section 915 may and shall be subject W the compaction specifications Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than detailed above. or equal W three acres shall be controlled by a sediment basin. The sediment basin shallbe o designed and construe. to accommodate the anticipated sediment loading from the C. SaS9rade Sub -grade shall be compacted b 985: of maximum density per AASHTO T -100, and stabilized W anti- disturling activity. The outran device or system design shall lake into account the total minimum FBV LBR40. Sub-grade shell be thoroughly rolled with a pneumatic tired roller prior to scheduling drainage area flowing through lnedisWnb. area to be served by the basin. any sub -Breda inspection. 8. After any significant rainfall, sediment control structures will be inspect. for integrity. Any O. Ty., curb. Sh ed per the typical section by extrutlmg machine es shown on the plans, dameoetl tlevices shall be corrected immediately. Minimum concrete compresave strength shell be 3,000osi after 28 days. Sub-grade shall be moisten. at the time concrete is placnd to insure a uniformly damp surface. Ready-mix concrete shall have a slump of between2 9. Concentrated runoff shall not Row down cal or fill slopes unless contained wtthln an adequate ltd 4lnch.. N. water shall be added to increase workability. Test cylinders shallbe made for the strength temporary or permanent channel, flume or slope drain structure. testing of each batch of concrete or at (east 7 an. 28 day testing 70. Whenever water seeps from a slope face, adequate drainage or other protection shall be E. Sad: Indicated on plena. Sod shall ho placed in conformance to FOOT Section 570, 575 and 901. provided. E Seed ,lizFertilize and Mulch: Completions eaccepanceb Engineer of lobe raging. shall be a.. and 11. Sediment will be prevented from entering any storm drain system, ditch or channel. All storm d, fertilizer and mulch upon camvle4anand acceptance by Engineer olfinal8redin8, seed, fer4lizer end ewer lnlela that are made operable du ring construction shall be protected ...sediment-laden mulch shell be In conformance to FOOT Sections 570. 575 and 981. The Contractor is responsible for water cannot enter the conveyance system with. first being filtered or otherwise treated to establishing a stand of grass sufficient W prevent erosion and to allow removal of the temporary sift fences. remove sediment. G. Testing'. The Contractor shall secure the urvicee of an approved independent testing laboratory to conduct re Besedi sediment. or newt' constructed atormwaler conveyance channels are made ell required Waling on sutrgratle, base, 'Is and concrete. Locationsforlealing shall tea as requiretl by operational, adequate outlet protection and any required temporary.. Permanent channel lining Engineer of Record and City of Okeechobee. p compliance with spelcicicatronaoisall at his own expense .repair pall be installed In both the conveyance channel antl receiving channel. the deficiencies and retest Ne work unW com f tlemonalraWd. 13crohen work Ina live watercourse Is perform., precautions shall Ise taken to minimise n nntrol: The installation of Traflc Conts shathe requirements of the ment.controlsediment transport an are.g2% RC Cnd Ne Clly of Okeechoee. eWr the cona/2 was antl cofferdams.E en fill may be used for these structures if armored by causeways Earthen L Sidewalk: Sidewalks shall be constructed in the locations and W The gratles shown on Me drawings and details. Concrete shell be minimum of 2,500 psi and 6" subgrade compacted to 95°• of maximum density per ^uneretlr eCOVermaterrela. AASHTO T- 180. All construction shall be in accordance b FOOT Section 522. 14. When a live watercourse must be cross. by construction vehicles, a temporary stream rossing consWCted of nonerodlble material shall be provided. W: All labor, materials and construction methOtls shallbe in conformance t0 the minimum engineering and cu construction standards of the City of Okeechobee and FOOT Specific... Tre.Cnexcavation 15. The hod and banks of a watercourse shall be stabilized immediately after work in the and backlilin pacificabona, Section 125 The watercourse is completed. gpperat'g the shall the plete0. Contractor Mall provitletheneceevary back-fill compaction testing required Wtlemarulrate complianca with this section. The pipe trench shall be dry when pipe is laid andthe pipe shallbe bedded per the... antl per B. PenodW inep.bon antl maintenance Mall sediment con.) structures must be provid.to FOOT Specifications_ ensure intended purpose is accomplished. The Ott.10 eF, owner ao.or contractor a non be continually responsible Wr all sediment leaving the property. Sediment control measures shall be he C0ntraelor shall comply with Chapter SO- 98,Laws of Florida, which requires the Contractor performing In wlorking condition at the and of each working day. trench excavations over five feet in depth campy.. all applicable trench safety.... and shoring regmremenb as sat forth in the Occupational Safety aria Health Administrations (OSHA) excavation arse safety 17. Underground witty line shall be installed In accordance with the following aGndartls in statards, 29 C.F.R. 19936.650, Subpart P and incorporated as the State of Florida sta.ancl, to as revised ardor addition to other applicable criteria'. updated. The cost of compliance wtththis requirement shall ho included as a separate line item on me A. No more than 50D linear feet of trench may be opened at one Urn . Contractors bid. Otherwise, Contractor certifies that the cost of compliance is Included to the unit cost of all B. Exxcava d matteedaalls^ell be placed on a be flnered of paeches. through an approved setlimen[ uphill side items of work to which Nis requirement mph.. E g operations shall d manuM1iunen trapping device. or both, and discharged in a manner Net dos not adversely affect 0owrng shall be Advanced Drainage System, viand shall e• installed ems or oN- site property. recomme.aMons. pipe pints snail be wrapped...ter...per demrl shown on plans. sDe Resta...ion shall be accomplished in accordance wit Ness regulations. 8. Gin.. Pre-cast catch basins shall meg.. requirements of TM Sp... TSoecrficahons 10. Where construction vehicle access routes ontersecreaved pub provisions be Section ass Concrete. catch basins Snel-.am strength Ofa OOOpa at 28 aya made to minimize the transport of sediment by tracking onto the paved surface, where sediment is Nan ports don. P H N gutters. the road roads II be clean. _ adjacent my pipet towvwn Coolest Mtnv swooping o [ end 1 day. Bed' removed from the a -got individual 9 e. iN shall be to SO percent of maximum ermne Y PASHTO T.99. only an s.ime t- transported W oM melon shallapply Street washing Its bdvlsdn 9 tld' 4D h g activities. le erosion Old t l __ry. u I 4 en the softer within 30 an CSI g tled p of the Reviewer. Disturbed soil are. bog from the disposition of temporary all be permanently manslabilized to prevent further erosion and sedimentation. 20. Properties and wale wa adownstream from construction site shall be pipe ad from sediment tlispoailion and erasion. 2, PM1aaed pr ° +eeW aH.altlb pleare din`. ;alto Wnwith egna4a.ti.n.feaahphaae. 22. Erosan control design andcinsWction shall follow the requirements to Index Noe. 101,102 and 103 of FOOT Roadway end Traffic Design Standards. 23. The Reviewer may approve modifications Or after plans W these emalon conVOl criteria due to sue specific conditions. 24. All erosion and sedimentation control required above shall be included in contractor's base (FABRIC FENCE) _ -- - SILT - BARRIER • • • 1 SPMIIC • 6• d i Ir ArP _ JI i -i -� _ Ilr � 3N OM PRE -CAS BLEEDER ORIFICE INV. E.28.0 LISTING GRADE C A• y° 11.5 ° 111E1 � SODDED SLOPE 1 / III r __ n A -. _ _ °' �„ !�'+M ©gratle ��e�4� •���♦ LMLNOAVG EAL' b C III -1 Ili - III - C TOE a SLOPE , _ II II 11,5 " I . VARIES ��lee e� ���Ik �rT•[1 .,.�, .,^�� _ 8 ;:y'I"d �,))♦ OIIADAIHIV ry,Ar NOTa REWIRED) ) �_J6 -_� r 2•� GROUND SFLj1(y4 �- TMCK N/ B• % B• WW.Y. FABRIC FENCE SILT- BARRIER ANCHOR BALES Nnl TWO ((2 l 2•x STALE Tf�WGH EACH BALE ��_w ^. - , GPA1E �w2S 40 Pt N4 NEW '•B "-..- BACKFILLING REQUIREMENTS It ES MILS A 1. M CERTAIN SOIL CONDITIONS A Fd11OATON MAY H 1 ' GROUND EL -20.50 REOUIPED, NO/1V �4 ��'' • f - '( - • - n f - (\ / \\ BALED HAY SILT BARRIER PERIMETER EROSION AND SEDIMENT CON TROT• 2 BEDDING IS REQUIRED PRIMARILY 10 BRING THE THENgI BOTCM UP TO GRAOF BEDDNG MATERIALS SHALL PROVIDE A gNFOW ANSI ADEWATE LONGITUDNAL SUPPORT UNDER THE PE THE SPR.L NG OF ThE PIPE. SHALL E HAND PLACED TO sPRNUTM a THE MATERIAL SHALL BE coNwuDATEO UNDER EPP AND NANO AMPED OPRO...EQUAR SIDE SUPPORT.E 2 28,0 +� I 12•MN. 210 1• (HICK Nw 8•%6 W. .M. STRUCTURE DETAIL 6* SUMP - -�- I. CONTRACTOR IS REQUIRED 70 PREVENT ANT SEDOSENT TRANSPORT FRO“ ME REMAIN in PLACE unnL UPLAND NcETAnox rs ESTABLISHED ON+NFA .ST ANT ACCUMULATED SILT. BARRIER. CONTRACTOR luau COLLECT ono DISPOSE O SILT FENCE DETAIL 4 L BMACL� MATERIAL SHALL BE HAND PLATO TO Eto• A. AeovET OF PIPE. m L MALL BE A BACKFGLL SMALL BE COMPACTED TO DO% OF MAX DENSITY CR. R T-99, EXI 0 ONT JO' BELOW PROPOSED A; GRAOF EWSTO GRADE THE MOW 3G• OF BACWILL 511ALL BE COMPACTED 1098% OF MAX. DENSITY AS PER AASHTO T -LBO 0 DENSITY TEST SHALL BE PRORMED AT AREAS DETERMINED BY TIE TTUTIES ENONEER OR PERMIT AGENCY HAVING JURISDICTS. AT THE CONTRACTORS EXPENSE. I • -_ SUMP 15• ADS I.E.�26.0 5. OM PRE -UST CONTROL BLEEDER ORIFICE INV. ELw26O TYPE "C" INLET FOOT W /6615 GRATE •- SC•E: N.T.5. FI ANMtN TRENCH WD1H FIN SHED M2 xPPE OFPTNa B• STEEL BOLLARD FILLED WITH CONCRETE / < s. �.. NsErzE A W w PLACE ALA) COMPACT PEA S^EC1F1UnON �I W $g � •I VI rry •" 8•v 8• P.1. P05iS B' -o• LONG �� 2•%4,". P.T. 2 x 4• P NNIERS 2 "X X" PT 1•x1• P.T. SLITS r EXIST. ASPIC 1/ -'_' .... �•t"- R� 0' %l' DUMPSTER PPE 0.D. 21 N. MAX. MD1H 3 S R5!p / • j i u CCC777 IIIIII _ _ � 111111 iiiiiIi_ \' 11.1111 - a Wes JJJ\ RIPE 0.0. PLACED LOWER QUADRANT 70 BE SELECT MA .APED TO RECEIVE PIPE BELL AND BARREL 1 THE CONTRACTOR SHALL COMPLY MTH REQUNENEWS OF THE FLORIDA TRENCH SAFETY ACT. 2. INITIAL BACK. SHALL BE HAND PLACED TO 12" MOW THE PIPE. BAIXnLL SHALL BE MECHANICALLY TAMPED BY MMINIMUM TO OF ,IM% OF M. DENSITY AS DE1.141.O TV KTHEK1 T -99. TYPICAL TRENCH DFTAII �- _ R - CONC. DANK GPS, • 12• DEEP COMPACTED GRAVEL RLL - -'� " - -- Cr x PT. POSTS 'MOOR N/X -BRACE (M. BOIX ROES) / �) \ OPP.. OREWN EQUALMIHOR DRN1pFM''L CM8 EQUAL IoW -QUIT TEE / n ��% i 187 V'. ....., EO SLmMOE `,;.".v5 C, ��j.I ✓ s� ' �'`�•' / 6•x 8. 12x6 W.W.F. • `e u" �� 12' a 6' % 6• THICK CONCRETE P. FOR DUMPSTER SECTIONAL ELEVATION \LT HINGE 6 /2•SRMP, 3G DOOR e�� �•. �oOIL AlE S M CONCRETE/ FOR GTE STOPS PLAN •M. NOTE: DUMPSTER SIZE 4' %6• SLAB W/ ENCLOSURE DETAIL WOODFENCE N.T.S. 1/2' SPACING FOR SLATS 8 STEEL H BOUARD FILLET WITH CONCRETE CONCRETE N.TS TYPICAL TRENCH DETAILS . 1•x 4• P.T. 2•x 4• P.T. Su - Novo _ %-I-/ ft, ft • CONCRETE S. \ � / I,',V S.,/ WS, > a' •, � 6• CONCRETE REINFORCED /i EDGE OF PAVEMENT 21 MIME STOP BAR -�j� EDIT OF PAVEMENT zd• • zd• (TS.) E1, k ® �J lAVAV 2 FENCE DETAIL min 6' MN NT.5 BOLLARD DETAIL l1 6' MN 12 MA% Tolls 2 M A DUMPSTER - _ STOP SIGN LOCATION DETAIL SCALE N.T.S. SE 511N5 PAVEMENT ^ 4 -DE 000°1"'CR ED (n1O VARIES PER PLAN bid to construct the project, and shall Include maintenance as long as contractor controls job site. MINIMUM CONSTRUCT /ON CHECKPOINTS 2 MILLING CENTERED ON mNT (772) 3366-- 2953RFOR AEPROGRESS ENSPECrOON 4 MINIMUCM OF 24 HOURS PRIOR TO THE FOLLOWN5 CONSTRUCEION MILESTONES: I1-.-- J. BACKFILLING OF ALL DRAINAGE CONDUITS. 4. UPON COMPLETION OF BACKflLL AND COMPACTION OF PIPE TRENCH AND STRUCTURES, 5. UPON COMPLETION OF THE SUBGRADE 6. UPON DELIVERY OF. AND PRIOR rot THE PLACEMENT OF INC BASE COURSE. 7. UPON COMPLETION OF THE BASE COURSE. AND PRIOR f0 THE APPLICATION OF THE PRIME COAT. B. PRIOR TO, AND UPON COMPLETION 0F, INC APPLIC4EION 5 RESURFACING ASPHALT 24• MIK OVERLAP GF FILTER FABRIC EMT 05C11 5' / /� /� / � /� /� /� /� CITY PARKING C 0 HAIOICAPPED srMea J ,4il .a;- - - //. / /. / /., // - - _.1� 1T WARMED 5116 -WAtt , I ❑ /� / \'\ 11P05ED. �� SUBCR\ADE \ �Y� "A -••. .. RCP tax PAK SOOTY PER 1 C T} tt �IKI.I • F %TER FABRIC AT RCP RPE JpWITS PER FOOT SECTION Hg 511 ANC PIPE JOINT WRAP DETAIL 985 CONCRETE PAVEMENT SECTION (DUMPSTER PAD /OPTIONAL PAVEMENT SECTION) 4 " ,y Perm, oe Ong (i25D RE) I `': e PAVEMENT LAP JOINT DETAIL KTS. SECTION • ESEDTart UP,W ��� PLAN 6• 1' -6' 6• (1A(m1I ORh ga F. PASHTO (20 0/4' LETS - m pm.. .. SHALL PET SO. ALUMINUM PI / 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL of FLORIDA, INC. • OF INC ASPHALTIC CONCRETE SURFACE COURSE. W UPON COMPLETION OF CONSTRUCTION, FORA FINAL INSPECTION WITH REPRESENTATIVES OF me ENGINEER, CONERACTOR, OWNER, AND LOCAL UTILIEY DEPARTMENT, 10. ANY OTHER INSPECTION REOUIPEMANTS ESTABLISHED BY City of Okeechobee, OR Okeechobee UTILIEY AUTHORITY. 5' - 21G VARIES PER PLAN FINISH AS n M FRNSN G¢AOE _ IIW :s• ,L EARTH .IL�I•�s CONCRETE FOOMG I'.� :: i IJI s_, HANDICAP PARKING PAVEMENT PAVING BTprE PER pt.. 11A - iMENERNIft■IME •• II -1I, e • 'CI T� 11 - . , / / / / / / / / / / / / /// 4• THICK CONCRETE 2500 P.S.I. DEWATE RING I CONSTRUCTION DEWATERING MAY REQUIRE A WITHIN ICK CONCRETE ET U WAYS.). \� :,/, \ >,. /,\ /\\ / \., >,/\ / \v /\/ /\/\ /\ /\ /\ /\ /X/ 5" I 2' -Er VIDE CURB CUT 6• COMPACTED SUBGRADE TO NOT LESS THAN 9510 MAX. DENSITY AS DETERMINED BY AASHTO T -150 SIDEWALK DETAIL PROFILE ..I SIGN ALL CONSTRUCTION SHALL COMPLY WITH CITY OF OKEECHOBEE CODE OF ORDINANCES. SNORT OR LONG TERM DERATERING PERMIT FROM THE SFWND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DE'NATERING PERMIT FOR HIS WORK. DIRECTED BY ENGINEER TYPE F CURB 1Y STNMIZED a -GRAM 10 COS TED PER m .-,6d TM ASPHALT PAVEMENT SECTION 7 . OOLNAPNT, TOGETHER WITH THE CONCRETE FLUME DETAIL W/ CONCEPTS AND DESIGNS PRESENTED HEREIN.NSA,A NST.R. JOEN Tr" S_RVIC_, IS INTENDED ONLV FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT AAS FEPVRED.RE'USE OF AND IMPROPER RELNNCE ON THIS DOCUMENT WITHOUT ARITTEN AUTHORIZATION MO ADOPT. BY ROOD.. WE, SHALL BE WIRMUT I.E. TO ROM JONES P.E. 6 ASSOLTA25, PA CONSULTING EI•MEE.35 NEW OFFICE - OKEECHOBEE ASPHALT AND READY MIX !'s City of Okeechobee, Florida y -_� Rudd Jones, P.E. & Associates, P.A. 6 6 Consulting Engineers +inn` )P.N HEREON NB MO NINE TO DIE AMERa l VERTICAL oAn1pN Brew. OF I-, 2) 44 A'PRDMM COMERS. FROM TIDN"L a (N,GV,D.) CAN 8 Mows 1.50 TO THE KAV.O. FLEVAA DATE MARCH 2014 PAVING GRADING AND DRAINAGE DETAILS SCALE VERIFICATION HORZ. SCALE: NA DRAWN BY: MDB VERT, SCALE: PROJECT No.: 2013 -210 0 1 SOLID BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING, ADJUST ALL SCALED DIMENSIONS ACCORDINGLY DESIGNED BY: 9c 7450 South Federal Hwy, Port St. Lucie, Fl 34952, Phone: (772) 336 -2933 209 Nodh 4th Street, Palatka, FI 32177, Phone: (388) 385 1610 •'- wtiw FLORIDA CERTIFICATE OF AUTHORIZATION No. 00008303 CHECKED BY: u 8 -17 -14 MOB REVISED PER CfTY OF OKEECMOBEE SP COMMENTS SHEET 4 GF 4 CARD FILE: NO DATE BY REVISIONS