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2007-03-28 CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE MINUTES March 28, 2007 I. Call to Order. Chairperson. Technical Review Committee Meeting Administrator Whitehall called the March 28, 2007 Technical Review Committee meeting to order at 10:07 a.m. 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 Services John Hayford, Okeechobee Utility Authority School Board Representative Betty Clement, Secretary Secretary Clement Called the roll. Present Present Present Present Present Present Absent (without consent) Present Present (Mr. Bill Brisson attending for Jim LaRue) Present Absent (without consent) Present III. Minutes. Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Motion to approve the January 24, 2007 minutes by Chief Davis, seconded by Chief Smith. Committee for January 24, 2007 regular meeting. WHITEHALL. YEA SMITH. YEA MOTION CARRIED. VOTE SCHAUB. YEA BERMUDEZ .YEA DAVIS. YEA ROBERTSON. YEA March 28, 2007. TECHNICAL REVIEW COMMITTEE. PAGE 2 OF 9 IV. New Business. A. Adron Fence. The application was submitted by LBFH Inc. on behalf of applicant and property owner Travis Chamber. The applicant proposes site development of a 20,250 square foot building, associated parking, driveway areas, open space, drainage, and water and sewer services. The building will be used as a manufacturing facility, storage facility, and as an office building for Adron Fence to be developed in a single phase. Legal description: Lots 18, 19, and 20 and that road and cul-de-sac lying between Lots 17,18,19 and 20 vacated by the City of Okeechobee, Okeechobee Commerce center according to the plat thereof as recorded in Plat Book 7, pages 10-14, public records of Okeechobee County, Florida - Planning Consultant The application was submitted by LBFH Inc. on behalf of applicant and property owner Travis Chambers. The applicant proposes site development of a 20,250 square foot building, associated parking, driveway areas, open space, drainage, and water and sewer services. The building will be used as a manufacturing facility, storage facility, and as an office building for Adron Fence to be developed in a single phase. Legal description: Lots 18,19, and 20 and that road and cul-de-sac lying between Lots 17,18,19 and 20 vacated by the City of Okeechobee, Okeechobee Commerce Center according to the plat thereof as recorded in Plat Book 7, Pages 10-14, public records of Okeechobee County, Florida. Mr. Brisson presented the Planning Staff Report. This is a site plan review for a 20,250 square foot building, located on Lot 20 at the Okeechobee Commerce Park, to be used as an office and a manufacturing and storage facility for Adron Fence. Requirements in the code have been met for parking. Landscaping, however, needs adjustment. Additional trees need to be added to meet the City Code. Also the section for single ingress needs landscaping. Mr. Brisson also reported that he spoke to City Engineer, Mr. Bermudez, and a 24 foot one-way-in drive isle, does not actually qualify as a single access lane, it is really a two-lane entry feature even though it is marked as one-way. If it indeed is one way then it needs to be clearly indicated, otherwise the people who park in the parking spaces nearest the entry will certainly turn around and go out the entry due to the room available. Lastly, there is nothing in the actual code that requires landscaped islands between parking spaces. The front line of parking is actually 29 spaces across the front of the property with no intersection or parking landscaped islands. Most communities require one tree to every 10, 12, or 15 parking spaces to look more attractive. LaRue Planning Staff recommends approval of the site plan review when the above mentioned conditions are met. Administrator Whitehall then asked Mr. Chambers to address the Committee. Mr. Chambers started by inquiring about the landscaping. Is the requirement 51 larger trees, compared to the 37 trees that are on the plans at this time? Mr. Brisson answered yes, he also suggested that Mr. Chambers check Code Book Section 90-534, lists landscaping requirements for the parking area. Mr Chambers stated that all he did was duplicate Entegra Tile regarding landscaping. Mr. Brisson replied that he was not familiar what Entegra Tile had done. He went on to explain his primary purpose was to examine each application and make sure the regulations are met. March 28, 2007. TECHNICAL REVIEW COMMITTEE. PAGE 3 OF 9 IV. New Business Continued. A. Adron Fence continued. The recommendation for the islands is not specifically required in the code but with an excess number of parking spaces, you could accommodate and make your site more attractive. Putting a five foot island between spaces would eliminate approximately two parking spaces. Mr. Chambers stated that he would probably have to add additional parking spaces in the back to accommodate employee parking. Over 100 jobs are projected in the next couple of years. He further stated that he is developing this in three phases. Mr. Chambers said that he would look into the code section mentioned, but that he needs a couple of spaces for retail customers. He went on to explain that he agreed at the City Council meeting that he would have a minimum retail business, but that he would look into the islands. Mr. Bermudez asked about the proposed access road and where it was going to be connected. Mr. Chambers replied that, the access road was leading to the Lot 19, which is next to Lot 20 that we are developing. Mr. Chambers then explained that he is proposing to buy dirt from the City and Lot 19 is where he will stock pile the dirt. Mr. Whitehall inquired whether there was any applicability of the site plan with the covenants of the Commerce Center? Mr. Chambers answered that a lot of the deed restrictions set forth were somewhat negotiated. The deed restrictions are pretty hefty. He stated that he was told that whatever Entegra Tile was permitted to do, Adron Fence would also be allowed to submit for the same. Mr. Chambers went on to say, the greatest concern was the residential community that's on the east side of the drainage canal. Mr. Chambers said that he was going to install a significant fence along the east property line to block the view of his facility. The fence would be approximately eight foot in height. In the beginning the fence will only be constructed on Lot 20, but with further development the fence will extend the entire perimeter of the Adron Fence property. Administrator Whitehall stated that the City Clerk has been approached as to the protection of the residents outside the Commerce Center. This re-assures the City regarding the residents. Mr. Whitehall then requested comments or concerns from other members. Mr. Hayford asked Mr. Chambers who was the intended owner of the utilities on site, the gravity sewer and the water main? Mr. Chambers replied that he was the owner. Mr. Hayford instructed Mr. Chambers that the meter, for the water, had to be moved to the road right-a-way immediately. March 28, 2007. TECHNICAL REVIEW COMMITTEE. PAGE 4 OF 9 IV. New Business Continued. A. Adron Fence continued. Will the water main be downsized to meet your needs, asked Mr. Hayford? Mr. Whitehall stated that the meter has to be sized adequately for potential development, and asked Mr. Hayford how the determination was made for the proper size? Mr. Hayford replied that the gravity sewer needs a eight-inch main line for future development of Lots 18 and 19. Mr. Chambers stated that he intends to retain ownership of Lots 18 and 19. Mr. Hayford instructed Mr. Chambers that the water demand would dictate the size of the water meter. For fire purposes, a dual connection should be installed. A six-inch for appropriate back flow and a separate line for domestic use. Mr. Chambers stated that the building would not be sprinkled. Mr. Hayford remarked that the City should determine whether a hydrant should be place inside the building or whether the one on the road will be acceptable. Mr. Hayford then re-iterated that the sewer line and water main cannot be located on private property to serve one customer. The issue of bathrooms for 100 employees, would require a two or four-inch line. Mr. Whitehall advised Mr. Chambers to meet with Mr. Hayford for further information. Mr. Whitehall questioned Chief Smith on the location of the fire hydrants. Chief Smith replied that there are two hydrants. One at each entrance to the Commerce Center. He then asked what type of storage and contents would be in the building. Mr. Chambers replied that mostly steel and aluminum products, and a small amount of plastic products. Most of the plastic materials will be stored outside. Mr. Whitehall interjected that what the Chief is looking for is a letter of transmittal of the products to be stored inside the building. Chief Smith inquired about the truck entrance that goes through the building, Mr. Chambers answered that it will be used for emergency purposes to unload the aluminum products due to weather conditions. Chief Smith then asked what type of trucks would be used? Mr. Chambers answered that about a 42 to 48 foot bed diesel tractor trailer trucks. Chief Smith then asked how long the vehicles will be inside the building? Mr. Chambers answered only long enough to unload. The vehicles stored inside the building will be the forklift trucks. Chief Smith asked if the fork lift trucks will be powered by gas or propane. Mr. Chambers answered currently they are powered by propane gas. Chief Smith then questioned the use of the building nearest to the drive through. Mr. Chambers described the inside of building nearest to the drive through as being manufacturing, storage and welding and electrical equipment used on job sites. Chief Smith then advised Mr. Chambers that he had a storage form he would be required to complete and return to the Fire Department. This will determine the fire protection for the building. March 28, 2007. TECHNICAL REVIEW COMMITTEE. PAGE 5 OF 9 IV. New Business Continued. A. Adron Fence continued. Chief Smith explained that occupancy and contents dictates whether you need fire sprinklers or not. He then inquired as to the future building of the back lots? Mr. Chambers replied that the second phase structure would probable be approximately 35,000 square feet on Lot 19. Chief Smith remarked definitely that water would needed to be an eight-inch bank for adequate fire flow. This is not needed for this building, but for cost effectiveness, now would be the time to put this in for the next phase. Also an option would be a riser in the building, this is a hydrant inside the building. The Fire hose would be installed with a one and one half inch line with nozzles and the Fire Department could actually connect to the hose, and use the pressure from the riser, but would have to have ability to pressurize the system with the Fire Department connection on the outside. A fire lane from one end of the building to the other clearly marked will be required. He asked Mr. Chambers how many vehicles would be parked outside the building? Mr. Chambers replied 30 to 35, parking designation has not been finalized. No semi trucks will be parked on the lot at night. A 10,000 gallon fuel system will be installed. Two 4,000 gallon tanks, one and one half gallon and five hundred gallon all diesel. There will be recessed automated gates at both entrances, which will comply with the City, possibly the "Knox System." Building Official Schaub inquired as to where the storage would be outside. Mr. Chambers answered that the storage would be along the back edge of the asphalt. He does not see this as a long term storage, more a transition point than a stock yard. Lot 18 will eventually be used as a big parking lot with storage, shipping and receiving. Chief Smith noted that the storage must not impend the fire access. Mr. Schaub said the Committee needs a layout, with types of loading zones to be used. Mr. Trent inquired about the location of the fuel storage, underground or above ground? Mr. Chambers answered that they would be above ground. Mr. Trent then instructed Mr. Chambers to supply plans to Harry Moldenhauer at the Environmental Health Department. Public Works Director Robertson asked how wide the driveway entrances where? Mr. Chambers deferred to LBFH, engineer Mr. Jesse Markle, who responded at the most narrow point the distance was 12 foot. The actual connection is 60 to 70 feet wide, but there are points 30 feet wide. Mr. Robertson inquired how deep the trailers were they anticipated for hauling the materials into the facility? March 28, 2007. TECHNICAL REVIEW COMMITTEE. PAGE 6 OF 9 IV. New Business Continued. A. Adron Fence continued. The City is having trouble with semi-trailers breaking down the curbs with wide turns. Mr. Chambers replied the width was calculated with a computer program with a simulated 52 foot trailer. That same truck has enough radius to pull into the building. Mr. Robertson asked Mr. Chambers whether he had any proposals for the 12th Avenue use in the future. Mr. Chambers answered he did not, it creates more of a security issue, less traffic, less liability. Mr. Whitehall asked Mr. Chambers whether he understood that he had to go directly to OUA for the Equivalent Residential Connections (ERC)? Mr. Chambers said he understood that the contract had expired with the City and he would have to deal directly with OUA. Chief Smith made a motion to approve the development of a 20,250 square foot building, associated parking, driveway areas, open space, drainage and water and sewer services, with the building to be used as a manufacturing facility, storage facility, and as an office building for Adron Fence for Lot 20 developing the first of three phases with the following contingencies: landscaping plans revised to include 51 trees, appropriate pavement marking indicated to delineate a fire lane around the entirety of the proposed building, a material list of what will be stored in the building, OUA issues addressed directly with OUA.; seconded by Chief Davis. WHITEHALL. YEA SMITH. YEA MOTION CARRIED. VOTE SCHAUB. YEA BERMUDEZ .YEA DAVIS. YEA ROBERTSON. YEA B. Big Lake Title. The application was submitted by Big Lake Title on behalt of applicant and The application was submitted by Big Lake Titie on behalf of applicant and property owners Renee Elierbee property owners Renee Elierbee and Gianda Beliamy. The application is to remodel an and Gianda Beliamy. The application is to remodel an existing singie story residence for the purpose of existing single story residence for the purpose of creating an ottice for the Title Company, creating an office for Big Lake Title Company. a parking iot and water management in a single phase. a parking lot and water management in a singie phase. Property is located at 203 Property is located at 203 Southwest 4'h Street. Legal description: Lot 2, of Block 185 and the North one-half Southwest 4th Street. Legal description: Lot 2, Block 185 and the North one-half of of abandoned alley lying adjacent to said Lot 2, City of Okeechobee. abandoned alley lying adjacent to said Lot 2, City of Okeechobee, according to the Plat thereof as recorded in Plat Book 5, page 5 of the Public Records of Okeechobee County, Mr. Brisson presented the Planning Staff Report. Florid - Planning Consultant. March 28, 2007. TECHNICAL REVIEW COMMITTEE. PAGE 7 OF 9 IV. New Business Continued. B. Big Lake Title continued. Recently, this property was granted a Future Land Use Map Amendment to Commercial and a rezoning to Commercial Professional Office (CPO). LaRue Planning Staff recommends approval of the site plan with a few adjustments. Parking fronting Southwest 2nd Avenue, Code Book Sec. 90-511 (d) requires 24 foot driveway behind parking and the site plan shows 22 feet, also Sec. 90-535 requires a 10 foot buffer along roadways. The area fronting Southwest 2nd Avenue shows no buffer and a 10 foot buffer is required by code. There are problems associated with the layout of the handicap parking space. As it is now situated, the space cannot be utilized, simply not enough backout room. Also, potential problem with the parking layout as it will interfere with the sight triangle at Southwest 4th Street and Southwest 2nd Avenue. Recommend moving the parking lot elsewhere on site. Needs three more shrubs, 24 are required by code. Mrs. Ellerbee explained her reason for choosing the location of the parking lot was due to the residential to the south and west. She was trying to keep the parking lot from the residential areas as much as possible. Initially the parking lot was to be located in the back, but that would put the parking right up to the property line. With this configuration, it encroaches on the set back for the 10 foot buffer that is required. However she has room on both, the south and the west sides, but is concerned that cars will cross the grass medium to enter the parking lot, were we to put the curb stops on Southwest 4th Street. Mr. Carl Nystrom of Asmussen Engineering addressed the 24-foot "back-out" space. The east side of the building has a hedge that can be removed, making 24 feet available as requested. Mrs. Ellerbee interjected that she is trying to keep the majority of the traffic coming from Southwest 4th Street onto Southwest 2nd Avenue, so they do not have to go down Southwest 4th Street and make the u-turn. City Engineer Bermudez asked why not switch the parking against the building instead of parking toward the sidewalk? Mr. Brisson added that would be preferable. The parking should be moved southward along the building to allow the handicap space to back out and pull forward. Mrs. Ellerbee responded that she had the room to move the parking to the south, and provide a different entrance. Mr. Brisson replied, should the City agree to lessen the 10 foot landscape buffer, by shifting the parking lot against the building and pulling it down the number of feet to allow the handicap to back out, there would be enough room. It is not the greatest solution because vehicles will be backing out toward the sidewalk, which has potential safety problems, but it does present a better opportunity than parking against the sidewalk. This would also improve the line of sight. Director Robertson said he would like to see revised plans on the parking. March 28, 2007. TECHNICAL REVIEW COMMITTEE. PAGE 8 OF 9 IV. New Business Continued. B. Big Lake Title continued. Mr. Loris Asmussen stated that Asmussen Engineering will provide a revised site plan. Mr. Whitehall asked the Committee members whether they needed to have a revised site plan before the approval of the application? The members declined. Mr. Robertson asked what will keep the cars from backing onto the sidewalk? Mr. Brisson suggested a solid bollard placed every five foot or so. Mr. Whitehall again asked about the buffer issue. Mr. Brisson replied that a possible variance would be required by the City to accommodate the lesser buffer. Mr. Whitehall asked whether this type of variance required the Board of Adjustment ruling? Mr. Bermudez stated that the TRC has granted landscaping buffering variances in the past. Mr. Brisson suggested that the Committee check with the City Attorney for determination on the variance. Building Official Schaub stated his only issue was addressing, and it will be solved during the time of permitting. Mr. Whitehall asked about the dumpster. Mrs. Ellerbee reported that she does not have a dumpster. She takes the trash out to the road. Mr. Whitehall reported that commercial accounts are handled differently than residential. Mrs. Ellerbee said that Waste Management bills her quarterly. The business has one, or one and a half cans a week. Chief Smith entertained a motion to approve the remodel of an existing single story residence tor the purpose of creating an office for Big Lake Title Company, a parking lot and water management in a single phase, for property located at 203 Southwest 4th Street, with contingencies of: reverse the parking shown on the submitted site plan so that the cars park facing the building and there is a 24 foot drive providing access to the parking spaces, move the rows of parking southward such that the visibility triangle is clear and there is adequate back-out room for the vehicle parked in the northernmost parking space, relocate the proposed hedge to the frontage on Southwest 2nd Avenue. This hedge should be a buffer about two feet in depth, with bollards spaced about every five feet so that cars backing out will not intrude onto the sidewalk, revised site plans submitted to the City Engineer for determination of compliance, total of 24 shrubs be provided and approval of the site plan contingent upon a determination from the City Attorney whether or not a variance is need to for the buffer reduction. IV. New Business Continued. B. Big Lake Title continued. V. Adjournment - Chairperson. PLEASE TAKE NOTICE AND BE ADVISED that any persons 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 Services tapes are for the sole purpose of backup for official records of the Department. ATTEST: March 28, 2007. TECHNICAL REVIEW COMMITTEE - PAGE 9 OF 9 WHITEHALL. YEA SMITH. YEA MOTION CARRIED. VOTE SCHAUB. YEA BERMUDEZ YEA DAVIS. YEA ROBERTSON-YEA There being no further items on the agenda, Chairperson Cook adjourned the Technical Review Committee Meeting at 11 :30 a.m. Note: It was determined on March 30, 2007 by the City Attorney that a formal variance to the Board Of Adjustment was not required. AFFIDAVit' OF paLlsHER . OKEECHOBEE TIMES 106 s.E. 5th St., 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 of the Okeechobee Times, a newspaper published weekly at Okeechobee in Okeechobee, Florida: that the attached copy of advertisement, being a Technical Review Committee Meetinq Notice PO #13349 in the matter of Citv of Okeechobee City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974-2932 In the Court, was published in said newspaper in the issues of 03/22/2007 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 as 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 first 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. ; f\ ,1 1/ ~ Jame~~~~J/~P~bli~~~fU-L- . Sworn to and subscribed before me .2 / ~ 4A_<i ~ day of "'--- (~ t.;' v this ) n (i_.c~//L- A.D. 2007 D ' I\~ \, ./~ (I // U. (/ u1-M,LAJ.-{L-U'-- Notary Public (SEAL) .~~';p(;", .... Koseaiee A brennan :'~~~ yo-~ Commission #DD318483 =':';;" ~.~;} Expires: Jun 25, 2008 -~"ioFf\.o~" Bonded Thru """", Atlantic Bonding Co.. Inc. e TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HEREBY GIVEN lhat the Technical Review Conunittee of the City of Okeechobee wilt meet in Regular Session on Wed...sday, March 28, 2007, 10:00 a.m., City Hall. 55 SE 3rd Ave, Rm 200. Okeechobee, Ronda. 11le public is invited and encouraged to anend. For a copy of the agenda comactthe General SefVi~es Department (863) 763-3372 x 218. PLEASE TAKE NOTICE AND BE ADVISED that if any person desires to appeal any decision made by the City Council with respect to any maU~r considered allhis meeting, such mterested person will need a record of the proceet.lings. ami 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 used for the sole purpose of back-up forme Clerk's Office. In accordance with the Americans with Disabilities Act (ADA) and Florida Statute 286.26, penons with disabilities needing special accolIUJ1()(iation to panidpate in this proceeding should contaCt Lane Gamiotea, no later than twO (2) working days prior to the proceeding at 863-763.3372 x 214; if you are hearing or voice impaired, call TDD l-800-2f2-3448 (voice) or 1_888-447-5620 (TrY). by" Brian Whitehall. City Administrator Betty Clement. General ServIces C\lordinalor Publish: 0312212007 Okeechobee Times .. PAGE .1. CITY OF OKEECHOBEE .March 28, 2007 . TECHNICAL REVIEW COMMITTEE. HANDWRITTEN MINUTES I. CALL TO ORDER. Chairperson: March 28. 2007 Technical Review Committee Meeting, 10:00 a.m. II. STAFF ATTENDANCE. Secretary Present Absent Administrator Whitehall Building Official Schaub Chief Davis Chief Smith Engineer Bermudez x Attorney Cook County Health Department Trent Planner laRue ^ OUA Hayford School Representative Secretary Clement III. MINUTES. Secretary. Y- A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the January 24, 2007 regular meeting. I 0 : 0 1 A _ /V\ . moved to dispense with the reading and approve the Sum~~ry of Technical Review I utes for the January 24, 2007 regular meeting; seconded by ~ i.nlr . VOTE YEA NAY ABSTAIN ABSENT Bermudez 1 Davis Schaub Robertson . Smith Whitehall I~~ MOTION: b DENIED IV. NEW BUSINESS. Chairperson. A. Adron Fence. The application was submitted by LBFH Inc. on behalf of applicant and property owner Travis Chamber. The applicant proposes site development of a 20,250 square foot building, associated parking, driveway areas, open space, drainage, and water and sewer services. The building will be used as a manufacturing facility, storage facility, and as an office building for Adron Fence to be developed in a single phase. Legal description: Lots 18,19, and 20 and that road and cul.de.sac lying between Lots 17,18, 19and 20 vacated by the City of Okeechobee, Okeechobee Commerce center according to the plat thereof as recorded in Plat Book 7, pages 10-14, public records of Okeechobee County, Florida. - - - ~_.-.........----- ---- ,i ~ j . 'I II ;L , Sta~Report Discussion. Thi~ ,is a site plan review for a 20,250 square foot building to be used as an office and a ma~facturing and storage facility for Adron Fence. PAGE -2- , ..;" Findings. tfind Use I !. ....j 1 : m.....tur.. '1 r ! lpning Automotive Sales (this portion of Automotive Service.&:Repair the property is technically vacant) .. .;f.,... rcial CHV 20 ft to buildings 10 ft to parking/d~iveway Provided hd 15 shrubs x Imperv$urface II . ft. .Ft. = 676 sq, .:::: 5 spaces I' : ! ! .l.; ! i Staflf recommends lWprovalof the site plan review when the following conditions are met: 10ft along street 2 ft along property line The! ~ndscaping requirements should be met. The applicant needs more landscaping for the property. i I 'I Jj, ~,6>. - 1.<2., 6. f:> . I.~- o.~~ C)~. ~lAJ (JJlAJ Te.~ t~ l~ ---- -------------- ------------ ..--- --- ----- - -- --------- -------- ..-------...------ --- ------------ --- ---- ---_________ __n _ ~~-(3J;~ - . PAGE.3. ~ ~~~.n0-, , .~. ~ , oJ41 bJ1 ~ c.k k~ {o. .~. '--\tu.-~. ~ ~ ~ , . '~L? ~ MLJ 10-~ J)JVJ..- '/'AA, . ~ ~ &L -w~ ~ ~ ~ ./J11rJI1A,'//_rt-, CJ - ~~~~~ ~ . ~ )~ID, t-;;" Of I~ ./~~ ~. pI , fs- Ylvc.~~~~ ~'.~~' - fJotJ --zLd.-L- . D- . .~ ~. +;k ~o&w- . 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N ()j.L-r vtNL(!iVL tL- ~ ~ y)o ~-b - ,- -- -\) 0(;?h+-~ ~ - ~ WN++- ~uJi~c ;: . u , ~UJ- ~~7 ~. , , 0~. .~ ~&-{( - ~\+ w~c.h~- LvLiJ~ ~~Q~a-J~ rj?ID L~~:~~YbW~ f~ . ~-~~DRJ; ~~ . I~ fJ ~ r---;'.- aa-~ \ 34.,rJ t Jhm hi A-. ~ . ~ .' ~~ ~r;;::~~q-. f~ ~~- t. ~~ (br;J ~C'5 -_~ -M wdCluA ~-tt- : r(fU/-~ ~ kpJFUfr' ()~ f~Ar io~ c;;:4,^,,--~ ~ GY?f1+ d-~ (f tu\- - -- - ~ -- - -~ - ~ ~ ----- ------ n~--_~n____~_n___n__ .n_____n __ ~.~- PAGE .5. moved to approve/deny development of a 20,250 square foot building, associated parking, driveway areas, open space, drainage, and water and sewer services. The building to be used as a manufacturing facility, storage facility, and as an office building for Adron Fence, developed in a single phase on Lots 18, 19, and 20 and that road and cul-de-sac lying between Lots 17, 18, 19 and 20 vacated by the City of Okeechobee, Okeechobee Commerce; seconded by VOTE YEA NAY ABSTAIN ABSENT Bermudez Davis Schaub Robertson Smith Whitehall ~ MOTION: (~DENIED B. Big Lake Title. The application was submitted by Big Lake Title on behalf of applicant and property owners Renee Ellerbee and Glanda Bellamy. The application is to remodel an existing single story residence for the purpose of creating an office for the Title Company, a parking lot and water management in a single phase. Property is located at 203 Southwest 4th Street. Legal description: Lot 2, Block 185 and the North one-half of abandoned alley lying adjacent to said Lot 2, City of Okeechobee, according to the Plat thereof as recorded in Plat Book 5, page 5 of the Public Records of Okeechobee County, Florida. Staff Report Discussion. The applicant would like to construct a parking lot for a 1,455 square foot office building which is located at 203 S.W. 4th Street. Recently, this property was granted a Future Land Use Map Amendment to Commercial and a rezoning to CPO. The site is developed with a l-story, single-family home. Land Use Single family residence Office bUilding Zoning CPO Density NA M.in Lot Width 50 ft 150 ft Front 20 ft 40 ft residential Rear 20 ft 75 ft YY[o-h em 1 ~UI S:tt: ~.\.J). . w ' ~ ~ J1JhOA~ *' :)'( ~. ~rv-. ~ - Ouf\ ~~ ~~ ,-,_.~,."<> ... -- -- ~---------------- ------,.--IT------ -~---------------,-----------~------ PAGE -6. Max Imperv~Surface. 60% 34.2% parking N' ,,,C-__j \ ~ndscaping ~ B~~er 1 0 to street 2 tOdproperty line Requirement met StaffJecommends approval of the site plan as submitted. ~b .. 0- J.wJ . f~ t7r. d..~Wu-. ... ~ .~!I /),/f ~JJ&L-.I~ ... ~-~J (b\s~~kd) qo S?>t{-IO' ~~ f"g~. "~'7t~~~ .J . .YY\(JV.-L ~..~ ~ J ( . . Il-u-))~ - - ~Jvf~ 3> ~b , ~~~tlfi-<~~~brJ~ ~ L0wc-/ok,v~~~. :i~ frY'- S +-0 (~Ji F~rtf<f1, ~w.W e-~ .~~~. 71/~. .~~~ d-<((~-E~~T-'M- ~~i~~~~ iF U\JYS!f\6~ ..;. , . ' ~~~~~*1P ~. r ilt>A ~ '5?vr; at . ~bI2- )'l()\-- ~ lD' ~ - ~t ~ - 0vw. wljjJ J1D(- !~rp~~~~~ __________ _______ --,J_l . "-________ ______ __ [ah~ q-~~~- ~~~~.~. 1)~1 ~7-~ av--<--.~ f~ o.--e) ~ J1orftJ,~1 ~ ~ Vs~. I\J~ ~~'7, -~~ )To<Q.~ ~~~~ ~'-I-o~.~. ~ ~ ~ol ,~U~~' ~rY,R~~~-~~~- 01o-~~'7 ~~-~~ + \-C)~ ~ ~~ ~ L,~^ 'd-N {, 4~, G ~-~~iill- ~ ~-w.. ~ ~~.~-~~'-fo"rr~~ (~ r~~' h.~ ~ ~CL1..hL YIA-~ . OS~ P-'-~~' ~ -~. (?? v0 ~ ~ ~ -r. ~ <::.- lJ\ OS~~ *Q(\L~ ~c.~~~~~' ~- W4tlV<1ls~r&~~;-.1~ ~ ~~ P6>Js~ ~ b~7' ~;(~,- ~ _~ moved to approve/deny remodel of an existing single story residence for the purpose of creating an office for the Title Company, a parking lot and water management in a single phase. Property is located at 203 Southwest 4th Street. Legal description: Lot 2, Block 185 and the North one-half of abandoned alley lying adjacent to said Lot 2, City of Okeechobee; seconded by O~.aJt). f8> &vJ (b~ ~b {;;0 pv0 ~ PAGE .7. VOTE YEA NAY ABSTAIN ABSENT Bermudez Davis Schaub Robertson ~~:~:hall~'~ /r , MOTION: ( . CA_,RRIED .)>ENIED V. There being no fu~t~e agenda, Chairperson tJ~ adjourned the Technical Review Committee Meeting at iI''-~O a.m. _~ n___ b6 - Jg(~~M-()O,c ('Y!) .ftt~ >au:ttc ~ ~-yy~ ~ e:,.\.. (j~ ~- /0uJ lJQJu-~ ~ 1 ~ '''-, (/ /' ~{~: -, ~.. ~~~w,~" ~~e~~ 1J~ 3~}~ o~tfl~. CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA MARCH 28, 2007 I. CALL TO ORDER: March 28, 2007, 10:00 a.m. - Chairperson. CITY HALL, COUNCIL CHAMBERS 55 S.E. 3RD AVENUE OKEECHOBEE, FLORIDA 34974 Page lof2 II. STAFF ATTENDANCE - General Service Coordinator. 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 Sum~lar-y of Technical Review Committee Minutes for the January 24, 2007 regular meeting. III. NEW BUSINESS - Chairperson. March 28, 2007 - Agenda - Page 2 of 2 A. Adron Fence. The application was submitted by LBFH Inc. on behalf of applicant and property owner Travis Chamber. The applicant proposes site development of a 20,250 square foot building, associated parking, driveway areas, open space, drainage, and water and sewer services. The building will be used as a manufacturing facility, storage facility, and as an office building for Adron Fence to be developed in a single phase. Legal description: Lots 18, 19, and 20 and that road and cul-de-sac lying between Lots 17, 18, 19 and 20 vacated by the City of Okeechobee, Okeechobee Commerce center according to the plat thereof as recorded in Plat Book 7, pages 10-14, public records of Okeechobee County, Florida. B. Big Lake Title. The application was submitted by Big Lake Title on behalf of applicant and property owners Renee Ellerbee and Glanda Bellamy. The application is to remodel an existing single story residence for the purpose of creating an office for the Title Company, a parking lot and water management in a single phase. Property is located at 203 Southwest 4th Street. Legal description: Lot 2, Block 185 and the North one-half of abandoned alley lying adjacent to said Lot 2, City of Okeechobee, according to the Plat thereof as recorded in Plat Book 5, page 5 of the Public Records of Okeechobee County, Florida. IV. ADJOURNMENT TECHNICAL REVIEW COMMITTEE MEETING _ Chairperson. PLEASE TAKE NOTICE AND BE ADVISED that if any pe/';on desires to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. Tapes are for the sole purpose of backup for official records of the Department. Page 1 of2 From: Jim LaRue Date: 3/29/2007 8: 1 0:50 AM To: 'bwhitehall'; 'Betty Clement'; 'Oscar Bermudez'; Jesse-M@lbfh.com;jasonr@adronfence.net Cc: 'Robin Brock' Subject: RE: Adron Fence - Lot 20 City of Okeechobee Commerce Park Good morning: Please be aware that the Landscaping deficiency also needs to address Section 90-534. Thank you, Bill Brisson Jim LaRue LaRue Planning and Management Services, Inc. 1375 Jackson Street, Suite 206 Fort Myers, FL 33901 Phone: (239)334-3366 Fax: (239) 334-6384 j im@larue-planning.com Web: www.larue-planning.com From: bwhitehall [mailto:bwhitehall@cityofokeechobee.com] Sent: Thursday, March 29, 20077:44 AM To: Betty Clement; Jim LaRue; Oscar Bermudez Cc: Robin Brock Subject: Fw: Adron Fence - Lot 20 City of Okeechobee Commerce Park NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. Brian Whitehall, Administrator ----- Original Message ----- From: Jesse Markle To: bwhitehall@cityofokeechobee.com Cc: jasonr@adronfence.net ; Ray Davidson; James Orth ; Patrick Helms Sent: Wednesday, March 28, 2007 5:01 PM Subject: Adron Fence - Lot 20 City of Okeechobee Commerce Park Mr. Whitehall, I just wanted to follow-up with you regarding the TRC meeting held today for the referenced project and make sure I had a complete list of items to which we need to provide additional or revised infonnation: · Landscaping - the landscaping plan needs to be revised to include a total of 51 trees consistent wi Chapter 90, Section 90-533(2). · Fire Lane - appropriate pavement marking shall be indicated to delineate a fire lane around the entirety of the proposed building. · Materials List - the Fire Department shall provide a standard List of Materials fonn that the applicant shall complete and return. · Water & Sewer - the issues raised by the QUA will be addressed. The applicant will work directly wi QUA in securing water & sewer ERCs as the City's reservation wi QUA has expired. · Dumpster location - this item was not addressed by the TRC, but was a comment in the staff report. We have added a dumpster to the plans and have included a detail of the enclosure. Please contact me at (772) 219-2950 or by return e-mail regarding these issues as well as a timeline for submitting them. We thank the committee for its time in considering the project. Page 2 of2 Checked by A VG Free Edition. Version: 7.1.413 / Virus Database: 268.18.20/737 - Release Date: 3/28/2007 v LARuE PLANNING & MANAGEMENT SERVICES, Inc. 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 239-334-3366. FAX: 239-334-6384 MEMORANDUM DA TE: March 28, 2007 TO: Betty Clement FROM: Bill Brisson RE: Conditions for Big Lake Title site plan Following are the conditions associated with the TRC approval of the site plan for the property at 203 SW 4th Street: 1. Reverse the parking shown on the submitted site plan so that the cars park facing the building and there is a 24-foot drive providing access to the parking spaces. 2. Move the row of parking southward such that the visibility triangle is clear and there is adequate back-out room for the vehicle parked in the northernmost parking space. 3. Relocate the proposed hedge to the frontage on SW 2nd Avenue. This hedge should be in a buffer about two feet in depth, with bollards spaced about every five feet so that cars backing out will not intrude onto the sidewalk. 4. The site plan is to be submitted to the City Engineer for determination of compliance. 5. The total number of shrubs to be provided is to be 24 rather than the 21 shown on the original submission. 6. The approval of the site plan is contingent upon a determination from the City Attorney whether or not a variance is needed to provide a buffer along SW 2nd Avenue of less than the required 10 feet. SARASOTA OFFICE: 2427 Porter Lake Dr. Unit 110, Sarasota, Florida 34240 Ph. (941) 378-1487 Fax (941) 342-0563 Cell (941) 228-1499---e-mail: bill@larue-planning.com CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE MINUTES JANUARY 24, 2007 I. Call to Order. Chairperson. Technical Review Committee Meeting - Chairperson. Administrator Whitehall called the January 24, 2007 Technical Review Committee meeting to order at 10:03 a.m. 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 Services John Hayford, Okeechobee Utility Authority School Board Representative Betty Clement, Secretary 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 III. Minutes - Secretary A. Motion to dispense with the reading and approve ine 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. 24, 2007 - TECHNICAL REVIEW COMMITTEE - PAGE 2 OF 3 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. 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 Services tapes are for the sole purpose of backup for official records of the Department. John Cook, Chairperson ATTEST: Betty J. Clement 24, 2007 - TECHNICAL REVIEW COMMITTEE - PAGE 3 OF 3 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. 24, 2007 . TECHNICAL REVIEW COMMITTEE - PAGE 2 OF 3 IV. New Business. 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 at712 North Parrott Avenue, Easton 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. 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 Services tapes are for the sole purpose of backup for official records of the Department. John Cook, Chairperson ATTEST: Betty J. Clement 24, 2007 . TECHNICAL REVIEW COMMITTEE. PAGE 3 OF 3 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. 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: ~1E:t L PtKF i-i T LE Applicant:~tNeE ac..e: tL~ Property Owner:RQJEe; rllE.f?... f ~GL€.f-jO fELLflM'( Description of project: To C' nl\.l '5'" PUC T f'l PP\l? ',"; 1'"..J ('-:I 1') T r" 1'1 0 W n\ c (<. m AtUAt,E MENT Proposed use(s) for the entire building: T\ ,l C <:D1V PAl'-l"l Number/description of phases: Qt.JE PH-A-""lE Location of/Directions to the project: Old U5 44-1 \'Ur:l(\J lV:AAH\! sIN. 4""'14 ,<:)T"QE:ET Tn Aooc:,;)':) ('I'. . ZO?5 SU). 411-1 STJi?.e.E.T Existing improvements on property: I :fTORV I<E'f)[OElUC'E I CDI\JCI2TE PAO.:stc:RJ , ~1CA1)Fl ()f.IIJE, ANn NEJlJ SEPTJ{ TIHUi( , Is proposed use different from existing or prior use? ~Yes) <--No) L-N/A) Total Land area in square feet: Z ~ 5' Z z . 4 ) or acres: o..JS4 Existing impervious surface: 4}t 0 I .5 square feet 0 . cA acres II. 4 % of site Additional impervious surface: ?)qLJ 0 .45 square feet O. Oq acres lID. 8 % of site Proposed total impervious surface 'OO~ I ?O square feet O. \ R acres a4 . Z % of site Source of Potable Water: (' 1,"""\/ Method of sewage disposal: 'SEPTI L Current zoning: eC".i\O(.:j\.J~j 1'(i! Current Future Land Use: I.' C:.-,~T CnrnmEt<'('\r-:\L Parcel identification number: 3- \10 - '3 7 - :-: 7:3 - DOlO - 0 i \:3 G 0 - 00 I 0 &. 002 (:) Application for Site Plan Review Page 2 Name of project: BI<::::1 If=lKE: 'r \ -nx Applicant: I(E"Nf E ELLE::.g BeE Address: 2..03' :5W 4TI-t Sj~{2b..'.,-T n/.XeC!-fDt."c.:~ t ~L/.)I2H)}~ 34qj4 Phone" (. ..;-. t '.-.> 'Pjr-- . :"'~".i c;'::",,; f -OL :..> Fax: N fA. Other phone: Contact Person: RI=NFl=: ElLERf'f"t=" Address: ZO'5 ":::l\/J 4T.'; Sn~=..,:T DKeE('rt0f3....L,' i'-.~.:...i;:..;n~". 5,;.,:~-'~-.!.. Phone: (B(03)''5'~j" t". ()-;~i',;;, Fax: 1\11 Pr Other phone: Property Owner: REJuF:E E] lA<6F~ &- (bLFklO 6ElL~,(,(\" Address: Z03 'S"f.,) 4 Tt: S1"F'LL 1 D I::.. "c' tiDe . . '," " rJ I " ; /t.....4-. )~~__ ,~{..L,~_)l4f"".~_},..t _~if:-;~' - J . --~- ,;~:.i Phone: u...;{o?;) 3tSI-n~),:-;-': Fax: AJ I PI Engineer: ~(')a.\~ Pr;-,{T,\,;" I,:.t- i\. '\ Address: P.O. t\ox \qo't:', C JK! ' ::::: I':' \-4(U:,; r....E VL'.-'I.'; .c;..~ "~""'-<i"''-' .....~ "',;~, . Phone:{8u>"3)"'lIo-:-~.. d'- 'i ;; Fax: L8<o--:;?) 41.'::;1'" 'r'; L CJ Surveyor: ""EI\JI\H;:'t H A. F"tC 14 I j Y j R. Address: ZOO "2"W. A; en A\lhuUf" . f)\('C",:, -",,\-. {.;' . {: ~}Qi'nF=l ~i..;,iJ Phone: ~3)7lD3-Z88-1 Fax:( ~':KD4) <lR 3- ~34a Prepared by; Record and Retum to: Wendy Bostwick Big Lake Title Company. Jnc 2106 South Parrott Avcuuo Okecchobee, Florida 34974 File Number: 3150 Made this December 19,2006 A.D. . By Christine E. Campbell, 81! UllDlarried penon, wbose address is: 203 SW 4th Slreot, Okeechobee, PI. 34974, bereioafter called the grIDlOr. to Gleuda Bellamy and Reuee Ellerbee, .. joint tenantB with faD riptB of SUrrivonhip, Warranty Deed FILE NUM 2006020777 OR BK 00618 PG 1981 liHARDH ROBERTSOJI. CLERK OF CIRCUIT COURT OKEECIDEE CIUITT, Fl RECORDED 12/1912006 11125109 At! RECOROIN6 FEES 10.00 DEED DOC 1,225.00 RECORDED BY R Parr I sh P, 1981' (iPl) whose address Is: 203 SW 4th Sln:et, Okeecbobee, PL 34974. ~ called tho grDtco: (Wbcanar wed ..... !he - ',.- ODd ...... bocIoode 011........... ..... -..- ODd... 1IeIa,..... IIIpIIIa/IIIIYa ODd ....... of indiriduals. ond !he __ us!po ofClllJllDllau) Witaesseth, that tho pIIIlor, for and Ia COIIIickntioo of tho IIUI1 ofTen Dollars, ($10.00) IIId other valuablo CODSiderations, l'el:eipt whereof ia hereby ackaowIodpd, hmby snmll, bargaiDs, soIla, aliens, remlaos, releuas, c:oaYeyl IIIId c:oatirms unto tho grantee. all that certain land situate in Okeecbobee County. F1orlda, vi%: Lot I. Block 18S. TOWN OF OKBBCHOBBE, II:c:ordiug to tho Platthenofncorded in PlatBoolc2, PBse 17, of tho PubIK; Records ofOkeecbobee County. Florida (fixmedy St. Lucie Couoty); toaetb<<wIrh that pmt of Ibudoaed North Curw Slnel and Florida ElIst Coast RaDroad rigbt ofway dac:ribed as follows: From 1be Soulhwnt COI'IIClr of Lot 7, BIodt 18S, TOWN OF OKEECHOBEE, nm ElIst along Souda bouadary line ofLat 7, to the Southeast COlD<< oflBid Lot 7 for POINT OF BEGINNING; thence east on exteDded liDo to tbo Iatersec:tlon with 1be Welt bouodIIIy llao ofKiasimmM SIrect; 1hence North along said Welt liDe of Kissimmee S1reet to intersocIion with tho North line ofNorlh Curw 8rn:et; Ibeac:c Sou1hweIterIy along tho Nonb boundary liDo ofsald North Curve Slroct to tho POINT OF BEGINNING; ~ die fo1lowiDg: From the Northwest comer of Lot 6, Block 18S, TOWII ofOkeecbobee, nm theace East II10ac Ibe North Ilne ofaald Lot 6, a dlmnee of ISO feet forlbo Point ofBeainnlug; thencenm South ona IlneParaJIeI to Woatom bouDdary of Aid Lot 6 adisbmee of 100 feet; thence run ElIst on a JiDo plIrllIIol to die Nonbem BoundaJy of Aid Lot 6 to tho West bouadary of Kissimmee 8rn:et; thence North along said West JiDo oflCilalmmN Street a disQmce of 100 feet; theace nm West to the POINT OF BEGINNING; AND Lot 2. Block 185, and the North One-Half (N112) of abandoned Alleyway lying adjllCCllt to said Lot 2, CITY OF OKEECHOBEE, according to the Plat thoreofrecorded in Plat Book 5, Page S, of tho Publio Records ofOkeechobec County, Florida. ParcellD Number: 3-15-37-35-0010-01850..01110 aDd 3-15-37-35-0010-01850-0010 Together with all the tOIlCDIOIItS, hercditameuts lIIId IIppUI1enanccs thereto belonging or in anywise appenaining. To Have and to Hold, the same in feo simple forover. And tho grantor hereby ~ts with said gnurtee that the grantor is lawfully seized of said land in fee simple; that the pIIIlor hIlS good rigbllllld lawful authority to soil and COIIYey said land; that the pIIIlor hereby fully ~ the title to said land and will dofeud the same against the lawful claims of all JIOI'SODI wbornsoom; and that said land is he of all 0IICUIIIbranc:e excopt llIXos accruing subsequent to December 31, 2006. In Witness Whereof, tho said grantor has sipod and scaled thoao prosents the day and)'Clll' first above written. It C../~., s C'~ CltristiJIe Eo CampIIeU Addras: 203 SW 4th Street, Obocbobee, PI. 34974 (Seal) , /Z... * WilDes. Pr~' J-e.r; u); 4Q~ Stale of Florida County of Okccchobec The ~oregoing instrument was IICknowlodged before me this 19th day Of~, 2006, by Christino E. Campbell, IIlI11\D111rried JIClROD. who Ware peISOIJally known to me or who bas produced Fi ;j2 as ideutificatioa. ~~jUNl 101I h~A' Wo.Ild) Bu.lwilOk (SEAL) ~~. CoIIJmiiion, 00601433 Expirea October 14. 2010 ....Ttor_ _...-.. DEED lncIividuol Wonanty Deed - Legl' on Flee Closers' Cboice Book618/Page1981 CFN#2006020777 Pace 1 of 1 'O'\J~ \"\\1.0 .. . a.-a\ -at:>ol \N a\.iv MCt""\j.i-MQ.\A..t.. C!.C\ \~,",<,~~nS .~ ~~~ ,,~) \t\\~~\~\OuS -= ~Qoo\=t '" // \ wQ -= \ f;;)\JJU/ ($'=~) \tl\~~(V\~tJ..s \..d(i? / ... (L) / ( L.\-Q""""~ ( . 0.<':. .. _:) = c>..c.-OT \ ~ L\ ~SbOV w~ \ =: O. C)C)8 ci c:...-\\- 'J.:;:)\ <-J '\1 = \ '-' '" eo '\"=..;, ~ ed <. d v:J .. -e \-"""'- \:,. "" "" ") ~=~'. ~5c% y-,;,:::.:..;~,-,--<::-~",.:;:;..........)?V" d\r'..?\ \f~'\-~~~'.\'~f\ C '\ ',~ - .~"-,<"'\> v-_'~_~~~, \.. ?€-f'" 'VC>\ ~ S~~'A$) Sec~on ~~A A.~~C\. = Yd-. b,^ -= ~ l y~)\\ A == c.. \ . S X. '\-. S ) = 1o.1 5 ~ 2- Vo\ -= A.L = llJ.15 0"1. ~~l~t) '= \~~~~~ fm1 ~~ ~ -~\ -atbl .:s~c..t\~n b~~ 1>..,- <l- O';}. 'X.. '-'. S )( \.'5 ) = lJ,.1 5 t A 1. =: 'S (.\.5 ') - "t:Sa~~ zt~~ \\:~5 ~~ob J . Vo\ = A., L -: l\\. ~ ~Q)(~ -a,s"'1f ) == 1 \6\ ~t ~ VO\r::: CO.C~ Cl-C~~t ~~~ '6 v 0\ -= O. 0<::> ~ o.-<:..~t- \)..... '" ~~ ,,<:> \ = D. 0 1, ~c... r" \J.J .\ ~ \ . .. G? ~~\J\oe... _ t (Ctl; Uwn~,.J dt - a 1 -dtfJ:) 1 H t}", . l'v'W BIG LAKE TITLE SOUTH SIDE SHOWING THE EXISTING ENTRANCE ON THE EAST SIDE. .' BIG LAKE TITLE ON THE SOUTH SIDE F ACING TOWARD THE N.E SHOWING THE TELEPHONE POLE AND EXISTING GRAVEL. BIG LAKE TITLE SHOWING THE SOUTH SIDE OF THE BUILDING TO SHOW THE CONCRETE TO BE REMOVED AND CONCRETE SLAB. /~ \ '; BIG LAKE TITLE S.E. CORNER SHOWING THE CONCRETE SLAB TOWARD THE N.W. < ~~~~f.t.t. f~,; BIG LAKE TITLE N<W. CORNER FACING TOWARD THE N.E. BIG LAKE TITLE WEST SIDE FACING THE BUILDING TOWARD THE EAST SIDE. BIG LAKE TITLE N. W. CORNER FACING TOWARD THE S. W. Okeechobee County Property Appraiser - Map Printed on 2/19/2007 3 :28: 19 PM Page 1 on 1 Jl 1<~L/) r~-:' ~i~ .... ,.,~ " ,,;,".'f::J,' : ~. ~o ~Pi 'JUJ Q.' i..~ 1 ..,. I/) .f, ~l .?, -~~_.......-...-...-.~ -r~ "/ ;-~ l ,'1'" ," ~~ f/', 'l.;~~::~ j..;.'.-t ,".,') . in., " ... ;l.t'., , ~i~' .. ~;;~2~;;r'-"! ..." ..,. ..,. ~ :I: o :I: 3-15-37 -35.{lIJ 10-0 1850-DOlO BELLAMY GLENDA& ELLERBEE RENE 0.382.A.C 112;19.-2006 - $175 .000 - L.U I/) .; :::, e o O' UJ :::l ~ z l~t~ UJ r......,- ~ -:!~ o Z N ~ ''-:- .~~'~~I :l:~f.q~t:,i 'T~;~ ~ \~,,.It-~;~"; ," 142,-,.~~~-ol ~ ,,- . , . . -;::.~ ~ I 64 I 128 I 1<;2 H ... \\-*- . PARCEL: 3-15-37-35-0010-01850-0010 - SINGLE FAM (000100) CITY OF OKEECHOBEE LOT 1 BLOCK 185 AND BEG AT NE COR OF LOT 1 BLOCK 185 Name: BELLAMY GLENDA & ELLERBEE RENE LandVal Site: 203 SW 4TH ST, Okeechobee BldgVal 203 SW 4TH STREET ApprVal Mail: OKEECHOBEE, FL 34974 JustVal Sales 12/19/2006 $175.000001/ U Assd Info 11/22/2006 $0.001/ U Exmpt 10/212001 $0.001/ U Taxable $67,874.00 $42,89100 $110,765.00 $110,765.00 $114,181.00 $0.00 $114,181.00 -0- I I This information, Last Updated: 1/29/2007, 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 property 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 currenUy 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/CJ I S/Print~ Map.asp?pjboiibchhjbnligcafccj fhoj iaehdomhlo... 2/19/2007 Okeechobee County Property Appraiser - Map Printed on 2/19/2007 3 :30:08 PM Page 1 of 1 I 63 I 126 I 159 ft , PARCEL: 3-15-37-35-0010-01850-0020 - VACANT (000000) CITY OF OKEECHOBEE LOT 2 & N 1/2 OF ADJACENT ALLEY BLOCK 185 Name: BELLAMY GLENDA & ELLERBEE RENE Site: 0, Okeechobee 203 SW 4TH STREET Mail: OKEECHOBEE, FL 34974 Sales 12/19/2006 $0.00 II U 11/22/2006 $000 V I U Info 11/111992 $2,50000V/Q "-*-1 LandVal BldgVal ApprVal JustVal Assd Exmpt Taxable $30,44700 $000 $30,44700 $30,44700 $30,447.00 $0.00 $30,447.00 I -0- I This information, Last Updated: 1/29/2007. 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 property 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/GISlPrint_ Map.asp?pj boiibchhj bnligcafccj fhojiachdomhlo... 2/19/2007 LaRue Planning & Mana ement Services, Inc. . . . . . . . . . . 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 Phone: 239-334-3366 Fax: 239-334-6384 .~ , Staff Report - Site Plan Review Prepared fOr: City of Okeechobee Applicant: Renee Ellerbee fOr Big Lake Title Staff Report Site Plan Review Applicant's Name: Renee Ellerbee for Big Lake Title General Information Owner Address: 203 SW 4th Street Okeechobee, FL 34974 Legal Description of Subject Property: LOT 1, BLOCK 185, TOWN OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA (FORMERLY RECORDED IN PLAT BOOK 2, PAGE 17, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA), TOGETHER WITH THAT PART OF ABANDONED NORTH CURVE STREET AND FLORIDA EAST COAST RAILROAD RIGHT OF WAY DESCRIBED AS FOLLOWS: FROM THE SOUTHWEST CORNER OF LOT 7, BLOCK 185, TOWN OF OKEECHOBEE, RUN EAST ALONG SOUTH BOUNDARY LINE OF LOT 7, TO THE SOUTHWEST CORNER OF LOT 7 FOR POINT OF BEGINNING; THENCE EAST ON EXTENDED LINE TO THE INTERSECTION WITH THE WEST BOUNDARY LINE OF KISSIMMEE STREET; THENCE NORTH ALONG SAID WEST LINE OF KISSIMMEE STREET TO INTERSECTION WITH THE NORTH LINE OF NORTH CURVE STREET; THENCE SOUTHWESTERLY ALONG THE NORTH BOUNDARY LINE OF SAID NORTH CURVE STREET TO THE POINT OF BEGINNING; LESS THE FOLLOWING: FROM THE NORTHWEST CORNER OF LOT 6, BLOCK 185, TOWN OF OKEECHOBEE, RUN THENCE EAST ALONG THE NORTH LINE OF SAID LOT 6 A DISTANCE OF 150 FEET FOR THE POINT OF BEGINNING; THENCE RUN SOUTH ON A LINE PARALLEL TO WESTERN BOUNDARY OF SAID LOT 6 A DISTANCE OF 100 FEET: THENCE RUN EAST ON ^ LINE PARALLEL TO THE NORTHERN BOUNDARY OF SAID LOT 6, TO THE WEST BOUNDARY OF KISSIMMEE STREET: THENCE NORTH ALONG SAID WEST LINE OF KISSIMMEE STREET A DISTANCE OF 100 FEET; THENCE RUN WEST TO THE POINT OF BEGINNING. (note: THIS DEED, WHICH WAS ORIGINALLY RECORDED IN OFFICIAL RECORDS BOOK 153, PAGES 505 & 506 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, HAS BEEN CORRECTED ON THIS SURVEY TO SHOW THE CORRECT PLAT BOOK AND PAGE.) AND LOT 2, BLOCK 185, AND THE NORTH ONE-HALF (NI/2) OF ABANDONED ALLEY LYING ADJACENT TO SAID LOT 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA (FORMERLY RECORDED IN PLAT BOOK 2, PAGE 17, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA). Discussion: The applicant would like to construct a parking lot for a 1,455 square foot office building which is located at 203 S.W. 4th Street. Recently, this property was granted a Future Land Use Map Amendment to Commercial and a rezoning to CPO. The site is developed with a I-story, single-family home. .i Staff Report Site Plan Review Applicant's Name: Renee Ellerbee for Big Lake Title Findings: Land Use Future Land Use Map Zoning Single family residence Office building CPO Density Min Lot Area Min Lot Width Setback Requirements Front Sides Rear Max Lot Coverage Max Imperv Surface Maximum Height Parking NllWl)er.9( ~pa~e~ Landscaping Buffer NA 50 ft 150 ft 20 ft 8ft 20 ft to residential 20 ft 40 ft N--Tl ft S - 89 ft 75 ft 50% 60% 6.5% 34.2% 45 ft Not to exceed 45 ft. 5 spaces 1 0 to street 2 to property line Requirement met Recommendation: - Staff recommends approval of the site plan as submitted. Submitted by: James G. LaRue, AICP Planning Consultant March 28, 2007 ~ City of Okeechobee Checklist for Site Plan Review Applications .. Description Date Ck'd Submitted 1 Eleven (11) copies of completed application ~-'~d -0, ~ 2 Eleven (11) copies of sealed site plan drawings .~ - -;f~ -01 ~ 3 Eleven (11) copies of landscape plan ~-d'd-Ol -=R~ 4 Eleven (11) copies of drawing indicating building facades for all buildings including their architectural ~-;)d. -01 '-~ elevations 5 Three (3) sealed boundary and topographic surveys with ~-~g.-Ol ~~ legal description of site and parcel number included. J 6 Three (3) copies of sealed drainage calculations ?-~~-Ol ~~ 7 Two (2) sets of Aerials of the site 'd-d~-DI ~ 8 One (I) copy of most recent recorded Warranty Deed ~ -~~ -'C51 126 9 Location map of site (may be on the cover sheet) ~-Old, -0, ~ 10 Other supporting documentation (pictures. conceptual 'd-d-d-8f1 :e:5 drawings. etc.) optional 11 Application fee $ 400.00. plus $ 30.00 per acre fee ~-?-~-D, -'R-5 Note: Please be advised, applications that are not complete will be rescheduled for the next Technical Review Committee meeting. Revised 10-27-06 1 BG LAKE TTLE PARCEL 10: 3-15-37-35-0010-01850-0010 & 0020 PREP ARED FOR: BIG LAKE TITLE ~ . ~ w w ~ > > >- <( <( <( 0 S. W. 4TH STREET 0 S. W. 4TH STREET S 0:::: Z I I") N C) - S I S (f) (f) (f) SITE ~ OWNED BY: RENEE ELLERBEE & GLENDA BELAMY 203 S. W. 4TH STREET OKEECHOBEE, FL 34974 48 HOURS BEFORE DIGGING CALL TOLL FREEl 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SHEET INDEX: SHEET 1 OF 4: COVER SHEET 2 OF 4: PAVING, GRADING, & DRAINAGE SHEET 3 OF 4: DETAILS SHEET 4 OF 4: SPECIFICATIONS CERTIFICATE OF AUTHORIZATION NO. 26134 fOlM ~J a-~ \' -aC:Cl NOT VALID UNLESS SIGNED & EMBOSSED ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECHOBEE. FlORIDA 34973-1998 TEl: (863) 763-8546 / FAX: (863) 487-8560 EMAlL: IosmuseeOearthllnk.net BIG LAKE TITLE 203 S.W. 4TH STREET OKEECHOBEE. FLORIDA 34974 CONTACT: RENEE EL1..ERllEE TEl: 863) 357-0255 PRINT DATE: I DRAWN BY: CHEa<ED BY: 2 20 07 BYASS~ NO: ASM'E H/A .... N.T_~. 1 OF'4 LEGEND & LAND USE BREAKDOWN TOTAL: 23,522.40 SQFT IMPERVIOUS: 8,024.15 SQFT \It \It \It \It \It \It \It \It \It \It \It \It V \It \It \It \It \It FOUND BOAT \It \It \It \It \It \It \It \It SPIKE (NO 1.0.) S.W. 4TH STREET \It \It \It \It 100" IlVW \It \It \It \It V \It \It \It \It GR~ IlEOIAH \It \It \It \It \It \It \It \It \It \It \It \It \It :~ '.tmf .' IDi(" .~ 'h mJ' .S! -- BENCHMARK (28.61') \It \It \It \It \It \It ~ \It >- ~C!> \It \It \It \It \It ~! C!>j \It \It \It \It OlD\It ~ . 58' SEPTIC 13 :l \It \It \ltSEP~ oJ ANK "' TANK \It LOT ~ \It . . ,is' \It \It EXISTING 'UJ \It \It \It 4~' .~ . oil. ~ \It \It \It < . . \It ~~~~~~ .~ 0 .z. ASPHAlT N \It \It \It ~ \It <Ii \It \It \It \It . . \It \It \It ~S' \It \It \It S.. \It \It ~~ ~=:l \It \It \It :JID ~ F@$ \It \It \It m\lt \It \It :)~ \It \It L \It \It \It \It \It @} \It ~ 15' AlLEY ..~...Ill. \It U\It r...~.. \It \It . . . . . . . . . . . . . . . . . . . PERVIOUS: 14,043.39 SQFT BUILDING: 1,454.86 SQFT TREES PROVIDED: TREES: 1 0 SHRUBS: 21 RETENTION-SQFT: 981.05 " [3CONCRETE EXISTING: 539.3 SQFT DGRASS-SQFT: 14,025.59 D ASPHALT -SQFT: 7,484.86 0MANGO TREE (1) .PALM TREE (3) OPINE TREE (2) 0:0 CITRUS TREE (4) C(::ySHRUB (21) c::::::mEDGE (1) W PROPOSED ELEVATION TREE REQUIREMENTS: TREES: 9 SHRUBS: 21 PARKING REQUIREMENTS: HANDICAP: 1 STALLS: 4 . . . . . TOP OF BERM 29.5' c:::::r- FLOW DIRECTION OF WATER PARKING PROVIDED: HANDICAP: 1 STALLS: 4 . STOP SIGN CERTIFICATE Of AUTHORIZATION NO. 26134 ~ ~: i' "l!s ~: &~1~11uJ a --a l-at)t)7 ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECHOBEE. FLORIDA 34973-1998 TEL: (863) 763-8546 / FAX: (863) 467-8560 EMAlL: IasmuueOearthUnk.net NOTE: 1) ELEVATIONS PROVIDED BY TRADEWINDS PROFESSIONAL SURVEYING. 2) HANDICAP RAMP WILL BE BUILT TO MEET THE ADA REQUIREMENTS. BIG LAKE TITLE 203 S.W. 4TH STREET OKEECHOSEE:, Fl.CJRIOA 34974 CONTACT: RENEE ELI.ERBEE TEL: (863) 357-0255 PRINT DATE: WN BY: CHECKED BY: 2-20-07 BYASSEE ASMUSSEN, L RE\1SIOII NO: H/A NOT VALID UNLESS SIGNED & EMBOSSED ". _ "1.1\' "^r- ~ WOVEN SILT - LOK 36- 200-P POLYPROPYLENE FABRIC OR APPROVED EQUAL TREE ~ 3' f- 9' ~ j 36" WOODEN STAKE EXISTING GROUND SECTION A-A WRAP AND FILL 12' NG STAKED SILT BARRIER DETAIL SECTION B-B ~7 S-3 A.C.S.C Asphalt Concrete EDGE OF PAVEMENT EDGE Of" PAVEMENT 2.' x 2.' 8" I imerockjsh ell base FBV of 50 psi compacted to 98% max. density per AASHTO T-180 TYPICAL ASPHALT PAVEMENT SECTION 24" STOP BAR THERMOPLASTIC (White) STOP SIGN DETAILS Note: CERTIRCATE OF AUTHORIZATION NO. 26134 Street signs shall be placed as shown on plan view using metal posts erected in concrete. Top of sign shall be 7' above centerline grade of road. Locate signs midway between edge of pavement and sidewalk. Traffic control signs shall meet all the requirements of the FOOT Manual on Uniform Traffic Con trol Devices. ~~\J1n~ o-o\~~ NOT VALID UNLESS SIGNED c!c EMBOSSED see P.G.&D 8" sub-grade FBV of 40 psi compacted to 95% density per AASHTO T-180 ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECHOBEE, fLORIM 34973-1998 TEl: (863) 763-85<46 / FAX: (863) <467-8560 ENAll: laemueseOearthlfnk.net BIG LAKE TITLE 203 S.W. 4TH STREET OKEECHOSEE. FlORIDA 34974 CONTACT: RENEE ELlERBEE TEL: (863) 357-0255 PRINT MTE: DRAWN BY: CHECKED BY: 2-20-07 BYASSEE ASMUSSEN. L HI" TECHNICAL SPECIFICA TIONSI SPECIFICA TIONS 1. CLEARING AND GRUBBING' CLEARING AND GRUBBING SHALL BE PERFORMED IJITHIN THE LIMITS OF LOT 1 IN ACCClRDANCE IJITH SECTION 110, FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT> SPECIFICATIONS. THIS SHALl INCLUDE, BUT NOT BE LIMITED TO, THE COMPLETE REMOVAL OF ALL TREES, BRUSH, STUMPS, ROOTS, GRASS, IJEEDS, RUBBISH AND OTHER UNDESIRABLE MATERIAL TO A DEPTH OF 18 INCHES BElOIJ NATURAL GROUND OR PROPOSED F"INISHED GRADE, 'JHICHEVER IS LOIo'ER. AREAS TO BE CLEARED GENERALLY CONSIST OF THE RIGHT-OF-IJAY (NECESSARY FOR LOT CONSTRUCTION AND SIJALE INSTALLATION>, CONVEYANCE S'JALES AND DRAINAGE AND UTILITY EASEMENTS. FDLlO'JING FINISHED GRADING, THE CONTRACTOR SHALL INSTALL TEMPORARY SILT BARRIERS. ADDITIONAL EROSION CONTROL SHAlL BE ACCOMPLISHED BY SEEDING AND Hl1..CHING, AS DETERMINED TO BE NECESSARY BY THE CONTRACTOR. THE ENGINEER OR CITY Of Ill<EECHOBEE. LOT SHALL BE SODDED 'JITH BAHIA TO MAINTAIN THE ESTABUSHED GRADE. IN ADDITION, DRY PRETREATMENT S'JALES SHALL ALSO BE SODDED AS DESCRIBED ABOVE. SOD SHOULD BE CONTINlJJUS BET'JEEN PRE-TREATMENT SIJALES AND SURROUNDED AREAS ALL MATERIAL REMOVED FROM THE SITE SHALl BE LEGALLY DISPOSED OF IN ACCORDANCE 'JITH lOCAL, STATE AND FEDERAL REQUIREMENTS. ORGANIC MATERIAL MAYBE BURNED ON-SITE PROVIDED THE CONTRACTOR OBTAINS ALL THE REQUIRED BURN PERMITS. ANY UNBURNED REMAINS SHALL BE DISPOSED OF" OfT-SITE IN ACCORDANCE IJITH ESTABLISHED REQUIRMENTS. THE CONTRACTOR SHALL MAINTAIN ALL STORM'JATER ON-SITE DURING CONSTRUCTION, TO PREVENT DISCHARGE IF TURBID IJATER 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 IJATER. SOME OF" THESE 'STEPS' INCLUDE' INST ALlA TION OF ADDITIONAL SILT FENCE, UTILIZATION OF HAY BALES. CONTAINMENT BERMS AND TREATMENT OF' STORM'JATER PONDS IJITH ALUM. 2. EARTHIJORK L GRADING, ALL EARTHIJORK AND GRADING SHALL BE PERF"ORMED AS REQUIRED TO ACHIEVE THE F'INAL GRADES. TYPICAL SECTIONS AND ELEVATIONS INDICATED ON THE PLANS. IN ALL OTHER RESPECTS, MATERIALS AND CONSTRUCTION METHODS FOR EARTH'JORK, EMBANKMENT, EXCAVATION AND GRADING SHALL CONF'ORM TO THE REQUIREMENTS OF F"DOT SPECIFICATIONS, SECTION 120. ANY PLASTIC OR OTHERIJISE UNDESIRABLE MATERIAL IJITHIN THREE (3) FEET OF" FINISHED ROAD GRADE SHALL BE REMOVED AND REPLACED IJITH SUIT ABLE MATERIAL. 3. PAVING IMPRnVEMFNTS, ALL AREAS PROPOSED F"OR PAVING SHALL BE CONSTRUCTED IN ACCORDANCE IJITH THE DESIGN GRADES AND TYPICAL SECTIONS SHD'JN ON THE DRA'JINGS. IN ADDITION, CONSTRUCTION SHALl BE IN CONFORMANCE IJITH OKEECHOBEE CITY REQUIREMENTS. A. ASPHALT. PRIME COAT AND TACK COAT FOR BASE COURSE. AND BETIJEEN LItTS. SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF' THE FDOT SPECIFICATIONS. PRIME COAT SHALL BE APPLIED AT A RATE .. '3" 'lALLONS PER SQUARE YARD AND TACK COAT AT A 1 GALLONS PER SQUARE YARD, UNLESS OTHERIJISE "'HE ENGINEER. 1E TIJO INCH OF '. \.11TH A MAXIMUM . ,'.. A MINIMUM . <::"'ALI llE EROSION AND SEDIMENT CONTROL NOTES CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT LEVELS OF POLLUTANTS, IJHICH MAY REACH SURFACE AND/OR GROUND IJATERS. ONE OF THE PRIMARY POLLUTANTS OF SURF"ACE IJATERS IS SEDIMENT IN EROSION. EXCESSIVE QUANTITIES OF SEDIMENT REACHING 'JATER BODIES HAS BEEN SHOIJN TO ADVERSELY AFFECT THE PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES OF RECEIVING 'JATERS, TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE THE HYDRAULIC CAPACITY. REDUCE THE CONVEYANCE CAPACITY OF CULVERTS AND OTHER CONVEYANCE FACILITES AND ADVERSEL Y IMPACT BENTHIC INVERTEBRATE AND FISH SPECIES THROUGH SILT A T A TION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE REDUCE PRIMARY PRODUCTIVITY IJITHIN THESE RECEIVING SYSTEMS. MINIMUM 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 F'IELD 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 'JITHIN SEVEN DAYS AFTER F'INAL 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 'JILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEF"T UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED IJITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF AlL STOCKPILES MAINTAINED ON-SITE, AS IJELL AS, SOIL INTENTIONALLY TRANSPORTED FROM THE SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS, NOT OTHER'JISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT. IN THE OPINION OF THE REVIE'JER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND IJILL FUNCTION TO INHIBIT EROSION. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, PERIMETER BERMS, DIKES AND DIVERSIONS IMMEDIA TEl Y FOLLOIJING INST ALlA TION. 7. SURFACE RUNOFF FROM DISTURBED AREAS, THAT ARE COMPRISED OF" FLOIJ fROM DRAINAGE AREAS GREATER THAN OR EQUAL TO ONE ACRE. SHALL 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 OUTF"ALL DEVICE OR DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOIJING THROUGH THE DEVICE FROM THE DISTURBED AREA. 8. FOLLOIJING ANY SIGNIFICANT RAINFALL EVENT. SEDIMENT CONTROL STRUCTURES IJILL BE INSPECTED FOR INTEGRITY AND F"UNCTlONALITY. ANY DAMAGED DEVICES SHAUL BE CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOf"F SHALL NOT fLO'J DO'JN CUT OR FILL SLOPES UNLESS CONTAINED IJITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL OR STRUCTURE. 10. IJHENEVER IJATER SEEPS FROM A SLOPE fACE, ADEQUATE DRAINAGE OR OTHER EFFECTIVE PROTECTION SHALL BE PROVIDED. D, SOD. A MINIMUM Of A F"OUR-fOOT 'JIDE 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 CONFClRMANCE IJITH FDOT SECTION 570. 575 AND 981. E. SEEDING, FERTILIZING AND MULCHING. ALL DISTURBED AREAS SHALL BE STABILIZED IJITH SEED, FERTILIZER AND MULCH UPON COMPLETION AND ACCEPTANCE BY THE ENGINEER OF FINAL GRADING. SEEDING. F'ERTILIZER AND MULCH SHALL BE USED IN CONFORMANCE IJITH F"DOT SECTIONS 570, 575 AND 981. HYDROMULCHlNG IJIlL BE AN ACCEPTABLE METHOD OF PROVIDING GROUND COVER, 'w'HERE SOD IS NOT REQUIRED. HOIJEVER, ESTABLISHED METHODS OF APPLICATION MUST BE EMPLOYED THE CONTRACTCIR IS RESPONSIBLE FOR ESTABLISHING A STAND OF GRASS SUF"F"IClENT TO PREVENT EROSION AND TO ALlOIJ ULTIMATE REMOVAL OF TEMPORARY SILT F"ENCING. THIS APPLIES TO THOSE AREAS NOT COVERED BY SOD (SPECIFIED ABOVE>. F. TESTINGl THE CONTRACTOR SHALL SECURE THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABCRATORY TO CONDUCT ALl REQUIRED TESTING ON SUB-GRADE. BASE, ASPHALT AND CONCRETE. lOCATIONS REQUIRED F1IR THESE TESTS SHALL BE THE MINIMUM, AS REQUIRED BY OKEECHDBEE CITY AND COUNTY. THE ENGINEER HAY REQUIRE ADDITIONAL TESTS, SHOULD ANY TEST fAIL, THE CONTRACTCR SHALL AT HIS O\IN EXPENSE, REPAIR THE DEFICIENCIES AND RETEST THE IJORJ( UNTIL COMPLIANCE IJITH THE SPECIFICATIONS IS DEMllNSTRA TED. G. TRAFFIC CONTROL. THE INSTALLATION []f" TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE TO THE REQUIRMENTS Of" THE MANUAL OF UNIF'ORM TRAFfIC CONTROL DEVICES AND CITY .. COUtHY REQUIREMENTS. 4. DRAINAGf: IHPROVMENTS, ALl LABOR, MATERIALS AND CONSTRUCTION METHODS SHALL BE IN CONFIlRHANCE TO THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS Of OKEECHOBEE CITY AND COUNTY AND F"DOT SPECIfICATIONS. TRENCH EXCAVATION AND BACK-fILLING OPERATIONS SHALL MEET OR EXCEED THE REQUIREMENTS OF F"DOT SPECIfICATIONS. SECTION 125. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BACK-fILL COMPACTION TESTING REQUIRED TO DEMONSTRATE COMPLIANCE "'ITH THIS SECTION. THE CONTRACTOR SHALL COMPLY IJITH CHAPTER 90-96, LAIJS OF F"LORIDA, IJHICH REQUIRES THE CONTRACTOR PERF1lRHING TRENCH EXCAVATIONS OVER fIVE FEET IN DEPTH TO COMPLY IJITH ALL APPLICABLE TRENCH SAFETY STANDARDS AND SHORING REQUIREMENTS AS SET FCRTH IN THE DCCUPA TIDNAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) EXCAVATION 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 []f" COMPLIANCE 'JITH THIS REQUIREMENT SHALL BE INCLUDED AS A SEPARATE LINE ITEM ON THE CONTRACTOR'S BID. OTHERIJISE, THE CONTRACTOR CERTIFIES THAT THE COST OF COMPLIANCE IS INCLUDED IN THE UNIT COST OF' ALL ITEMS l:F IJORK, IJHIGH THIS REQUIREMENT APPLIES. 11. BEFORE SIJALES ARE MADE OPERATIONAL, COMPACTION AND SODDING OF THESE AREAS SHALL BE COMPLETED IN ACCORDANCE IJITH THE PLANS, OKEECHOBEE CITY. 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 IJORKING DAY. 14. IJHERE 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 SEDIMENT CONTROL DISPOSAL AREA. STREET 'JASHING SHALL BE ALLOIJED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS, AS IJELL AS, TO LARGER AREAS UNDER CONTRUCTION. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED IJITHIN 30 DAYS ArTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEIJER. DISTURBED SOIL AREAS, RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES, SHALL BE PERMANENTLY STABILIZED TO PREVENT fURTHER EROSION AND/OR SEDIMENTATION. 16. PROPERTIES AND IJATER'JAYS DOIJNSTREAM fROM THE CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 17. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL fOLLOIJ THE REQUIREMENTS IN INDEX NO. 101, 102 AND 103 Of" F'DOT ROADIJAY AND TRAFFIC DESIGN STANDARDS. 18, THE REVIEIJER MAY APPROVE MODIFICATIONS OR ALTER THE PLANS FOR THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. 19, CONTRACTOR SHALL BE RESPONSIBLE FOR THE SILT BARRIER DURING THE CONSTRUCTION OF THIS PROJECT TO MEET THE REQUIREMENTS OF SFIJMD L FDEP. CERTIRCATE OF AUTHORIZATION NO, 26134 ASMUSSEN ENGINEERING LLC POBOX 1998 OKEECHOBEE, FLORIDA 34973-1998 Tn: (863) 763-8546 / FAX: (863) 467-8580 EMAlL: IalmuaeOearthrmk.net ~'~~ J ~I-~l BIG LAKE TITLE 203 S.W. 4TH STREET OKEECHOBEE, FlORIDA 34974 CONTACT: RENEE. ELlERBEE Tn: (863) 357~ PRINT DATE: I DRAWN BY: I CHECKED BY: 2-20-07 BYASSEE "" ""'_ N.T.S. 4 OF 4 NOT VAUD UNLESS SIGNED &: EMBOSSED . ' . . , Ln . r--: (Y) , "<;J" . .. BOUNDARY & TOPOGRAPHIC SURVEY PREPARED FOR RENEE ELLERBY & GLENDA BELLAMY ~~ o 15 30 1""1....1""1....1"..1.".1,,,,1.,,.1 SCALE IN FEET MAP SCAlE; 1 INCH = 30 FEET -llHV T I I - It EDGE OF ASPHALT ~':> '7" o .,; '" <J' '7" --,-- "," ~. 'V CPP CONCRETE SIDEWAlK r: BENCHMARK POUND l' IRON PIPE (NO 1.0.) J 0.5' s. ole 0.2' E.. ELEV. 28.61' (NGVD 1929) SET 5/8" IRON ROD ole CAP "KAB LS 4820" ~ ~ ~~") SEPTIC '\. TANK -..,. <0 N ..,. .-.. 0.. '-' 0 0 U) .-.. U '-' r<) ci U) 3: f'. "0 , p "'. 0 0 l.fJ C> r CONCRETE LOT~ WT5 WT4 :;:: LOT 3 "0 o o o z GRAVEL DRIVEWAY ~ L ....~ ~~ :::;en L.Jo ~a. L.J ",' ~'" !::m :l", ....0 :::>~ --1_ ~ 15' ALLEY llHV llHV llHV .0- EAST 15G.00'(D) N 89'59'49" E(C) =-- llHV~ llHV P.O.B. (ORB 153, PG 505) (LESS PARCEl) N 89'59'49" E WEST(D) N 89"59'49. E 150.00'(C) 119.71' P.O.C. (ORB 153. PG 505) (LESS PARCEL) N. W. CORNER OF LOT 6. BLOCK 185 (;\ M.J...>S!~o..~ <P' lb' ~",' p~ ~. O,:).,'\- " ;;:,' ",0; C, N.E. CORNER Of LOT 6, BLOCK 185(P) SET 5/B" IRON ROD ole CAP 'KAB LS 4820" LOT 6 E'L Y. UNE OF LOT 6 BLOCK 185(P) L-1: N 89"59'49" E L-2: S 39"01'12" W L -3: N 39"01'12" E L-4: N 00"00'11" W I -~. N RQ"SQ'A.Q" I=' OLD SEPTIC TANK S. W. 4TH STREET FIFni A VENUE(P) 100' R/W GRASS MEDIAN "," '7" N.E. CORNER Of. BLOCK 185 SET 5/8" IRON ROD ole CAP 'KAB LS 4820' ()() <V>. EDCE Of ASPHALT W 99.96' 2 O' S"L Y UNE Of LOT 1 BLOCK 185 Y LOT 1 / "Ii;, .~y . ,,,,/:,,) .c)o '> ,,;0, ..,.. 2.0 '" .,; n L.J ~u "'z OL.J ....0 Vliii _L.J '" io N n , , , , L__J '" '" 5.1' n '" 29,6' - - 45.9' --- / Q ABANDONED NORTH CURVE STREET ole FLORIDA EAST COAST RAILROAD PARCEl N 89'59'49. E 99.99' N 89"59'49" E 107.55' SET 5/8' IRON ROO &: CAP 'KAB LS 4820" 36.36' 9.65' 12,00' 9.33' A'? AA' ~ ~o '7" FOUND BOAT SPIKE (NO 1.0.) / /_Jo 0,' llHV llHV- ~ .-.. 0.. - '-' <0" <01[) Nr-: ~U) :;:: .-.. ,U (0 '-../ .0<0 5(0 or-: au) z ~ '\. r~ ~' to co ,.-.: ..,. IX) 'J. o ~. 'l \ p o ?, Z C> r TOTAL PARCEL CONTAINS :f:O,54 ACRES CONCRETI: ~., r K UNE Of NORTH CURVE SlREET ~ .. ::I: n. VI :> -< ::I: "- U 0 0 ~ (0 ~I o o z :> r o 0" a o WPP (ABANDONED) TELEPHONE BOX ~ ~ ixJ .0 5 o o z 0" 'g 0:: o Z WA TER METER ''>0 WPP L.J o o L.J --1o,~ V w =:)IL Zf:::' w w > w <.( go 01: ~I~ 3i ~ u) :>:: 'f 1'0 0" llHIo' llHV ~ "0 l:ri If) D;;C~/PTlON: reo" ~;:,';~) ,,,.,,....., ,,:;:~)"'"~.~ ~.'''''''"'.;''"): LOT " BLOCK 185. TOWN OF OKEECHOBEE. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5. PAGE 5. OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA (FORMERLY RECORDED IN PLAT BOOK 2 PAGE 17, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA), TOGETHER WITH THA T PART OF ABANDONED NORTH CURVE STREET AND FLORIDA EAST COAST RAILROAD RIGHT OF WA Y DESCRIBED AS FOLLOWS: FROM THE SOUTHWEST CORNER OF LOT 7, BLOCK 185. TOWN OF OKEECHOBEE. RUN EAST ALONG SOUTH BOUNDARY LINE OF LOT 7, TO THE SOUTHEAST CORNER OF SAID LOT 7 FOR POINT OF BEGINNING; THENCE EAST ON EXTENDED LINE TO THE INTERSECTION WITH THE WEST BOUNDARY LINE OF KISSIMMEE STREET; THENCE NORTH ALONG SAID WEST LINE OF KISSIMMEE STREET TO INTERSECTION WITH THE NORTH LINE OF NORTH CURVE STREET; THENCE SOUTHWESTERL Y ALONG THE NORTH BOUNDARY LINE OF SAID NORTH CURVE STREET TO THE POINT OF BEGINNING; LESS THE FOLLOWING: FROM THE NORTHWEST CORNER OF LOT 6, BLOCK 185. TOWN OF OKEECHOBEE, RUN THENCE EAST ALONG THE NORTH LINE OF SAID LOT6 A DISTANCE OF 150 FEET FOR THE POINT OF BEGINNING; THENCE RUN SOUTH ON A LINE PARALLEL TO WESTERN BOUNDARY OF SAID LOT 6 A DISTANCE OF 100 FEET; THENCE RUN EAST ON A LINE PARALLEL TO THE NORTHERN BOUNDARY OF SAID LOT 6, TO THE WEST BOUNDARY OF KISSIMMEE STREET; THENCE NORTH ALONG SAID WEST LINE OF KISSIMMEE STREET A DISTANCE OF 100 FEET; THENCE RUN WEST TO THE POINT OF BEGINNING. (NOTE: THIS DEED, WHICH WAS ORIGINALLY RECORDED IN ornCIAL RECORDS BOOK 15.3, PAGE's 505 &- 506 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, HAS BEEN CORRECTED ON THIS SURVEY TO SHOW THE CORRECT PLA T BOOK AND PAGE.) AND EAST(O) N 69"59'49" E 150.04'(C) EAST (D) N 89'59'49" E 200.79'(C) 1 II o z LOT 2, BLOCK 18.5, AND THE NORTH ONE-HALF (Nl/2) OF ABANDONED ALLEY LYING ADJACENT TO SAID LOT 2 CITY OF OKEECHOBEE, ACCORDING TO THE PLA T THEREOF AS RECORDED IN PLA T BOOK .5, PAGE.5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA (FORMERLY RECORDED IN PLAT BOOK 2 PAGE 17, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA). (PREPARED BY SURVEYOR) PROJECT SPECIFIC LEGEND: UTS = TELEPHONE PEDESTAL CPP = CONCRETE POWER POLE nPP = WOOD POWER POLE PROJECT SPECIFIC NOTES: 1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE CALCULATED(C) AND MEASURED(M). 2) SITE ADDRESS: 203 S. If. 4TH STREET. 3) PARCEL ID: 3-15-37-35-0010-01850-0010 &- 0020. 4) F.!.R.M. ZONE- ZONE UNDETERMINED, PARCEL LIES WITHIN THE OKEECHOBEE CITY LIMITS. 5) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL CONCERN. 6) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 7) DATE OF LAST FIELD SURVEY: 02/15/07. 8) THE ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). t. FOUND BOAT) SPIKE (NO 1.0.) ~ S. W. 6TH STREET (f) (f) STANDARD NOTES: No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the surveyor. The survey depicted here is prepared exclusively for those parties noted. No responsibility O::r: or liability is assumed by the surveyor for use by others not speCifically named. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4820. There are no visible above ground encroachments except as shown. )> fTl No attempt was made to locate underground improvements and/or encroachments (if any) as part of this survey. This survey was prepared in accordance with minimum technical standards established by the Florida Board of Surveyors and M ~ Mappers (Chapter 61 G17-6. F.A.C.) pursuant to Section 472.027, Florida Statutes. . . . PREPARED FOR lHE EXCLUSIVE USE OF: Z RENEE ELLERBY -: 9 GlENDA BEllAMY ~ SEACOAST NATIONAL BANK II -" I FIRST AMERICAN TITlE INSURANCE CO. BIG lAKE TITlE COMPANY. INC. TRADEWINDS PROFESSIONAL SERVICES, INC. SURVEYORS AND MAPPERS 200 S.W. 3rd Avenue Okeeehobee, FL 34974 Tel: (863) 763-2887 fS~"-d'(' A:- tS~ j Kenneth A. Breaux, Jr. (PSM 4820) Certifica.te of Aulhonza.l1on No. LB 6719 (N 00 ~'l CK KAB KAB KAB DESCRIPTION BOUNDARY SURVEY REVISE LEGAL DESCRIPTION TOP 0 DWG. DATE 11/21/06 01/31/07 02/15/07 BY WC we we EARlNG REHRENCE: -" E CENlERIJlE CF S.W. 2ND AVENUE IS TAKEJol BEAR NORTH 00"01'08' WEST FE /PG: FILE: 197/39,-41, 202/72 20527 SCALE: 1 n = 30' JOB NO: 20527 .) LEGEND @-Set Iron Rod and Cap TWPS 6719 .-Found CM .-F ound Iron Rod (and Cap) @ -Found Pipe (and Cap) ABBREVlA TIONS ~=Baseline; BM=Benchmork; <l=Centerline; C=Colculated; CATV=Cable TV; CM= Concrete Monument; CONC=Concrete; D=Deed; 6=Oelta or Centrol Angle; E=East; E'LY=Eosterly. E/P=Edge of Pavement; ESMT=Easement; F.LR.M.=Flood Insurance Rate Map; FND=Found; IP=lron Pipe; IR&(C)=lron Rod (and 10 Cap); L=(Arc) Length: M=Measured; MH=Manhale; N=North; N'L Y=Nartherly. NGV(O)=Natianal Geodetic Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; If.=Property Line; P=Plat: PC=Point of Curvature; PCC=Point of Compound Curvoture: PCP= Permonent Control Point; POB=Point of Beginning; POC=Point of Commencement; PRC=Point of Reverse Curvature; PRM=Permonent Reference Monument; PT=Point of Tongency. PU&D=Public Utilitiy and Droinage; R=Radius; R/W=Right-of-Way. S=South; SLY=Southerly. T= Tangen 1:. la=Telephone Splice or SWitch Box; W=West, W'L Y=Westerly. UTIL=Utilify(ies); ~=Spot Elevation based on indicated Datum. 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: _Adron Fence Lot 20 - City of Okeechobee Commerce Park Applicant: _Mr. Travis Chambers Property Owner: _TRC Investments, LLC._ Description of project: _This project consists of the development of Lot 20 in the City of Okeechobee Commerce Park, including one building (20250 square feet), associated parking, driveway areas, open space, drainage, and water and sewer services. Proposed use(s) for the entire building: _The building will be used as a manufacturing facility, storage facility, and as an office building for Adron Fence. Number/description of phases: _Project will be completed in one phase. Location of/Directions to the project: _Lot 20 is located on the Southwest corner of NE 12th Street and NE 12th A venue in Section 15, Township 37S, Range 35E Existing improvements on property: _N/A Is proposed use different from existing or prior use? eX _Yes) (_No) (_N/A) Total Land area in square feet: or acres:_3.53 AC Existing impervious surface: square feet _O.OO_acres _0.00_% of site Additional impervious surface: square feet _1.74_acres _49_% of site Proposed total impervious surface: square feet _1.74_acres _49_% of site Source of Potable Water:_O.D.A._ Method of sewage disposal: _Connection to existing sewer main in NE 12th Street. Current zoning: _Industrial_ Current Future Land Use: _Industrial Parcel identification number: _3-15-37-35-0020-00000-0180 Application for Site Plan Review Name of project: _ Adron Fence Lot 20- City of Okeechobee Commerce Park Applicant: _Mr. Travis Chambers, (TRC Investments, LLC.) Address: _2762 NW 4th Street Okeechobee, FL 34972 Phone: _(800) 282-5172 Fax: Other phone: _(941)763-6255 Contact Person: _Mr. Travis Chambers Address: _2762 NW 4th Street, Okeechobee, FL 34972 Phone: _(800) 282-5172 Fax: Other phone: _(941) 763-6255 Property Owner: _Mr. Travis Chambers (TRC Investments, LLC) Address: _2762 NW 4th Street Okeechobee, FL 34972 Phone: _(800) 282-5172 Fax: Engineer: Raymond Davidson, P.E. Address: _3550 S.W. Corporate Parkway Palm City, FL 34990 Phone: _(772) 286-3883 Fax: _(772) 286-3925 Surveyor: Steven W. DeHays, PSM (DeHays Design) Address: _606 W. North Park Street Okeechobee, FL 34972 Page 2 Phone:_(863) 467-8889 Fax:_(863) 467-8111 --".. ~ " 1111I11111111111I11111 11I11 11I111/11111I1111I111111I111I111I ~~LE NUN 2006019041 O~ BK 00616 PG 0267 SH~~ON_ROBERTSON, CLERK OF CIRCUIT COUPl uKLECHUBEE COUm'( f FL ~1}i.:g~g~'i~G!. ~~I~~/'il{I~;olJ?: n: 1 1. hi DEED DOC 3r927.00 RECORDED BY N Arnold P9S 0267 268; C2P9S) THIS INSTRUMENT PREPARED BY AND RETURN TO: Lake Okeechobee Title Inc 2 I 0 NW Park Street Olceechobee, FI 34972 Property Appraisers Parcel Identification (Folio) Numbers: 3-15-37-35-0020-00000-0180 SPACE ABOVE THIS LINE FOR RECORDING DATA TillS WARRANTY DEED, made the 15th day of November, 2006 by City of Ol<eechobee, A Municipal corporation existing under the laws of the State of Florida,herein called the grantor, to TRC Investments, LLC, A Florida Limited Liability Company whose post office address is 2762 N. W. 4th Street, Ol<eechobee, FL 34972, hereinafter called the Grantee: (IVherever used herein the terms "grantor" and "grantee" include a/l the parties to this instrument and the heirs, legal representatives and assigns o/individuals. and the successors and assigns 0/ corporations) WIT N E SSE T H: That the grantor, for and in consideration of the sum of TEN AND 00/1 OD'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in OKEECHOBEE County, State of Florida, viz.: Lots 18, 19 and 20 and that road and cul-de-sac lying between Lots 17, 18, 19 and 20 vacated by the City of Okeechobee, Okeechobee Commerce center according to the plat thereof as recorded in Plat Bool< 7, Pages 10-14, public records of Okeechobee County, Florida. Subject to easements, restrictions and reservations of record and to taxes for the year 2006 and thereafter. 'i TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land ana will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2005. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. Signed. sealed and delivered in the presence of: g-~ Wim 55 # I Signature ./3A~'" ~~ ."..rv-I ~'f.... STATE OF FLORIDA COUNTY OF OKEECHOBEE The foregoing instrument was acknowledged before me this 15th day of November, 2006 by James E. Kirk, Mayor of City of Okeechobee on behalf of the corporation. He/She ie::""(jersollarrY:::known to me or has produced as identification. SEAL ~~~ f~A:~ ~.....~. ./Ir"f'i\ MEUSA M. EDDINGS MY COMMISSION 1/ DO 403572 EXPIRES: March 7,2009 Bonded 1l1I\l Notary Public Undarwrlllfl i!llf)~}; ) ~ddrit 1>) Nota Signature My Commission Expires: M fl!tSQ N. [ctd~i1A5 Printed Notary SignatureJ J ( '~ I~ ~< 20C -.! 112ft? Adron Fence - Lot 20 O!{eechobee Commerce Center EXHIBIT 1 Aerial Map 8-,','.' r 1 - .1. -~!:r'" L _.w-: O 37 SOUTHERN LIVE OAK 3D' CENTERS B8.B o 180 SANDANKVlA VIBURNUM 3' CENTERS 3-gQI N.E. 12TH ST. TRC INVESTMENT GROUP ---IR A V I S 8c /ill ~ ~ r: I:ilJ.MB..E.R ~ LANDSCAPE PLAN TRC INVESTMENTS OVlENS ALL ADJACENT PROPERTY OTHER THEN 112TH AVE AND ST.(MAINTENANCD LJ > ~ :I: I- C\J .... w Z PLANT LIST Broadleaf Evergreen Quantity Scientific Name Common Name Plant Size 37 Quercus V irginiana Southern Live Oak B&B Shrub Quantity Scientific Name Common Name Plant Size 180 Viburnum Suspensum Sandankwa Viburnum 3 Gallon LANDSCAPE SPECIFICATIONS Landscape specifications shall be as outlined below. An item or procedure not mentioned below shall be as specified in the LANDSCAPE SPECIFICA nON GUIDELINES published by the landscape contractors association latest edition. PLANT MATERIALS The Landscape contractor shall furnish and install and/or dig, ball burlap and transplant all of the plant materials called for on the drawings and/or listed in the plant schedule. PLANT STANDARDS All plant materials shall be equal to or better than the requirements of the American standard for nursery stock latest edition as published by the American association of nurserymen herafter referred to as AAN standards. All plants shall be typical of their species and variety, shall have a normal habit of growth, and shall be first quality, sound, vigorous, well- branched and with healthy, well-furnished root systems. They shall be free of disease, insect pests, and mechanical injuries. All plants shall be nursery grown and shall have been grown under the same climatic conditions for the location of this project for at least two years before planting. Neither heeled in plants nor plants from cold storage will be accepted. Collected plants or transplanted trees may be called for by the landscape architect and used, provided, however, their locations and soil conditions will permit proper balling. PLANT MEASUREMENTS All plants shall conform to the measurements specified in the plant schedule. All plant material shall generally average the median for size ranges indicated in the plant schedule and as indicated in the AAN standards. PLANTING METHODS All proposed plant material that meets the specifications in the preceding sections are to be planted in accordance with the following planting methods during the proper seasons as described below. PLANTING SEASONS A professional HorticulturistlNurseryman shall be consulted to determine the proper time, based on plant species and weather conditions to move and install particular plant material to minimize stress to the plant. Planting of deciduous material MAYBE CONTINUED DURING THE WINTER MONTHS provided there is no frost in the ground and frost-free topsoil planting mixtures are used. DIGGING All plant material shall be dug, balled and burlapped (B&B) or bare root in accordance with the "AAN Standards". EXCAVATION OF PLANT PITS The landscape contractor shall excavate all plant pits, vine pits, hedge trenches, and shrub beds as follows: All plant pits shall be generally circular in outline with vertical sides. The tree pit shall be deep enough to allow UB of the ball to be above existing grade. Plants shall rest on undisturbed existing soil or well compacted backfill. The tree pit must be a minimum of nine (9) inches larger on every side than the ball of the tree. If areas are designated as shrub beds or hedge trenches, they shall be cultivated to at least 18' depth minimum. Areas designated for ground covers and vines shall be cultivated to at least 12" depth minimum. STAKING. GUYING. AND WRAPPING See the Landscape Specification Guidelines PLANT PRUNING. EDGING. AND MULCHING Each tree, shrub, or vine shall be pruned in an appropriate manner to its particular requirements, in accordance with the accepted standard practice. Broken or bruised Branches shall be removed with clean cuts made on an angle from the bark ridge to the branch collar, no flush cuts, to minimize the area cut. All cuts shall be made with sharp tools. Trim all edges smooth, no tree wound dressings shall be applied. All trenches and shrub beds shall be edged and cultivated to the lines shown on the drawing. The areas around isolated plants shall be edged and cultivated to the full diameter of the pit. Sod which has been removed and stacked shall be used to trim the edges of all excavated areas to the neat lines of the plant pit saucers, the edges of shrub areas, hedge trenches, and vine pockets. After cultivation all plant materials shall be mulched with a 2"-3" layer of tan bark, peat moss, or another approved material over the entire area of the bed or saucer. SEEDING AND SODDING All seeding and sodding shall be as per the LANDSCAPE SPECIFICA nON GUIDELINES. C:10l<N CJI" =- SAW.. SOAU. EEt-R SA'.f: Q<=--A TC', 'c<I sx:;:.< LOCA"?! A'D-O< STAXi: o' AWAY ~l T:<e WoN:; CN 50!: 0Jf' I'~'JA'..NG WN;J). .,.. I<AL l<(Jo\; S-~ 0:1 AcceP"AaE wOf'..i:lI'lN 5I.eSr.n.:T~ A'D->O:l '"I<M.. T P.A~ft!'N ~ 70 STAiCE 'I_,n-t Tc= ~.s S!1 9AS!! cP "l<I.N<: AS SA.\fE <;<ADE AS N NJ<SEl<Y :;. MN'N\' CO" .~u.o... '~A':"C 501. SAJ:S wm. TOl"5Ol. (~'N 6"l FO..O ~ CQ O..:T 1M) I<evlOVE TcP 113 cP' a.nAP F rc;.~AO"eu: \/'1f2"-= 1$ ~'SeO J<'I:Io.'C....5 ,C'ALLl' C()l,f>AC~ 'CP5QL MX CQ O.cAN SUiiSOL g~ftJ~ ~ ,0 CC<<~I Pe:leS7AL A'SJ "'<E,'B'<'" /'-"\ EVERGREEN TREE ----- I ..- '..J SECTlON 08A4H NTS ~~ I. oc:.mlACTOQ -0 ;;'EGIi!A:)E. so:) 0:1 ~ A.'-D ~AW /,f..\.O-l AL.. AJ<EAS OISRI<'!lED AS A ~T CF '-IS eel \.S! ~ 1. ~ STAIa!S 1"0 BE! USi:D ON -r::cees J> r.J 12' N~. UIliGI51 TllE!!S M.J5'" ae GURD. 3. va CF ~T !!AU. TO ae I>EJf:NE f'N5I.EO ~AO:; A. 00 NOT COVEl< CROHN CF I100T ElAU.. !~ 71<eES Vol-IO-l All!: TlGI-m. Y SPA::ED SW<U.. I'e TED TCJGe"rI..S N eN: CO'o"TN.JCUS BE!O. l!. TIi""...!!S Wo.!Cl-l AI<e LOCA"'B:I Wl'T\.lI'; 4' CF AN ADJACefT SI-QlB BED s-lAll '-'Ave 1'\.601 fo.U.Cl-EO AIlIOA .~ \/'lIT..; n.e I.u.CI-eD EEl) a< ~ s-..es. ./""--- ~ W"/J.P MAN TaN< " ;u;El61 '-'OS!: 2X2 ~'NOOO STAc:::. see BALThlOi'E-'IlA$.aGTCN ,A.'IXlSCAI'E 5i"5CFCA11OlIS ~"'S FOf;! ~ "> ~~ ....____- -.' G/'LVA.'lZED 'o'/J/e, 0<:X..B.e ~IM) TMSTEO. 5!:1: ______ eALTh'.oIlE-WAs;.N;TCN I,.A.'DDSCM'!! ~.cAnCNS ___ ~ FCQ ~ aPF'CI<T 5Cl-e01..LE ... I!l.ACK c=.JGA TeD FtASr.C P<>E :;' MJ...D4 SOL MIX ____ ~ :r 5ALCE12 f;.;IOJoD r.<e: _~~ ~-- ~TNG <=DE .;-/ l1l!MO'Ie -ry;> V3 cP A;L aR.AP FA!R\:: A!;o,.N) I100T eALL COMPACTS) MOl1ID TO PI<E'$; T1<EE liEf1U'\G ((i MN l..eG.m -- ~T STA!C:ES EXTEl'05O TO Fil<".I EEA~ ,r--\ SINGLE STEM TREE PLANTING I --- " ) SECTlON ",-... 08A-OSI NTS t02.~ L E!!!D5 SMCOT\-t.Y Ca.TCil.R.:D '(/I CleA'l...Y ~ !:OGeS. I!OQ!S O..J<....'JEAI< EXCEPT AS NOTID CN FtAN 2. PI<Cf'OSCO a:oS LAID OJT CN SITE A"S) ~'iEO BY 0't'N!R, po =..ESTEl) BY C'Io/NSl ~ 1i1!:/,lOVe 70P V3 CF' AU.. aR..AP I"AEII<'C AI<OJ'O <OOT BALl.. 4. CCM"I.ETE\..'I' I<eMOVE ALL Si'0\GS.~, t..'D TAGS F'QO.... T..;e FtANT. !;. SCAQFT I100TS 0'1 POT BOC..I\O ~"'ITS 6. "'....ANT sPACNG VA'1eS .. :see P.ANr SC>-eI:IU..!:l 7 ALL SI-I<\.eS TO EE F\.Jl.!l.1l!O N t,U...::s-8) eeos a Pl<'J'E ALL ~ OIS!!!AS!:D. AN) WEA< 9QA."O-eS. 9. AU.. El!!)S TO EE EXCA....AT!!) 01' AU.. i:X!STNG SCI. "-0 ~ :::eP~"" E aA~~ '.'In-! J:!e~ SOl.. '.f)( 10. SOL MIX. 213 TOPSCt.. E ~'3 QQGA."ot:: /'IATTBl. ~ T:Y =5 seo Wf'!lol 10-6.... FS!Tl.lZS1 AT n.e QA'E 01' !l LUll. F'elO' ':;0 SF. O!" eeo Ala'A. ,3" M..J...O- / ,...... EXlSTNS ~t..ce , j /--"\ SHRUB PLANTING BED .: SECTlON ....---/ 08-A-OJ I NTS -------- TRA.CT " 65' 11/1( R--4" ------- ---------- -- ~ ~'? -- -- '-; ------- -- QRVEy OR LOTS 18. 19 AND 20, CITY OF OKEECHOBEE COMMERCE CENTER. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7. PAGES 10 THROUGH 14. OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY. FlORIDA. AND: ' A PORTION OF TRACT "R-l". LYING BETWEEN LOTS 17 THROUGH 20. CITY OF OKEE- CHOBEE COMMERCE CENTER. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7. PAGES 10 THROUGH 14, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 17 OF SAID PLAT; THENCE S90100'00"E ALONG THE NORTH LINE OF SAID LOT 17. A DISTANCE OF 258.88 FEET; THENCE N89"45'25"E ALONG SAID NORTH LINE. A DISTANCE OF 264.11 FEET TO THE NORTH- ERLYMOST NORTHEAST CORNER OF SAID LOT 17. ALSO THE POINT OF BEGINNING; THENCE CONTINUE N89"45'25'E. A DISTANCE OF 150.00 FEET TO THE POINT ON THE ARC OF A NON-TANGENT CURVE. CONCAVE SOUTHEASTERLY (SAID POINT BEARS NOO'14' 35'W FROM THE RADIUS POINT OF THE NEXT DESCRIBED CURVE); THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 45.00 FEET. AN ARC LENGTH OF 70.69 FEET, AND A CENTRAL ANGLE OF 90'00'00' TO A POINT OF TANGENCY; THENCE SOO'14'3~E. A DISTANCE OF 68.32 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 52.00 FEET. AN ARC LENGTH OF 32.57 FEET. AND A CENTRAL ANGLE OF 3~52'57" TO A POINT OF TANGENCY; THENCE s36"07'32'~ A DISTANCE OF 81.94 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 1030.00 FEET. AN ARC LENGTH OF 58.54 FEET. AND A CENTRAL ANGLE OF 03"15'23" TO A POINT OF REVERSE CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 52.00 FEET. AN ARC LENGTH OF 43.72 FEET. AND A CENTRAL ANGLE OF 48"10'07" TO A POINT OF REVERSE CURVE CONCAVE NORTHERlY; THENCE SOUTHERLY. WESTERLY AND NORTHERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 78.00 FEET. AN ARC LENGTH OF 383.45 FEET. AND A CENTRAL ANGLE OF 281"40'02" TO A POINT OF REVERSE CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 52.00 FEET. AN ARC LENGTH OF 48.99 FEET. AND A CENTRAL ANGLE OF 53'58'31" TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 970.00 FEET. AN ARC LENGTH OF 47.05 FEET. AND A CENTRAL ANGLE OF 02'46'45' TO A POINT OF TANGENCY; THENCE N36'07'32"W. A DISTANCE OF 81.95 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTH- EASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 112.00 FEET. AN ARC LENGTH OF 70.14 FEET. AND A CENTRAL ANGlE OF 35"52'57" TO A POINT OF TANGENCY; THENCE NOO'14'35"W. A DISTANCE OF 68.32 FEET TO THE BE- GINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 45.00 FEET. AN ARC LENGTH OF 70.69 FEET. AND A CENTRAL ANGLE OF 90'00'00' TO THE POINT OF BEGINNING. SCALE: 1" = 60' FB/PAGE:6T37NE/39 FLD. DATE: 11/20/06 DRAWING ,: 494C (2) JOB.: 06-042-5 CALCS: SWD DRAWN: KD/CAD REV I 5 IONS: CERT I FY TO: .ADRON FENCE co. ~~ "- ~ ~. "- '0 '0- ',; 11"'27 99. 92' "- ~. "- ~ ~ ":> ~ "- ~. "- -- ,4",sc ":> ~. "- '0 ~"--L ~ '- ~-l_ \ ~~ ~ ~. -- -- ----------- -- ....... ~ ~'?----------- t::..<lB ....... O~Ro CO-"1~ If., QRVEYCR MOTE(;: 1. Bearings shown are relative a N89"4S'2S"E along ~Line Lot 2. This survey is based on infor provided by the custoler/agen search was lade of publ Ie rec thIs office to verify or deny easelents.or right-of ways. 3. No visible Dr underground lip has been located except as sh 4. This survey Is not val id with the signature and the orlgina raised seal of a Florida Llee Surveyor and Mapper. 5. AccordIng to FIRM lap dated 2 panel . 120177 0200B. parcel In Not Included Area of CIty I Flood Zone C. per Okeechobee Planning & Zoning Departlent. 6. There may be additional restr that are not recorded on this that lay be found in the Publ SHEET -~~ to .~ (;TEVEM W. DEHAY(;. P(;M .5178 LB.6A95 TI OF TI VAL\!8; ~v HYORArtT NAIL Fd.t1 PC w/Dis!: No. 3110 , 0\_ C:>,. D- o c.5 ....- ~ NAIL Fd.w/Ols!: ~ No. 3110' : ..v", E - ~ - -0- ~ L.....~O;, ~ ~. ..v E I ~ ~ -------------~ -~~~- .'45. 00' "90' 00' 00' "70. 69' ( C, PJ \ V / ~ HBF w/Cap Jl'. ( ~ci~ No. 517B [l PC ,,, 0: ' j-l0'UlILln I ~ ~ I I TO BE RELEA ~N 36' I~: < ~I \ to PALM. 0 '-<-' RBF w/Cap \ I No. 5178 t1 PT Ql S' \ \ \ OAK \ R=112.00' A=35'52'27' A=70.13'(C) \.:\. \ 11=112.00' A=35'52'57' A=70.14'(P) 6b_~ \ \ ~?!-. -<:7 \, 1;>' ~ Yr.. \J ,'/'- \, \ r- PC Not Set /'\ ~ ~ \ i'5 0' <:5'0 \, <%- i? c.tJGJ (.Q 0_ ~~ \, ~~ 'f- V' ~ /' ... w 'C> ~# 1; . ~ ;:: ~-y -r \</ g:=; Rm w!Cap ~~ R~97000' .'1=1'49'31' A=30.9Q'(C,Pl\ No.~178 \ ~ ' L- ~ -0' - - - N89'59'53'E 329. 64'(F) N90'OO'OO'E 329.49'(~ - - ~ RBF w/Cap ~ NO.517B / RBFW/~t--~'-----0~---~ N66'20'01'W 37.02'(F,Pl NO.517BPc.D~ \, ~~ \ ....::w :z: en ~~ ) Cl >- _ r- =- -' --' '\ ~v BO'R/H - ASPHALT ~- N89045'12'E 339.10'(F) NB9'45'25'E 339. 11'(P) TRACT 'R- 1 ' ~ iv +- - Na9' 45' 25' E 264. 11' (C, P) LOT \7 VACANT r- ~ ~ 0;,' -.;: ~ ~. ",; A -p; >0 :-\ ~~ ~ s~ 'Q'.... ,~ ;;-~ C:J f;:). '" ~ ~ ~'t- "\. ED "> 't. ~. '.: ~ ~. LOT \8 VACANT "\ 0' -0~ ~ 0;-..r, \-c-',i o (~; \ I \\ \\ ~~ v' ~ "\. "> 1:j~ V '\ ---~~ ~ ~ ~ v~ v~ - -~~ 'AVE.--~--- ~~._------.- ~ ------- ~ '0 ~ --~- Q.E----~- Nag; 45' 25' E (ASSUMED) 576.04' (F) 1;- 576. 21' (P) ~-- -v.- ~. to'UTlLlTY EASEMENT~' _ ~ - - - ~'- ------------- I ~ '"" ~. '""..>- '-r' '"" ~ '-<-0 C~. MULTIPLE OAK<; 'AVE.' H ~~ ~ ~ ~. "- v' ,1' '>.K LOT '20 VACAfiT ~ ~. '" v <r, '(,\0.- \ ~ ~. 1; \ ~ '\. '- '\ ~,,-. ~ v' ~ -- /' /. --- -= =-\ \ \ \ \ \ \ \ \ \ \ \ . I ~ ~. '..-: ~ ~. <0 <0- ... ~ v' "\ To N. E.t2th STREET '\- --~ n_____~x--x ~ RAIL "\ ~ -v.- I I I~ "> ~ ~. 10 ~ cu r-- 1= I~ to' UT I L I TV EASEMENT J~ I~ I~ l~ <D I~ (f) I I I ~ ~. 't. ~. L.~ <'lY RBF w/Cap No. 3110 ~ ~~. !tl o I- ~ { t ,~ -b)~' I I I I I I I I I I fg en I~ i I l' j~ RBF w/Cap No. 3110 .- ;z lJJ ,\' <>> ~ '- ',,- ,_ Ul= \ ,~ ~~ ~ ~ >~ ~ ------- ~~ ~ ~ --'= ~ "- ~~ ~ ~ ' " '\ s:= , '\ '-- _ _ _ _ _ _ _ ..--l __'--,-- ~- 1>0\ ~---~---T~- 2.1' \ \ V'-b' \ OAK \ \ It; II. 25 A~+/~ I / / // / // -b~~~ 0.. ~ fo C::, I : ~ m . m "-' I-- ~ U to <( - Q:': g I-- <n <0 -b ~. I~ I~ I~ "> ~. ~'\ ~. f o l- e, ill =:I r:. ill ::> <( 3= --- I c:: 0 l- on C'l ill r. \\ \\ - ! \ \ \ \O'UlILITY USEMan ---I r 10 BE RELEASED \ \ \ ~~ \ \' \ \ \ \ \ \ \ \ ~~ \ \ 11"'2 \ \ /99 . 92- . 4"'1' \ '---- 0 . L----l' ":> 25- C~~\ '43. ~ ' 'l; <o~~~, '- <::l Ro / ~~ '-Z ~D ~'\ ---- / I'v '- "L ~~ If 'IE: bJlt.,j;--- -'1 . 'l; "'~, /It' . R~// "--l:"~ '00, . l.....Ro .. ~D '" '\. '>. LOT 19 VACAf1T "l.- "l.-'>.- "l.- 0" <0 0" "l.- <E"o WELL I N GTEEL oox '>. v' '0 '\. '>. ~~ 'l; <0 ~. ',; <::> rV-' '0 '\. '>. <::> '0' -..; 4"'5 09 . 8.]- (Pj '" <0' -..; RBF w!Cap No SI7B <::> :-,.' "l.- 589'22'56'11 146.oB'IF.Pl IlIing :ion md no Is by mers, TYP I CAL LEGErl:J (IIHERE APPLICABLE-SEE DRAWING) PC -POINT-OF-CURVATURE PT -POINT-Of-TANGENCY CMF-CONCRETE MONUMENT FOUND CMS-CONCRETE MONUMENT SET RBF-REBAR FOUND RBS-REBAR SET w!Cap No. 5176 IPF-IRON PIPE FOUND POL-PO INT-ON-L INE UTS-UNlTED TElEPHONE SERVICE FPL-FLORIOA POIIER & LIGHT CO. (F)-FIELD MEASURE (P)-AS PER PLAT (C)-CALC. DISTANCE (D)-AS PER DEED SIT-SEPTIC TANK MH -MANHOLE FC -FENCE CORNER PP -POIIER POLE CMP-CORRUG.MET.PIPE TOB-TOP OF BANK RCP-REINF.CONC.PIPE CB -CATCH'BASIN _<>~ OVERHD. LINE 11M -IIATER METER -x- FENCE LINE UG -UNDERGROUND SCALE: AS SHOIIN relent L ~d A ~/19Bl ~s 11ts, Jnty 60 , 30 0 ti ons Jrvey Records. ~1IDmnm n.AWIID' ~tU IRlVIE1f llW CG 1:- ill I~ en I~ \; I~ \~ I~ I I I I I I I \ I I 1 ~ I, ~ 'i ( \ ~r0~ { '" ~ 0' RSF w!Cap No 5\78 <0 ". , , 60 IJ) cPo - EL-EVATIe>r1G ARE NGVO. 19Q9.DATLt1 f@~@@~&~OOD~ ~OO~W~, 606 W.rIORTH PARK (;TREET OKEEcHOBE~.fLORIDA 3A97Q-A153 PHONE: B63-A67-BBB9 FAX: A67-Bl1 1 -. .. 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 Phone: 239-334-3366 Fax: 239-334-6384 LaRue Planning & Mana ement Services, Inc. Staff Report - Site Plan Review Prepared for: City of Okeechobee Applicant: Travis Chambersfor AdronFenceLot 20 City of Okeechobee Commerce Park Staff Report Site Plan Review Applicant's Name: Travis Chambers for Adron Fence Lot 20 General Information Owner Address: Mr. Travis Chambers 2762 NW 4th Street Okeechobee, FL 34972 Owner Phone Number: Legal Description of Subject Property: LOTS 18, 19 AND 20, CITY OF OKEECHOBEE COMMERCE CENTER, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGES 10 THROUGH 14, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND: A PORTION OF TRACT "R-l", LYING BETWEEN LOTS 17 THROUGH 20, CITY OF OKEECHOBEE COMMERCE CENTER, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGES 10 THROUGH 14 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 17 OF SAID PLAT; THENCE S 90 00'00" E ALONG THE NORTH LINE OF SAID LOT 17, AD DISTANCE OF 258.88 FEET; THENCE N 8945'25" E ALONG SAID NORTH LINE. A 01ST ANCE OF 264.11 FEET TO THE NORTHERLY MOST NORTHEAST CORNER OF SAID LOT 17. ALSO TIlE POINT or BEGINNING: THENCE CONTINUE N 8945'25" E, A DISTANCE OF 150.00 FEET TO THE POINT ON THE ARC OF A NON-TANGENT CURVE. CONCAVE SOUTHEASTERLY (SAID POINT BEARS N 00 14'35" W FROM THE RADIUS POINT OF THE NEXT DESCRIBED CURVE); THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 45.00 FEET, AN ARC LENGTH OF 70.69 FEET, AND A CENTRAL ANGLE OF 90 00'00" TO A POINT OF TANGENCY; THENCE 50014'35" E, A DISTANCE OF 68.32 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 52.00 FEET, AN ARC LENGTH OF 32.57 FEET, AND A CENTRAL ANGLE OF 35 52'57" TO A POINT OF TANGENCY; THENCE S 36 07'32" E, A DISTANCE OF 81.94 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 1030.00 FEET, AN ARC LENGTH OF 58.54 FEET, AND A CENTRAL ANGLE OF 03 15'23" TO A POINT OF REVERSE CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 52.00 FEET, AN ARC LENGTH OF 43.72 FEET AND A CENTRAL ANGLE OF 48 10'07" TO A POINT OF REVERSE CURVE CONCAVE NORTHERLY; THENCE SOUTHERLY, WESTERLY AND NORTHERL Y ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 78.00 FEET, AN ARC LENGTH OF 383.45 FEET, AND A CENTRAL ANGLE OF 281 40'02" TO A POINT OF REVERSE CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 52.00 FEET, AN ARC LENGTH OF 48.99 FEET, AND A CENTRAL ANGLE OF 53 58'31" TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 970.00 FEET, AN ARC LENGTH OF 47.05 FEET, AND A CENTRAL ANGEL OF 02 46'45" TO A POINT OF TANGENCY; THENCE N 36 01'32" W, A DISTANCE OF 81.95 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 112.00 FEET; AN ARC LENGTH OF 70.14 FEET, AND A CENTRAL ANGEL OF 35 52'57" TO A POINT OF TANGENCY; THENCE N 00 14'35" W, A DISTANCE OF 58.32 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE Staff Report Site Plan Review Applicant's Name: Travis Chambers for Adron Fence Lot 20 SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 45.00 FEET, AN ARC LENGTH OF 70.69 FEET, AND A CENTRAL ANGEL OF 90 00'00" TO THE POINT OF BEGINNING. Discussion: This is a site plan review for a 20,250 square foot building to be used as an office and a manufacturing and storage facility for Adron Fence. Findings: Land Use Existin2 Vacant ProPosed Office and manufacturing/ storage facility Future Land Use Map Industrial Zoning IND Density MinLotArea Min Lot Width Required NA Provided As needed None 153,766.8 Setback Requirements Front Sides 25 ft 25 ft 15 ft 45 ft 20 ft 80 ft Rear Max Imperv Surface 85% 49.29% Parking 20 spaces, if Industrial Only. Requires more for office/ industrial use combination. Landscaping Non residential lot 51 treesll54 shrubs No landscaping provided. plan Buffer 1 0 to street 2 to property line Staff Report Site Plan Review Applicant's Name: Travis Chambers for Adron Fence Lot 20 Recommendation: . Staff recommends approval of the site plan when the applicant submits a landscaping plan which meets the requirements of Section 90-533. Also, a dumpster location needs to be shown and approved by the appropriate Department. Parking is provided at a level that is greater than required by a straight Industrial Use but the applicant is assuming office related impacts as this Development is proposing a dual use. Submitted by: James G. LaRue, AICP Planning Consultant March 28, 2007 DRAINAGE ApPENDIX CITY OF OKEECHOBEE SITE PLAN REVIEW ApPLICATION ENGINEERlNG CALCULATIONS & SUPPLEMENTARY DOCUMENTS SUPPORTING A SURFACE WATER MANAGEMENT SYSTEM SERVlNG ADRON FENCE LOT 20 - CITY OF OKEECHOBEE COMMERCE PARK OKEECHOBEE COUNTY, FLORIDA FEBRUARY 2007 Prepared For: TRC Investments, liC 2762 N.W. 4th Street Okeechobee, FL 34972 (800) 282-5172 Prepared By: I!!fll CONSULTING CIVIL ENGINEERS-SURVEYORS_MAPPERS FBPE & BPR # 959 3550 SW Corporate Parkway Palm City, FL 34990 (772) 286-3883 ~~ .-/J.~~ '~ESSE M. MARKLE No.61753 FEB 2 1 2007 P:\06-0188\Pennit\City of Okeechobee\OKDrainageCalcuJations.ctoc ll:3FH, Inc. No. 959 3550 S.W. Corporate Parkway Palm City, FL 34990 Drainage Appendix - Surface Water Management Report Adron Fence Lot 20 - City of Okeechobee Commerce Park DRAINAGE APPENDIX ADRON FENCE LOT 20 - CITY OF OKEECHOBEE COMMERCE PARK TABLE OF CONfENTS TABLE OF CONTENTS PAGE DESCRIPTION LIST OFExHrnITS PROJECT SUMMARY SECTION E- V: DRAINAGE INFORMATION A. PRE- AND POST-DEVELOPMENT DRAINAGE CALCULATIONS B. PERCOLATION TEsTS AND SOn.. BORINGS C. LAND USE BREAKDOWN D. FLoODPLAIN STORAGE AND CONVEYANCE E. ANALYSIS OFW ATER QUALITY TREATMENT SYSTEM F. DESCRIPTION OFENGlNEERING METIlODOLOGY P:\06-0188\Pennit\City of Okeechobee\OKDrainageCalculations.doc 11 1-2 3 3 4 4 4 5 5 Drainage Appendix - Surface Water Management Report Adron Fence Lot 20 - City of Okeechobee Commerce Park DRAINAGE APPENDIX ADRON FENCE LOT 20 - CITY OF OKEECHOBEE COMMERCE PARK LIST OF EXillBITS DESCRIPTION SECTION 1 POST-DEVELOPMENT RUNOFF CHARACIERJSTICS: LAND USE CHARACIERJSTICS, STAGE-STORAGE TABLES, SOlI.. STORAGE & CURVE NUMBER CALCULATIONS SECTION 2 POST- DEVELOPMENT WATER QUAIlTY CALCULATIONS SECTION 3 POST -DEVELOPMENT ZERO-DISCHARGE CALCULATIONS II P:\06-0J 88\Permit\City of Okeechobee\OKDrainageCaJculations.doc Drainage Appendix - Surface Water Management Rep011 Adron Fence Lot 20 - City of Okeechobee Commerce Park PROJECT SUMMARY INTRODUCTION The purpose of this report is to provide the technical information necessary to obtain authorization for construction of the Adron Fence Lot 20 - City of Okeechobee Commerce Park project, located in the City of Okeechobee, Okeechobee County, Florida. The Adron Fence Lot 20 - City of Okeechobee Commerce Park project is an industrial site consisting of one 20,250 square foot building with associated parking, infrastructure, and surface water management (SWM) system. The project is part of the overall City of Okeechobee Commerce Park (OCP) and will constitute a Standard General Permit (SGP) modification to existing South Florida Water Management District (SFWMD) Environmental Resource Permit (ERP) #47-00638-P. This document describes the proposed SWM system that will serve the proposed Adron Fence Lot 20 - City of Okeechobee Commerce Park project as located in all or parts of Section 15, Township 37 South, Range 35 East. The 3.53-acre property is bounded on the north by NE 12th Street, on the east by a NE 12th Avenue, on the south by the undeveloped Lot 19 of the OCP, and on the east by the undeveloped Lot 17 of the OCP. The proposed project falls within Basin 8 of the overall OCP as defined by existing SFWMD ERP #47-00638-P and consists of one 20,250 square foot industrial building, 1.02 acres of swale, 0.77 acres of open space and 1.27 acres of parking. ExISTING CONDmONS The site is currently undeveloped and generally consists of upland habitat. The topography of the site varies from a high elevation of approximately 25-ft NGVD on the east side of the site to a low elevation of about 23-ft NGVD on the west side of the site. The site drains west via sheet flow to a series of off-site wetlands (wetlands 3 & 4 per SFWMD ERP #47-00638-P). Ultimate outfall is to Taylor Creek. The SFWMD issued ERP #47-00638-P for the OCP in August of 2004. The existing permit outlines land use and grading assumptions for each basin and delineates which lots lay in each basin. Lot 20 falls within Basin 8 of the OCP and allows a building coverage of 39%, an impervious coverage (roads, parking, etc.) of 39%, and the remainder as open space. The minimum finished floor elevation was set at 24.50-ft NGVD based on the 100-year, 3-day storm event, with a minimum parking lot elevation of 21.0-ft NGVD based on the 5-year, I-day storm event. There is a control structure serving only Lot 20 required by the existing permit. However, no allowable discharge considerations are made for the individual lots, including Lot 20, within the OCP. Water quality CWQ) treatment is provided by the master OCP SWM system. PROPOSED CONDmONS Basin Information The post-development drainage pattern of the proposed project is shown in Exhibit E-ill-I-2. In summary, runoff from the project will sheet flow to on-site swales. Discharge from the project to the master OCP SWM system will be through the required control structure and constructed as part of the proposed project. It is our understanding that the City of Okeechobee has not constructed the entirety of the master OCP SWM system and timing for the completion of the system is not available. Should the portion of the master SWM system through which discharge from Lot 20 is conveyed not be constructed at the time the proposed project is under consideration, the portion of the system necessary for conveyance will be will be constructed as part of tbe proposed project. The WQ facets of the master OCP SWM will not be constructed as the on-site swales provide adequate WQ treatment for both the O.5-inch dry pre-treatment requirement for industrial projects and the greater of one-incb over the site or 2.5 inches multiplied by the percentage impervious. P:\06-0188\Permit\City of Okeechobee\OKDrainageCalculations.doc Drainage Appendix - Surface Water Management Report Adron Fence Lot 20 - City ofOkeechobee Commerce Park Due to the specific nature of the proposed project, it is necessary to deviate from the assumed grading reflected in the existing OCP ERP. While the permitted minimum parking lot grade is 21.0-ft NGVD, that elevation was not practical for the intended use of the project. Instead, the minimum parking lot elevation has been set to an elevation of 23.0-ft NGVD. This deviation is due primarily to the need for vehicles to enter and drive through the proposed building. The on-site swales have been sized to compensate for any pro-rata storage lost due to the deviation in parking lot grading from that assumed in the master OCP ERP. The post-development runoff characteristics, including land use characteristics, stage-storage tables, soil storage and curve number calculations, and a comparison of the stage-storage characteristics of the proposed project to those assumed by the OCP ERP, are included in Section 1 of this appendix. Surface Water Management Calculations The proposed SWM system was designed to meet the requirements of SFWMD ERP #47-00638-P as they pertain to Basin 8 and Lot 20. WQ treatment volume was calculated as the greater of one-inch over the entire project area or 2.5- inches over the impervious area. As WQ treatment will be accomplished through dry detention, a reduction of 25% was applied per the SFWMD ERP Information Manual Volume IV Basis of Review (BOR). Details of WQ calculations, along with bleeder sizings, are provided in Section 2 of this appendix. The SWM system was also designed to attenuate the respective design storms to elevations equal to or less than those outlined in the OCP ERP with respect to the zero-discharge storm elevations. Section 3 of this appendix provides the zero-discharge calculations for the proposed project. P:\06-0J 88\Pennit\City of Okeechobee\OKDrainageCalculations.doc 2 Drainage Appendix - Surface Water Management Report Adron Fence Lot 20 - Citv of Okeechobee Commerce Park SECTION E- V: DRAINAGE INFORMATION A. Provide pre-development and post-development drainage calculations, signed and sealed by an appropriate registered professional, as follows: 1. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of concentration for each drainage basin: Please refer to Section 1 of this appendix for the runoff characteristics. 2. Water Table Elevations (normal and seasonal high) - including areal extent and magnitude of any proposed water table drawdown: Per SFWMD ERP #47-00638-P, the control elevation of Basin 8 within the OCP is 17.5-ft NGVD. 3. Receiving Water Elevations (normal, wet season, design storm): Receiving water connections were not considered for the proposed project. A control structure serving only Lot 20 will be constructed per the OCP ERP. Please refer to SFWMD ERP #47-00638-P for the receiving water elevations of the master system. 4. Design storms used including rainfall depth, duration, frequency and distribution: The design storms and their respective rainfall depths are as follows per SFWMD ERP #47-00638-P: Storm Event Rainfall Depth (inches) 5-year, I-day 4.50 IO-year, I-day 5.00 25-year,3-day 9.00 100-year,3-day 10.00 5. Runoff hydrograph( s) for each drainage basin, for all required design storm events: No runoff hydrographs are provided. As the land use and stage-storage characteristics of the proposed project are consistent with the assumptions of the OCP ERP, no variation from the runoff hydrographs for the OCP are anticipated due to the proposed project. 6. Stage-storage computations for any area such as a reservoir, closed basin, detention area, or channel used as storage in the flood routing: Please refer to Section I of this appendix for the stage-storage characteristics. Please note that the stage-storage characteristics of the proposed project were compared against the pro-rata stage-storage assumed for each lot within Basin 8 of the OCP. 7. Stage-discharge computations for any storage areas at a selected control point, such as a control structure or a natural constriction: Stage-discharge computations are not provided. As the land use and stage-storage characteristics of the proposed project are consistent with the assumptions of the OCP ERP, no variation from the stage-discharge computations for the OCP are anticipated due to the proposed project. 3 P \06-01 88\Perntit\City of Okeechobee\OKDrainageCalculations.doc Drainage Appendix - Surface Water Management Report Adron Fence Lot 20 - City of Okeechobee Commerce Park 8. Flood routings through on-site conveyance and storage areas: Flood routings are not provided. As the land use and stage-storage characteristics of the proposed project are consistent with the assumptions of the OCP ERP, no variation from the flood routings for the OCP are anticipated due to the proposed project. 9. Water surface profiles in the primary drainage system for each required design storm event: Water surface profIles are not provided. As the land use and stage-storage characteristics of the proposed project are consistent with the assumptions of the OCP ERP, no variation from the water surface proiIles for the OCP are anticipated due to the proposed project. 10. Peak Runoff Rates and Volumes Discharged: Peak runoff rates and volumes discharged are not provided. As the land use and stage-storage characteristics of the proposed project are consistent with the assumptions of the OCP ERP, no variation from peak runoff rates and volumes discharged for the OCP are anticipated due to the proposed project. 11. Tailwater history and justification (time and elevation): Tailwater history and justification are not provided. The design of this project focused on the assumptions of the OCP ERP. TaiIwater considerations were implied in the development of those assumptions and are so taken into account in that the land use and stage-storage characteristics are consistent with the assumptions of the OCP ERP. 12. Pump Specifications and Operating Curves: Not Applicable. No pumps are proposed as part of the project. B. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions. Percolation tests and soil borings are not provided as the project does not rely on percolation rates as part of the SWM system and the control elevation for Basin 8 was established by SFWMD ERP #47- 00638-P. C. Provide the acreage, and percentages of the total project. Please refer to Section 1 of this appendix for each of the items listed. 1. Impervious surfaces, excluding wetlands. 2. Pervious surfaces (green areas, not including wetlands). 3. Lakes, canals, retention areas, other open water areas. 4. Wetlands. 5. Project total. D. Provide an engineering analysis of floodplain storage and conveyance (if applicable). Not Applicable. The proposed project lies in flood plain Zone C per Federal Emergency Management P:\06-01 88\Pennit\City of Okeechobee\OKDrainageCalculations.doc 4 Drainage Appendix - Surface Water Management Report Adron Fence Lot 20 - City ofOkeechobee Commerce Park Agency (FEMA) Flood Insurance Rate Map (FIRM) panel # 120177 0200B dated 2/04/1981. Flood Zone C is dermed as "Areas of minimal flooding". 1. Hydraulic calculations for all proposed traversing works; 2. Backwater water surface profiles showing upstream impact of traversing works; 3. Location and volume of encroachment within regulated floodplain(s); and 4. Plan for compensating floodplain storage, if necessary and calculations required for determining minimum building and road flood elevations. E. Provide an analysis of the water quality treatment system including: 1. A description of the proposed stormwater treatment methodology that addresses the type of treatment, pollution abatement volumes, and recovery analysis: Please refer to Section 2 of this appendix for the WQ treatment methodology. 2. Construction plans and calculations that address stage-storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria: See attached Construction Plans for proposed grading information. Please refer Sections 1 and 2 of this appendix for stage-storage characteristics and WQ treatment calculations. F. Description of Engineering Methodology: A description of assumptions, methodology and copies of calculations and exhibits are described within the report sections where they are applicable. To the extent possible, the procedure and methodologies outlined in the BOR as published by the SFWMD as well as the assumptions of SFWMD ERP #47 -00638-P have been followed in the design of the proposed SWM system and the preparation of this report. 5 P:\06-0J 88\Permit\City of Okeecbobee\OKDrainageCalculations.doc SFWMD Flatwoods Soil Storage Uncompacted Compacted pg. C-III-2 D.W.T. Storage Storage (feet) (inches) (inches) D.W.T. Storage (feet) (inches) 0.1 0.06 0.05 0 0 0.2 0.12 0.09 1 0.6 0.3 0.18 0.14 2 2.5 0.4 0.24 0.18 3 5.4 0.5 0.30 0.23 4 9 0.6 0.36 0.27 0.7 0.42 0.32 0'-1' soil storage 0.06 inches/O.l foot 0.8 0.48 0.36 1 '-2' soil storage 0.19 inches/0.1 foot 0.9 0.54 0.41 2'-3' soil storage 0.29 inches/0.1 foot 3 '-4' soil storage 0.36 inches/O.l foot 1.1 0.79 0.59 1.2 0.98 0.74 1.3 1.17 0.88 1.4 1.36 1.02 1.5 1.55 1.16 1.6 1.74 1.31 1.7 1.93 1.45 1.8 2.12 1.59 1.9 2.31 1.73 2.1 2.79 2.09 2.2 3.08 2.31 2.3 3.37 2.53 2.4 3.66 2.75 2.5 3.95 2.96 2.6 4.24 3.18 2.7 4.53 3.40 2.8 4.82 3.62 2.9 5.11 3.83 3.1 5.76 4.32 3.2 6.12 4.59 3.3 6.48 4.86 3.4 6.84 5.13 3.5 7.20 5.40 3.6 7.56 5.67 3.7 7.92 5.94 3.8 8.28 6.21 3.9 8.64 6.48 P:\06-0188\Permit\SWM\Preliminary SWM Calcs.xlsSoil Storage E,;eeution Dal.e.: Engineer's Name: Job No, ProjeclName: 1011112006 JMiKS 06-0188 Okeechobeo Commerce Ce31ter Lot 20 LBFH Inc. 3550 SW Corporale Pkwy. Pahn City. Florida 34990 (772) 286-3883 BasinfNode Characteristics - BasinS Okeechobee Connnerce Park Computation Type Po.l-Dovelopment Land u.e/Stage Storage Number of Lois = Avg. GroundElevation = Basin Control Elevation = Avg.Depth to W.lnTable = 1 19.25 17.50 1.70 1.45 INCHES S = (PERVIOUS AREA · SOIL STORAGE) I TOTAL AREA = (1000 I (S+ 10)) FEET Soil Stnrage-= Curve Number (CN) = 96.93 DCIA = 0.00 % Water Quality Volume = 0.31 ac-n Water Quality Elevation =~m*~~~filjlill~mNGVi:> Max Overland Flciw Length (Lllver) = 0.00 ft Max. Overland EL. Differe"ce (AEI,~,) = 0.00 Il Max. Chan"elized Flow Le"gth (L"".) = 0.00 Il M... Chan"elized EL. Difference (bEI,~,) = 0.00 Il Average Watershed Slope (Y,w,) = 0.00 % Average Channel Slope (Yo""") = 0.00 WIl Overland Time of Concentration (Te,over) = 10.00 minutes Channel Time of Concentration (Tc:~Ilan)-= Total Time of ConcentraUon = 0.00 10.00 minutes minutes (pER SFWMD FLATWOODS SOIL CATEGORY WITH 15 % REDUCTION FOR COMPACTION) 3.96 1.45 0.31 18.11 (I-In Over Site (SFWl'rID)) (from Stage Soorage table) (bEVL) (AEVL) (L,w,"((1000/CN)-9)"'Y1l40Y,w," (10 mln if eqn equals less than 10 min) (SCS Lag Egn) (0.0078LehanO,71yeh.n,'0.3U (10 min if egn equals less than 10 min) (Kirpich Egn) Tc,over+ Te,ehan Basin 8 Lot Building Lot Paving Lot Green Space Master System Green Master System ROW Paving ROW Swale ""\'eUand Lake Total );;noo. Detentio" Are.. Tolal Areas (Ac.) 7.08 5.66 1.42 0.76 0.48 1.41 130 0.00 0.00 18.11 Roof % 100% 0% 0% 0% 0% 0% 0% 0% 0% 39.1% Roof Area 7.08 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0.00 7.08 Pervious % 0% 0% 100% 100% 100% 0% 100% 0% 0% 21.9% ~ervious Area (Ae.) 0.00 0.00 1.42 0,76 0.48 0.00 1.30 0.00 0.00 3,96 Impervious % 0% 100% 0% 0% 0% 100% 0% 0% 0% 39.0% Impervious Area (Ae.) 0.00 5.66 0.00 0.00 0.00 1.41 0.00 0.00 0.00 7JJ7 SWM% 0% 0% 0% 0% 0% 0% 0% 100% 100% 0.0% SWMArea CAc.) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l' :'06-Q 18GlJ'emJil\SWM\l'reJininwy SWM Calcs.xlsBBSln 8.J,r\dUse ExecQUon Dalo: Engineer's Name: Job No: Project Name: Computation Type MIN.ELEV. MAX. ELEV. Stage Increment LBFH Inc. 3550 SW Corporate Pkwy. Palm City, Florida 34990 (/72) 2R6-3883 Basin/Node Characteristics - BasinS Okeechobee Commerce Park I01Il12006 JMlKS 06-01 BB Okeechobee Commerce Center Lot 20 Po't-Development Land Use/Stage Storage 17.50 NGVD 24.50 NGVD 0.50 Basin 8 LotBollding Lot Paving Lot Green Space Maslor System Green Master System ROWPaving ROWSwale Wetland Lak. Total Soace IJelontion Areas ROOF AC. 7.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.08 PER. A C. 0.00 0.00 1.42 0.76 0.48 0.00 1.30 0.00 0.00 3.96 IMP.AC. 0.00 5.66 0.00 0.00 0.00 1.41 0.00 0.00 0.00 7.rn SWM AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL AREA 7.08 5.66 1.42 0.76 0.48 1.41 1.30 0.00 0.00 18.11 TYPE V L L L V L L V V ST. EL. 24.50 21.00 18.50 18.50 J8.50 21.00 18.50 17.50 17.50 MAX. EL. 24.50 24.00 24.00 24.50 24.00 STAGE (rtNGVD) (ac.rt) (ac.rt) (ac-ft) (ac.rt) (ae.rt) (ac.n) (ac.n) (ac.rt) (ac-n) (ac.n) 17.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 18.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 18.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 0.00 0.00 0.Q3 0.D2 0.24 0.00 0.03 0.00 0.00 0.32 19.50 0.00 0.00 0.13 OJn 0.48 0.00 0.12 0.00 0,00 0.80 20.00 0.00 0.00 0.29 0.16 0.72 0.00 0.27 0.00 0.00 1.43 20.50 0.00 0.00 0.52 0.28 0.96 0.00 0.47 0.00 0.00 2.23 21.00 0.00 0.00 0.81 0.43 1.20 0.00 0.74 0.00 0.00 3.18 21.50 0.00 0.20 1.16 0.62 1.44 0.05 1.06 0.00 0.00 454 22.00 0.00 0.81 1.58 0.85 1.68 0.20 1.45 0.00 0.00 6.57 22.50 0.00 1.82 2.rn 1.11 1.92 0.45 1.89 0.00 0.00 9.25 23.00 0.00 3.23 2.61 1.40 2.16 0.81 2.39 0.00 0.00 lZ.61 23.50 0.00 5.05 3.23 1.73 2.40 1.26 2.95 0.00 0.00 16.62 24.00 0.00 7.28 3.91 2.09 2.64 1.81 3.58 0.00 0.00 21.30 24.50 0.00 9.91 4.62 2.47 2,88 2.47 4.23 0.00 0.00 26.56 P:\(JtJ,.Ol88\Fcmi{\SWM\PnHninary SWM: Calc:s.JclsBesm 8JndUse LBFH Inc. 3550 SW Corporate Pkwy. palm City, Florida 34990 (772) 286-3883 Basin/Node Characteristits - Lot 20 Okccchobee Connnerce Park Execulion Dale: Engineerts Name: Job No: Project Name: 1011112006 IMlKS 06-0188 Okeechobee Commerce Center Lot 20 Computation Type Po,t.Development Land Use/Stage Storage Number afLots = Avg. Ground Elevation == Basin Conlrol Elevation == Avg.DepUl to W.ter T.ble = Soil Storage = 1 22.82 19.00 3.80 FEET (pER SFWMD FLATWOODS SOIL CATEGORY WITH 25 % REDUCTION FOR COMPACTION) 1.79 6.21 3.15 6.21 INCHES S = (PERVIOUS AREA' SOIL STORAGE) I TOTAL AREA = (1000 I (S+10)) Curve Number (CN) = DCJA = Wat.. Quality Volume = W.ter Quality Elevatiou = Max Overland Flow Length (Lo'lll!r) = Max. Overla"d EL. Difference (hE....,) = Max. Cb,nnelized Flow Length (L,...) = Max. Channelized EL.DifTerence (hE....,) = Average Watershed Slope (Yover) = Avenge Channel Slope (YetwJ= Overland Time of Concentration (Tc,c'l"er) == Channel Time ofConce.ntration (Iel=~::;: Total Time of Concentration ~ 76.03 0.00 0.23 20.50 0.00 0.00 0.00 0.00 0.00 0.00 10.00 % ac.ft NGVD ft ft ft ft % flIft minutes 3.53 (2.5 x % Impervious Area(SFWMD)) (!'rom Slage Storage table) (liE IlL) (AEIIL) (L,w,"((1000/CN).9)"'Y1l40Y,_" (10 min If eq" eqoalS less Ulan 10 min) (SCS Lag Eqn) (0.007BL,,,,,,""Y,... -0.15 (10 min ifegn eguals less than 10 min) (Kirplcb Egn) Te,o....r + Tc, ehan Lot20 Parking Bulldi"g Open Space Nor-tit Swale East & West Swa)e Tolal Area Totol Areas (Ae.) 1.27 0.46 0.77 0.46 IJ.56 3.53 Rool% 0% 100% 0% 0% 0% 13.1% Roof Area 0.00 0.46 0.00 0.00 0.00 0.46 Pervious % 0% 0% 100% 100% 100% 50.6% Pervious Area (Ac.) 0.00 0.00 0.77 0.46 0.56 1.79 Impervious % 100% 0% 0% 0% 0% 36.1% Impervious Area (Ae.) 1.27 0.00 0.00 0.00 0.00 1.27 SWM% 0% 0% 0% 0% 0% 0.0% SWM Area (Ae.) 0.00 0.00 0.00 0.00 0.00 0.00 1 :'06-0188\l'c:rnit\SWM\l'.tclisrir.ary SWM, CaJcs.x!sLol2DJ,ndUSt 0.00 10.00 minutes minutes LBFH 1ue, 3550 SW Corporate Pkwy. Palm City, Flonna 34990 \172) 2B6~3BB3 Basin/Node Characteristics. Lot 20 Okeechobee Commerce Park Execution nale, Engineer's N.me: Job No: Project Name: 1011112006 JMlKS 06-0188 Okeechobee Commerce Center Lot 20 ComputaHon Type MIN. ELEV. MAX.ELEV. Stage Increment Post-Developm.ent Land Use/Stage Storage 17.50 NGVD 24.50 NGVD 0.50 Lot20 Parking Building Open Space North SIVa!e ERSt & WestSwal. TolAl .Area ROOF AC. 0.00 0.46 0.00 0.00 0.00 0.46 PER. AC. 0.00 0.00 0.77 0.46 0.56 1.79 IMP.AC. 1.27 0.00 0.00 0.00 0.00 1.27 SWM AC. 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL AREA 1.27 0.46 0.77 0.46 0.56 3.53 TYPE L V L L L ST. EL. 23,00 24.50 22.50 20.00 19.00 MA.,'1:. EL. 24.50 23.00 23.00 22.00 STAGE (ftNGVD) (ac-ft) (ac.ft) (ar.ft) (aOoft) (ac.ft) (ac.ft) 17.50 0.00 0.00 0.00 0.00 0,00 0.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 18.50 0.00 0.00 0.00 0.00 0,00 0.00 19.00 0,00 0.00 0.00 0.00 0.00 0.00 19.50 0.00 0.00 0.00 0.00 0,02 0.02 20.00 0.00 0.00 0.00 0.00 0.09 0.09 20.50 0.00 0.00 0.00 0.02 0.21 0.23 21.00 0.00 0.00 0.00 0,08 0.38 0.45 21.50 0.00 0.00 0.00 0.17 0.59 0.76 22.00 0.00 0.00 0.00 0,30 0.R5 1.15 22.50 0.00 0.00 0.00 0.48 1.13 1.60 23.00 0.00 0.00 0.19 0.68 1.41 2.29 23.50 0.11 0.00 0.58 0.91 1.69 3.29 24.00 0.42 0.00 0.96 1.14 1.97 4.50 24.50 0.96 0.00 1.35 1.37 2.26 5.93 1:'il6-0188\l'emif\S"N},{\!rc,llni.nary 5W:M Calcs.xlsLol20JJldUu LBFH Ine. 3550 SW Corporate Pkwy. Palm City, Florida 34990 (772) 286-3883 Basin WQ Calculations - Lot 20 Okeechobee Commerce Park 10/1112006 JM 06-0188 Okeechobee Co=erce Park Execution Date: Engineer's Name: Job No: Project Name: Computation Type Total Area (AJ = Total Area for WQ (Awq)= Total SWM area @CE (A.wm> = Total Roof Area (AJ = Impervious Area for WQ (Awq.SFWMD) = % Impervious (SFWMD) = Post-Development WQ Calculations 3.53 acres 3.53 acres 0.00 acres 0.46 acres 1.27 acres 41.5% sum of all basills to be treated in this basin sum of lake and ditch areas at CE sum of all roof areas Awq - A.wm - Ap - Ar Awq.SJ?WMJ:f(Awq - A.wm - Ar) Detention Volume is the greater of 1" over the entire project or 2.5" x % of impervious area 1" over the site = 2.5" x % Impervious Area (SFWMD) = Proposed Wet Detention Volume = Proposed Dry Detention Volume = Proposed Dry Retention Volume = Required Water Quality Volume Elev. = Basin Control Elevation = Bleeder Shine: & Shape 0.29 acre-feet 0.31 acre-feet 0.31 acre-feet 0.23 acre-feet 0.15 acre-feet 20.50 NGVD 1900 NGVD (SFWMD: 2.5 x % lmpervious) (SFWMD: 75% of Wet Detention Volume) (SFWMD: 50% of Wet Detention Vol=) (from stage-storage curve) (from Basin A SS_LndUse) Calculate allowable 24-hour average discharge rate based on 1/2 inch per day for the basin area and add "pass-through" dischaJ:ge for any previously treated upstream basins and offsite areas Drainage Area = Allowable Water Quality Discharge = Total Discharge (Q",q) = Bleeder Type: 3.53 ac 0.07 cfs 0.07 cfs 3-inch orifice V-Notch Wclr - Using Me1h.od providedinSFWMD Vol N (Awq)(0.5/12) VDET= 0.15 acre-feet H= 1.50 feet 8= 3.03 degrees Top Width = 0.08 feet Side Slope = 0.D3 :1 P:\06-0l88\Permit\SWM\1'reliminary S-VVM Coles.xls. Lot 20 WQ V-notch < 20 degrees, use alternate bleeder configuration Execution Date: Engineer's Name: Job No: Project Name: Computation Type Circular Orifice - .---..----.-..'-., .._~,....,.--,.- ........~-_.~....;.;;::...- - "';"'-- LBFH Ine. 3550 SW Corporate Pkwy. Palm City, Florida 34990 (772) 286-3883 Basin WQ Calculations - Lot 20 Okeechobee Commerce Park 10/1112006 1M 06-0188 Okeechobee Commerce Park Post-Development WQ Calculations Rectangular Bleeder Orifice Equation Q = Ca(2ghif2 D=I 0.12 'feet a= 0.01 feee c= 0.60 g= 32.20 ft/sec 2 h= 1.43 feet Q= 0.07 cfs cross-sectional < 6 square inches, use alternate bleeder configuration Rectangular Weir Orifice Equation Q = Ca(2gh)lf2 c= 0.60 u= 32.20 ft/sec 2 b Area = 0.01 fe Height = 0.25 ft Width =1 0.05 'ft Q= 0.07 cfs Weir Equation Q = CLH3f2 C= 3.13 L=I 0.01 1ft H= 1.50 ft Q= 0.D7 cfs cross-sectional area < 6 square inches, use alternate bleeder configuration width < 2 inches, use alt=ate bleeder configuration P: \06-01 88\Permi llSWJvI\Prelirninmy S,VM Cales.xls, Lot 20 WQ LBFH Ine. 3550 sW Corporate Pkwy. Palm City, Florida 34990 (772) 286-3883 Basin WQ Calculations - Lot 20 Okeechobee Commerce Park 10/1112.006 JM 06-0188 Okeechobee Co=erce Park 25-Yr, 3-Day Storm Event Design StorroRainfall (P) = 9.00 in fromSFWMD Vol. N, fig C--8 Soil Storage (S) = 3.15 in Area (A) = 3.53 DesignStormRUIlOff(q) = 1.79 ac-ft [(P-0.2S)2/(P+0.8S)]Awq/12 100-Yr, 3-Day StormRvent Design Storm Rainf~ (P) = Soil Storage (S) = Area (A) = Design Storm Runoff (q) = Design Storm Max. EL. (ELq) = Execution Date: Engineer's Name: Job No: Project Name: Computation Type Zero.Dischar~e Calculations ...................... ...................... ...n................. ... ....... ............ ...................... ...................... ,- .............. .-.-.............-..,..-.'..-. ................. .. ..-........ .... ....__ .... ....__d. ...' ..n . ..................--...-........... ................... ......... ...........,.............. ......................... .--................... - ....--.........-................... ..:....................,.,........................... post-Development WQ Calculations 10.00 3.15 3.53 206 22.84 in from SFWMD V 01. N, fig C-8 in ac-ft [(P-O .2S)2/(p+O .8S)] Aw,j12 from Stage-Storage curve ft .......-.-......-.-.-..'.'.-...-.'........ .......................... ......................... ............................ ... ......................... .......................... ............................................... ;:::::::;:;:;:;:;:::;::::::::::;;:::::;:::::;:::::;:::::;:;:::;:~::::::::: .. 10-Yr, I-Day Storm Event Design Storm Rainfall (P) = 5.00 in from SFWMD Vol. N, Fig C-8 Soil Storage (S) = 3.15 in Area (A) = 3.53 Design StorroRunoff (g) = 0.75 ac-ft [(P-0.2S)2/(P+0.8S)]Aw,j12 Design Storm Max. RL. (EL~ = 21.48 ft from Stage-Storage curve 5-yr, I-Day StorroEvent Design Storm Rainfall (P) = Soil Storage (S) = Area (A) = Design St= RUIlOff (q) = Design Storm Max. EL. (EL~ = P:\0~0l88'J'ermit\S\V:M\Preliminary SWM Cales.xls, Lot 20 WQ 4.50 3.15 3.53 0.63 21.29 in in from SFWMD V 01. N, fig C-8 ac-ft ft [(P-0.2S)2/(P+O .8S)]Aw,j12 fromStage-Swragecurve Basin 8 Lot Storage Lot 20 Requirement Lot 20 Provided Stage Storage Stage Storage Stage Storage Stage Storage 17.50 0.00 17.50 0.00 17.50 0.00 17.50 0.00 18.00 0.00 18.00 0.00 18.00 0.00 18.00 0.00 18.50 0.00 18.50 0.00 18.50 0.00 18.50 0.00 19.00 0.32 19.00 0.03 19.00 0.Q1 19.00 0.00 19.50 0.80 19.50 0.13 19.50 0.03 19.50 0.02 20.00 1.43 20.00 0.29 20.00 0.07 20.00 0.09 20.50 2.23 20.50 0.52 20.50 0.13 20.50 0.23 21.00 3.18 21.00 0.81 21.00 0.20 21.00 0.45 21.50 4.54 21.50 1.36 21.50 0.34 21.50 0.76 22.00 6.57 22.00 2.39 22.00 0.60 22.00 1.15 22.50 9.25 22.50 3.88 22.50 0.97 22.50 1.60 23.00 12.61 23.00 5.85 23.00 1.46 23.00 2.29 23.50 16.62 23.50 8.28 23.50 2.06 23.50 3.29 24.00 21.30 24.00 11.18 24.00 2.79 24.00 4.50 24.50 26.56 24.50 14.52 24.50 3.62 24.50 5.93 Lot 20 Area (A2o) = 3.53 ac Total Basin Area (Abasin) 18.12 ac Total Lot Area w/in Basin 14.16 (A1a1)= ac Percent Storage 25% A201 Ala! Required w/in Lot 20 P:\06-0188\Permit\S\VM\Preliminary SWM Calcs.xlsProrated Volume Requ:irement ~ I LL (lJ -" 2 L1 '" co '" "- o o N o N N :J o >- ro --' DO ;: U '- Z w ::2' D- O --' w > w o c:- CJ) o II ';J' w '= aJ r X W en "" ~ ~ (J C ::2' J. Cl: ~ ~ ~ 0) L I1fhc A BOylf': Engineering \...0lT1l-hJf1Y f\ht rh-"l.l'iflrtl(~!lt Drainage Pclttc:rn CONSULTING CIVIL LNGINEEfiS, - SURVEYORS & MAPPERS "Partners For Re.su::l.<.;, VaLue By Des'Lgn 3.F19() VERIFY SCALE ~f\R - ~s EQUAL TO ONE ' ;;i~ ORIC:~~AL DRAW!NG --I ,\dron Fence -.." - '---'1 1,<>1 IJ'-'XI-'{'i!"j,;... C'llllm,-'rrl' [':uk JAH: N L SCALED ACCORDINr.:;:_Y l t-':', ./ BPR Rl VISiONS ~ ::r; h 'l:: ~ 100' 200' ~ Scale 1" = 100' I r)Ht~J:~iil~;) SII[r T Liflo" I I ) u c I LL ~j m ~ ~.' tf <D -<t ,:-: '" i<i t- O o N 2; N (;j :; o :>, m -" en ;: D .... Z w :2 "- o -" w > w o W 0:: "- , ~ f- en I X L1! ~ ii E >< w o o "" "- 0:: UJ is :2 S LL ~ E G; "- cO w o cb ~ zqo' Scole: 1" 100' IBFh ,nc 'T- t-- . ::~ ======3 U2f1!" ayle ErH}lrH~ering C'W~:i;W' 3550 S.W CONSULTING . SURVEYOR~IV~L lNGINllRS, .. f'art'nRTS Ii' MAPPERS Value B. OT R.eslllts. y Des'l,gn" AClrOIl Fence VERIFY SCALE ";C~.~l~ !S [OUAI TO - OL'W ON ORIGiNAL DRAWING ",,, U(J U I BH SHf f I I-III I Pre.]) I ~Vl~ opment Draul' lJ' P ac-c _ Jttcrn It ~() ()k~f'I'ilnili'f'_ C()Jllllli~: . P;lJ-L: 1 AG.JU:, TALL S"AL' C'Ii-.~E~~~)IONS '\CC(~~nINDcl y [) T Palm 72) www.lbff'..:::Onl '\)0' __J '___ ~[VISim~s