Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
1002 #07-013-R Lake House PUD-R
ORDINANCE NO. 1002 AN ORDINANCE OFTHE CITY OFOKEECHOBEE, FLORIDA; AMENDING • THE OFFICIAL ZONING MAP OF OKEECHOBEE BY REZONING A CERTAIN TRACT OF LAND MORE PARTICULARLY DESCRIBED HEREIN, FROM RESIDENTIAL SINGLE FAMILY-ONE (RSF-1) AND HOLDING (H) ZONING DISTRICT TO PLANNED UNIT DEVELOPMENT RESIDENTIAL (PUD-R) ZONING DISTRICT; AMENDING THE ZONING MAP ACCORDINGLY; PROVIDING FOR CONFLICTS, SEVERABILITY AND AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Okeechobee, Florida has adopted Ordinance Number: 402 in which a revised Official Zoning Map was adopted for said City; and WHEREAS, Jose Rasco, on behalf of the owner(s), 15`h Street Homes , LLC, of the property more particularly described hereafter, has heretofore filed Petition No. 07- 013-R, pursuant to the Land Development Regulations of the City of Okeechobee for the purpose of rezoning a certain tract of land consisting of 50.478 acre(s) from Residential Single Family-One (RSF-1) and Holding (H) Zoning District to Planned Unit Development-Residential (PUD-R) Zoning District and that this request be removed from the boundaries of the above mentioned zone to allow for the processing of the rezoning petition; and WHEREAS, said petition(s) being reviewed by the City's Planning Board at a duly advertised meeting held on October 18, 2007, and submitted by staff report, which determined such petition(s) to be consistent with the Comprehensive Plan and is appropriate with the zoning uses within the City; and WHEREAS, the City Council has agreed with the recommendation of the Planning Board and hereby finds such rezoning consistent with the City's Comprehensive Plan and deems it in the best interest of the inhabitants of said City to amend aforesaid revised Zoning Map as hereinafter set forth; NOW THEREFORE, be it ordained before the City Council of the City of Okeechobee, Florida; presented at a duly advertised public meeting; and passed by majority vote of the City Council; and properly executed by the Mayor or designee, as Chief Presiding Officer for the City; that: SECTION 1. LEGAL DESCRIPTION. The following described land, located in the City of Okeechobee, to-wit: ALL THAT PART OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, LYING WEST OF BLOCKS 248 AND 249, AND SOUTHERLY EXTENSION THEREOF, "FIRST ADDITION TO OKEECHOBEE FLORIDA," AS RECORDED IN PLAT BOOK 5, PAGE 6, OKEECHOBEE COUNTY PUBLIC RECORDS; SOUTH OF SOUTHWEST 9T" STREET; NORTH CF SOUTHWEST 15T" STREET; AND EAT OF BLOCK 202, AND SOUTHERLY EXTENSION THEREOF, "OKEECHOBEE" AS RECORDED IN PLAT BOOK 5, PAGE 5, OKEECHOBEE COUNTY PUBLIC RECORDS; AND EAST OF SOUTHWEST 10T" AVENUE, WITHIN THE CITY LIMITS OF OKEECHOBEE, FLORIDA. LESS AND EXCEPT FROM THE ABOVE DESCRIBED PARCEL THE FOLLOWING: BEGINNING AT THE INTERSECTION OF HOPKINS MEANDER LINE AND THE SOUTH BOUNDARY LINE OF SECTION 21, • TOWNSHIP 37 SOUTH, RANGE 35 EAST, AND RUN NORTHEASTERLY ALONG SAID HOPKINS MEANDER LINE 28.6 FOR A POINT OF BEGINNING; THENCE EAST PARALLELING SAID SOUTH LINE OF SECTION 21, AFORESAID 56.6 FEET; THEN NORTH 175 FEET; THENCE WEST 240 FEET; THENCE SOUTH 175 FEET; THENCE EAST 183.4 FEET TO THE POINT OF BEGINNING, SAID LAND LYING IN AND Page 1 of 4 COMPRISING A PART OF GOVERNMENT LOTS 3 AND 5 OF SECTION 21 TOWNSHIP 37 SOUTH, RANGE 35 EAST. TOGETHER WITH THE FOLLOWING DESCRIBED PARCELS: PARCEL I: (O.R. BOOK 581, PAGE 401): FROM THE SOUTHWEST CORNER OF GOVERNMENT LOT 5, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, THENCE EAST ALONG THE SOUTH BOUNDARY LINE OF SAID GOVERNMENT LOT 5 TO INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE EXTENDED SOUTH, THENCE NORTH ALONG SAID RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE 25 FEET FOR POINT OF BEGINNING; THENCE NORTH ALONG WEST RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE 97.3 FEET; THENCE WEST PARALLEL TO SOUTH BOUNDARY LINE OF GOVERNMENT LOT 5, 99.6 FEET; THENCE SOUTH PARALLEL TO EAST LINE OF TRACT, 97.3 FEET; THENCE EAST PARALLEL TO NORTH LINE OF TRACT, 99.6 FEET, TO POINT OF BEGINNING, BEING A PART OF GOVERNMENT LOT 5, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA. PARCEL II: (O.R. BOOK 581, PAGE 401): FROM THE SOUTHWEST CORNER OF GOVERNMENT LOT 5, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, RUN THENCE EAST ALONG SOUTH BOUNDARY LINE OF SAID GOVERNMENT LOT 5 A DISTANCE OF 336.7 FEET TO INTERSECTION WITH THE WEST RIGHT-OF-WAY OF OKEECHOBEE AVENUE EXTENDED SOUTH; THENCE NORTH ALONG THE WEST RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE A DISTANCE OF 122.3 FEET FOR POINT OF BEGINNING; THENCE WEST PARALLEL TO SOUTH BOUNDARY OF GOVERNMENT LOT 5 FOR A DISTANCE OF 199.7 FEETTO INTERSECTION WITH THE WEST BOUNDARY LINE OF GOVERNMENT LOT 5; THENCE NORTHEASTERLY ALONG WEST BOUNDARY LINE OF GOVERNMENT LOT 5 A DISTANCE OF 89.73 FEET; THENCE EAST PARALLEL TO SOUTH LINE OF TRACT A DISTANCE OF 154.76 FEET TO THE WEST RIGHT-OF-WAY LINE OF OKEECHOBEE AVENUE; THENCE SOUTH ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 77.7 FEET TO POINT OF BEGINNING, BEING A PART OF GOVERNMENT LOT 5, SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA. PARCEL III: (FROM TITLE COMMITMENT): A PORTION OF ABANDONED COUNTY ROAD RIGHT-OF-WAY IN SECTION 21, TOWNSHIP 17 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTH ONE-QUARTER CORNER OF SAID SECTION 21 AND BEAR SOUTH 89 DEGREES 45 FEET48 INCHES WESTALONG THE SOUTH LINE OF SAID SECTION 21 TO THE INTERSECTION WITH THE WEST RIGHT- OF-WAY LINE OF SOUTHWEST 7T" AVENUE, EXTENDED A DISTANCE OF 56.50 FEET; THENCE BEAR NORTH 00 DEGREES 01 FEET 02 INCHES WEST ALONG THE WEST RIGHT-OF-WAY LINE OF SAID SOUTHWEST 7T" AVENUE, A DISTANCE OF 199.84 FEET' THENCE BEAR SOUTH 89 DEGREES 45 FEET 48 INCHES WEST, A DISTANCE OF 155.43 FEET TO THE INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF THE SAID ABANDONED COUNTY ROAD AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89 DEGREES 45 FEET 48 INCHES WEST TO THE INTERSECTION WITH THE EXTENSION OF THE WEST LINE OF BLOCK 248, FIRST ADDITION TO OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 11, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, A DISTANCE OF 44.61 FEET; THENCE BEAR SOUTH 00 DEGREES 02 FEET 53 INCHES WEST ALONG THE WEST LINE OF SAID BLOCK 248 EXTENDED TO INTERSECT WITH THE AFORESAID EAST RIGHT-OF-WAY LINE OF THE ABANDONED COUNTY ROAD A DISTANCE OF 77.71 FEET, THENCE BEAR NORTH 29 DEGREES 48 FEET 39 INCHES EAST ALONG THE EAST RIGHT-OF-WAY LINE OF ABANDONED COUNTY ROAD A DISTANCE OF 89.77 FEET TO THE POINT OF BEGINNING. PARCEL V: (O.R. BOOK 419, PAGE 788): BEGINNING AT THE INTERSECTION OF HOPKINS MEANDER LINE AND THE SOUTH BOUNDARY LINE OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, AND RUN NORTHEASTERLY ALONG SAID HOPKINS MEANDER LINE 28.6 FEET FOR A POINT OF BEGINNING; THENCE EAST PARALLELING SAID SOUTH LINE OF SECTION 21 AFORESAID, A DISTANCE OF 56.6 FEET; THENCE NORTH 175 FEET; THENCE WEST 240 FEET; THENCE SOUTH 175 FEET; THENCE EAST 183.4 FEET TO THE POINT OF BEGINNING, SAID LAND LYING IN AND COMPRISING A PART OF GOVERNMENT LOTS 3 AND 5 OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST. LESS AND EXCEPT THE EAST 160 FEET. Page 2 of 4 PARCEL VI: A PARCEL OF LAND LYING IN SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, BEING MORN PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE • INTERSECTION OF THE HOPKINS MEANDER LINE AND THE SOUTH LINE OF SECTION 21; THENCE BEAR NORTHEASTERLY ALONG SAID HOPKINS MEANDER LINE A DISTANCE OF 28.6 FEET TO THE NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 15TH STREET; THENCE BEAR NORTH 89 DEGREES 36 FEET 23 INCHES EAST ALONG SAID RIGHT-OF-WAY LINE (ALSO BEING 25 FEET NORTH OF AND PARALLEL TO THE SAID SOUTH LINE OF SECTION 21) A DISTANCE OF 56.43 FEETTO THE SOUTHEAST CORNER OF THE LANDS DESCRIBED IN O.R. BOOK 153, PAGE 803 AND THE POINT OF BEGINNING; THENCE DEPARTING SAID RIGHT-OF- WAY LINE, BEAR NORTH 00 DEGREES 18 FEET 09 INCHES WEST ALONG THE EAST LINE OF THOSE LANDS DESCRIBED IN O.R. BOOK 153, PAGE 803 A DISTANCE OF 97.24 FEET TO THE SOUTHWEST CORNER OF THE LANDS REFERRED TO AS "PARCEL 2" IN O.R. BOOK 581, PAGE 401; THENCE BEAR NORTH 89 DEGREES 36 FEET 39 INCHES EAST ALONG THE SOUTH LINE OF SAID "PARCEL 2" A DISTANCE OF 99.49 FEET TO THE NORTHWEST CORNER OF THE LANDS REFERRED TO AS "PARCEL 1 "IN O.R. BOOK 581, PAGE 401; THENCE SOUTH 00 DEGREES 39 FEET 46 INCHES EAST ALONG THE WEST LINE OF SAID "PARCEL 1" A DISTANCE OF 97.23 FEET TO THE NORTH RIGHT-OF-WAY LINE OF SAID SOUTHWEST 15TH STREET; THENCE BEAR SOUTH 89 DEGREES 36 FEET 23 INCHES WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 100.10 FEET TO THE POINT OF BEGINNING, CONTAINING 0.22 ACRES. MORE OR LESS. PARCEL VII: BEGINNING AT THE INTERSECTION OF HOPKINS MEANDER LINE AND THE SOUTH BOUNDARY LINE OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, AND RUN NORTHEASTERLY ALONG SAID HOPKINS MEANDER LINE 28.6 FEET FOR A POINT OF BEGINNING; THENCE EAST PARALLELING SAID SOUTH LINE OF SECTION 21 AFORESAID, A DISTANCE OF 56.6 FEET; THENCE NORTH 175.OFEET; THENCE WEST 80 FEET; THENCE SOUTH 175.0 FEET; THENCE EAST 23.4 FEET TO A POINT OF BEGINNING; SAID LAND LYING AND COMPRISING A PART OF GOVERNMENT LOTS 3 AND 5 OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, O.R. BOOK 596, PAGE 1731. SECTION 2. ZONING MAP AMENDMENT. That the aforesaid Revised Zoning Map of the City of Okeechobee be amended to reflect the subject property zoning classification to be changed from Residential Single Family-One (RSF-1) and Holding (H) Zoning District to Planned Unit Development-Residenital (PUD-R) Zoning District. The zoning for this parcel is subject to the further limitations of the Comprehensive Plan, Future Land Use Element, Policy 2.6. SECTION 3. CONFLICT. All ordinances or parts of ordinances in conflict herewith are hereby repealed. SECTION 4. SEVERABILITY. If any provision or portion of this ordinance is declared by any court of competent jurisdiction to be void, unconstitutional, or unenforceable, then all remaining provisions and portions of this ordinance shall remain in full force and effect. SECTION 5. EFFECTIVE DATE. This Ordinance shall take effect immediately upon its passage. • Page 3 of 4 INTRODUCED for first reading and set for final public hearing on this 6" day of November, 2007. D wling R. Watford, Jr., MdtV& Pro-Tempore ATT ST: t Lane Gamiotea, tMC, City Clerk PASSED AND ADOPTED after Second and Final Public Hearing this 4th day of December, 2007. jLan EST: Gamiotea CMC, City Clerk REVIEWED FOR LEGAL UFFICIENCY: John R. Cook, City Attorney owling R. Watford, Jr., May Kr Pro-Tempore Page 4 of 4 City of Okeechobee Date: <g o2 -7 © Petition No.O V d ~ ~ General Services Department Fee Paid: 55 S.E. 3' Avenue, Room 101 ~ 0 Jurisdiction: ~ y Okeechobee, Florida 34974-2903 Hean°g G 2nd Hearing: t I T : , : ; Phone: (863) 763-3372, ext. 218 Publication Dates: Fax: 863) 763-1686 Notices Mailed: Uniform Land Use Application Rezone a Special Exception • Variance ✓ rwn erty owner(s): 15d' Street Homes LLC A g address: 701 Brickell Avenue, Suite 1740, Miami, FL 33131 P P icant(s) if other than owner (state relationship): Jose Rasco,CFO for Owners L I iling address: 701 Brickell Avenue, Suite 1740, Miami, FL 33131 C A ct person (state relationship): John D. Cassels, Jr., Attorney for Owners N T n da ime phone s : 863/763-3131 Fax:: 863/763-1031 ✓ Property address / directions to property: Southwest 9m Street South to Southwest 151h Street Indicate current use of property: Single family/vacant/natural pasture Describe improvements on property, including number/type of dwellings and whether occupied (ifnone, so state): Three (3) single family residence (2 vacant - 1 occupied) Approximate number of acres: 50.478 Is property in a platted subdivision? No P is there a current or recent use of the property that is/was a violation of county ordinance? If so, describe: No R O Have there been any land use applications concerning all or part of this property in the last year? If so, indicate P date, nature and applicant's name: 12/20/06 - Rezoning application from RSF1 to PUD consisting of a mix of E RSF detached and RSF attached and condominiums - 15' Street Homes, LLC R T Is a sale subject to this application being granted? No Y Is the subject parcel your total holdings at that location? If not, describe the remaining or intended uses: No, remainder for future development. Describe adjoining land uses / improvements to the North: Residential single family (RSFI) South: RSF East: RSF1 NE: Church West: RSFl Existing zoning: RSF1 and Holding ` Future Land Use classification: Single family (SF) Actions Requested: (X) Rezone Special Exception Variance Parcel Identification Number: See attached exhibit ✓ 1 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 ncl irnp ' onment of up to 30 days and may result in the summary denial of this application. Jose Rasco ~~/~6 O 7 Si ature Printed Name Date Uniform Land Use Application (rev. 1/03) Page 1 of 2 OC7. '.2007 2.'8P,V CASSFLS 863-763-1031 15th Street Homes LLC 701 Brickell Avenue, Suite 1740 Miami, FL 33131 August 1, 2007 Brian Whitehall, Administrator City of Okeechobee 55 S.E. 3rd Avenue Okeechobee, FL 34974 RE: The Lakehouse - Okeechobee, Florida Dear Mr. WhitehalL- N0. 4166 P. 2 Please be advised that I am the manager for 15th Street Homes, LLC, which is the fee title holder ofthe parcel sought to be developed as The Lakehouse in the City of Okeechobee. My intention is to develop the property as a project containing only single family residential opportunities. This letter constitutes the owner's acknowledgment and authorization of the request to re-zone to accommodate The Lakehouse pied unit development. I also confirm lose Rasco's authority to act on behalf ofthe company and to serve as the applicant for any and all petitions required to obtain the necessary governmental approvals for this project. Sincerely, 156'STREET HOMES LLC Jua e, Manager STATE OF FLORIDA COUNTY OP 11~L,► _r_o.A.h , - a Sworn to and subscribed before me this 'day of August, 2007, by JUAN D. CALLE, who is personally known to me or who has produced as identification. NOTARY PUBLIC, STATE OF FLORIDA My commission Expires; (4107a0825.WPD1 ,~d~lN11v ~y ~4g RE+WVG bWjfUS ~ "~'~•~a1:a~aa ea eooMap CC T. 1. 2007 28'V CASSELS & VcCALL 863-163-103? NO. 416 P. ? JOHN D. CASSELS, JR., P.A. LAW OFFICE OF LAURA ANN MCCALL, P.A. CASSELS & P. O. BOX 968 • 400 NW 2- STREET • OKEECHOBEE, FL 34973 - TELEPHONE 863-763-3131 • FAX 863-763-1031 - E-MAIL mailftgol-One.com FAX COVER SKEET TO: Betty Clement COMPANY: City of Okeechobee FAX NUMBER. 763-1686 FROM: Gina Coleman for John D. Cassels, Jr., Esquire nc le al-one coin RE: The Lakehouse OUR FILE NO.: 4181 Betty, I am faxing a copy of the letter we discussed. If you need anything further, please do not hesitate to call. Thanks! DATE SENT: 10/1/07 TIME SENT. 2:20 pan. IF THERE ARE ANY PROBLEMS RECEIVING THIS TRANSMISSION PLEASE ADVISE SOON AS POSSIBLE. AS THE INFORMATION CONTAINED IN THIS FACSIMILE IS INTENDED ONLY FOR THE PERSONAL NAMED ABOVE. THIS MESSAGE MAY BE AN ATTORNEY-CLIENT COMMUNICATION, AND AND CONFIDENTIAL OF "!'HIS MESSAGE IS NOT THE INTENDED MAY BE RECIPIENT, YOU ARE HERESY NOTIFIED AS SUCH IS I R USE OF THE DESIGNATED R THAT T A S ANY REVIEW, DISSEMINATION. DISTRIDUTION OR COPYING OF THIS MESSAGE STRICTLY PROHID 7'ED. IIV CONFIDENTIAL. IF THE READFR COMMUNICATION IN ERROR. N fiC EII y THIS DOCUCEW IN HERRO& IS AND D THAT THANK YOU. US IMMEDIATELY BY TELEPHONE AND FMIRN THE ORIGINAL MESSAGE TO US DY MAIL qT OUR EXPENSE 10001.56263.WPDj www.sunbiz.org - Department of State Home Contact Us E-Filing Services Page 1 of 2 Document Searches Forms Help Previous-on-List Next. _on_List Return To List Events Name History Detail by Entity Name Florida Limited Liability Company 15TH STREET HOMES LLC Filing Information Document Number L05000087222 FEI Number 203570991 Date Filed 09/02/2005 State FL Status ACTIVE Last Event ARTICLES OF CORRECTION/NAME CHANGE Event Date Filed 09/12/2005 Event Effective Date NONE Principal Address 701 BRICKELL AVE. SUITE 1740 MIAMI FL 33131 US Changed 11/07/2005 Mailing Address 701 BRICKELL AVE. SUITE 1740 MIAMI FL 33131 US Changed 11/07/2005 Registered Agent Name & Address CALLE, JUAN DIEGO 701 BRICKELL AVE. SUITE 1740 MIAMI FL 33131 US Address Changed: 11/07/2005 Manager/Member Detail Name & Address Title MAN DALLE, JUAN D 701 BRICKELL AVE SUITE 1740 MIAMI FL 33131 4nnual Reports Report Year Filed Date L Entity Name Search http://www.sunbiz.org/scripts/cordet.exe?action=DETFIL&inq_doc_number=L05000087222&inq_came... 10/1/2007 www.sunbiz.org - Department of State 2006 01/11/2006 2007 04/25/2007 Document Images 04/25/2007 - ANNU.AL REPORT 01/1 i/2006 --__ANNUAL REPORT 11/0712.005 - _Reg.__Agent Change 09/12/2005 --.Article_of Correction/N..C 09/02/2005 - Florida Limited Lia_bili Note: This is not official record. See documents if question or conflict. Horne Contact us Docuinent Searches E_E ling Se vices Forms Help Copyright and Privacy Policies Copyright ~ 2007 State of Horida, Department of State. Page 2 of 2 http://www.sun biz. org/scripts/cordet. exe? action=DETFIL&inq_doc_number=LO5000087222 & inq_came... 10/ 1 /2007 JOHN D. CASSELS, JR., P.A. LAURA ANN McCALL, P.A. LAW OFFICE OF CASSELS & McCALL urlrie~r~aSLnrr rL.+r rM P. O. BOX 968 • 400 NW 2nd STREET • OKEECHOBEE, FL 34973 • TELEPHONE 863-763-3131 • FAX 863-763-1031 • E-MAIL mail@legal-one.com August 27, 2007 Mr. James G. LaRue City of Okeechobee 55 S.E. 3`d Avenue Okeechobee, FL 34974 RE: The Lakehouse Our File No: 4107 Dear Mr. LaRue: Enclosed please find an application to change the zoning classification from RSF-1 to Planned Unit Development (PUD-R). Naturally, the required exhibits are enclosed with each petition together with a number of optional exhibits which will assist in the City's evaluation and action upon the requests. To summarize the information contained in the attachments and exhibits to this letter, the proposed Lakehouse community comprises approximately 50 acres in the southwest section of the City and is made up of multiple parcels separated only by S.W. 9`h Street. The project is owned by 15`h Street Homes, LLC. The property is currently within the Single Family Future Land Use classification of the City's Comprehensive Plan and is zoned RSF-1 and holding. A change to the PUD-R is requested due to the unique nature of the property and preserve areas necessitated not only by water quality and storm water management issues, but protection of a Bald Eagle habitat as well. The PUD zoning is needed to afford flexibility with regard to lot area, yard requirements and set backs. Despite the request for the PUD designation, the Lakehouse seeks no commercial or industrial uses. The City's planned unit development ordinance is the ideal method of achieving the developers' vision for this property while at the same time providing the City with an enforceable development plan which will not permit a substantial deviation without re-submittal to the City Council. Few, if any other zoning classifications, permit the degree of oversight or require adherence to a stated development plan. In this sealed back project, the developers of the Lakehouse are committed to adhering to the concurrency requirements of the City of Okeechobee Code of Ordinances and the state law. The roads and sidewalks will be dedicated to the public with ample passive recreation and preserve areas are within the site. The development team has made initial contact with the Okeechobee County School District and recognizes that school impact fees are now in place. Payment of concurrency fees are required at the building permit application process and accordingly, the Lakehouse will have complied with the school concurrence requirements prior to unit occupancy. The regional landfill has ample reserves for this project and a letter to this effect has been requested from Waste Management. Likewise, the Lakehouse Project had reserved 210 Equivalency Units (EU's) and is in the process of negotiating for the balance necessary. With the announcement by the Okeechobee Utility Authority of the proposed plant expansion, there will be [4107-73842. WPD] Mr. James G. LaRue August 27, 2007 Page 2 adequate EU's available for this project which is anticipating a four year build out. Naturally, the developers of the Lakehouse are in the process of addressing City concurrence requirements and have conducted a traffic analysis. A copy of the report is attached which indicates little off-site road infrastructure improvements being necessary due to the multiple means of ingress and egress from the project. In fact, traffic circulation in the area should be enhanced due to the construction of Ninth Street and Fifteenth Street, by means of a central boulevard through the Lakehouse community. Drainage issues are summarized in Exhibit "F" and utilities in Exhibit "G" attached to the application. The project will undergo significant engineering and water management district review prior to final permitting. The project will also receive additional scrutiny as a result of the regulated resources and Bald Eagle nest depicted in Exhibit "E". In summary, given the small remaining amount of undeveloped acreage within the City Limits, the Lakehouse presents a rare, and perhaps unique, opportunity to utilize the planned unit development ordinance to realize a community affording a mix of residential housing needs for residents and those moving into the community. This unified development should be preferred over some of the historic small scale developments, which by their very nature, create traffic and drainage interface problems with neighboring properties. Under a master property owners association, the community will be able to maintain its own preserves and common areas while at the same time providing a unique housing alternative for our growing community. As planned unit developments are not common within the City, the development team consisting of LBFH, The Evans Group, Northstar Geomatics, Ecological Consulting of Florida, the Ball Group, Inc., as well as our office, look forward to meeting with you and other county officials to review and discuss in detail the types of assurances which will be understandably required by the City and included in the newly adopted PUD enabling ordinance. We also stand ready and willing to provide additional information or clarification as you may need as you undertake the review process. Finally, I am enclosing my firm's check in the amount of $1,530.00 to support the application for re-zoning of the Lakehouse property. It is my understanding that the $500.00 fee has been waived, due to the non-start of the last petition due to the Comprehensive Plan rejection. With kindest regards, I am Sincerely, ohn D. Cass , Jr. JDC/msp Enclosures: As stated [4107-73842. W PD] Exhibit A.1 - Project Location Map w/ Aerial [4107-70848. WPD] Okeechobee County Property Appraiser - Map Printed on 8/13/2007 11:14:18 AM Page 1 of 1 Okeechobee County Property Appraiser I 0 260 520 780 ft W.C. "Bill" Sherman, CFA - Okeechobee, Florida - 863-763-4422 S PARCEL: 2-21-37-35-OA00-00006-B000 - SINGLE FAM (000100) F ALL THAT PART OF SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY,', Name: 15TH STREET HOMES LLC LandVal $2,032,506.00 Site: 0 SW 2ND ST, Okeechobee BldgVal $47,674.00 1cs Mail: 701 BRICKELL AVENUE SUITE 1740 ApprVal $2,080,488.00 J o MIAMI, FL 33131 JustVal $2,080,488.00 12/23/2005 $0.00 U Assd $2,080,488.00, Exmpt $0.00 Sales 11/30/2005$2,696,700.00VQ/ Taxable $2 08088.00 88.00 4/16/2003 $0.00 Q/ i nis nounnauun, Last upoatea: nzsizuUi, was derived trom 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.comIGI S/Print-Map.asp?pj boiibchhj bnligcafccj fhoj iaehdomhloa... 08/13/07 Exhibit A.2 - Project LocationMap w/o Aerial [4107-70848. WPD] Okeechobee County Property Appraiser - Map Printed on 8/27/2007 3:39:23 PM F JJ 3 l E__._.i_.-__1--_~.__. i, rill IN T_ Okeechobee County Property Appraiser WC "Bill" Sherman, CFA - Okeechobee, Florida - 863-763-4422 4RCEL: 2-21-37-35-OA0040006-6000 -SINGLE FAM (000100) ALL THAT PART OF SECTION 21, TOWNSHIP 37 sni ETU DAK-1 EAST, OKEECHOBE 15TH STREET HOMES LLC 0 SW 2ND ST, Okeechobee 701 BRICKELL AVENUE SUITE 1740 MIAMI, FL 33131 12/23/2005 $0.00 U/ 11/30/2005$2,696,700.00 Q 4/16/2003 $0.00 U/ LandVal $2,032,506.00 BldgVal $47,674.00 ApprVal $2,080,488.00 JustVal $2,080,488.00 Assd $2,080,488.00 Exmpt $0.00 Taxable $2,080,488.00 S- -19 Page 1 of 1 L-E V I 0 0.01 0.1 715 roi This information, Last Updated: 8/27/2007, 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/GIS/Print_Map. asp?pj boiibchhj bnligcafccj fhoj iaehdomhloa... 08/27/07 Exhibit A.3 - Conceptual Site Plan [4107-70848. WPD] IN C. (-O,,LUIN( C1VI1 EN( INHR,, St!RV1 Y( )Rs !r\PI'i;tS Project No. 05-0260 ADDITIONAL PROJECT STATEMENTS THE LAKEHOUSE OKEECH )BEE FLORIDA CIVIL. AGRICULI URAI_ WATER RESOURCES WATER & WASTEWATER TRANSPORTATION SURVEYING & ~VIAPPING, GIS Project Descrintion• The Lakehouse is a planned urban development proposed on 50f acres located in the City of Okeechobee. The proposed project is bound by SW 9th Street to the north, SW 15`h Street to the south, existing single family residential and SW 10~' Avenue to the west, and existing single family residential and SW 7m Avenue to the east. The proposed development will include all of the essential stormwater management facilities, roadways, utilities, and preserve area. The utilities proposed include underground power, central water & wastewater service, phone, and cable. Areas to be Dedicated for Public Use: The areas to be dedicated for public use for the Lakehouse will include sidewalks and other infrastructure throughout the project located within the right of way of the arterial roadway. Phasing Plan and Time Frame for Com letion of the Entire Development• The project is proposed to be built in one phase and construction for the project is expected to be completed by 2009. Descri tion of Environmentally Sensitive Areas "Partners for Results Environmentally sensitive areas located within the project include an eagle's nest Value by Design" with 100' primary protection zone and a 492' eagle buffer zone. There are also 3 wetlands located within the project all with 25' wetland buffers and upland preserve areas surrounding them. Please refer to the attached construction plans for the size and location of each of these environmentally sensitive areas. List of Required Re Tonal State and Federal Permits: • Environmental Resource Permit - South Florida Water Management District • Water Use Permit - South Florida Water Management District ( requirement pending) • Consumptive Use Permit (Dewatering Permit) - South Florida Water Management District • Wastewater Collection/Transmission Permit - Florida Department of Environmental Protection • Construction of Water Main Extensions for Public Water Systems - Florida Department of Environmental Protection 421 N.W. 3-Street Okeechobee, FL 34972 (863) 763-8999 FAX: (863) 763-6692 LL flg J 3 Y OS E a O N rn e1 T` O O N N W b D C O a] 3 v r m_ X w w 0 z D 0 C? w cD a z 0 0 a N L `rW F E m a 0 0 0 S.W.10th AVENUE Fir! i7Z, S.W. 7th AVENUE I i i I i I I I I NORTH I I SCALE: 1"=100' I I' I II. II! I r I I, I I ~ I Icy 7 LEGEND BOUNDARY LINE WETLAND WETLAND BUFFER a © 200 7 tBFH Inc. THE LAKE HOUSE IBFH PROJECT No: 8/7/2007 SCALE VERIFY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS CITY OF OKEECHOBEE 05-0260 Da e. BAR IS EQUAL TO ONE "Fartnwrs For Results, SHEET scale: Deego By_ INCH ON ORIGINAL DRAWING INC. Value By Design,' A Boyle Engineering Company EXHIBIT B 1 1 f Z Dr- By:- O - 1 421 N.W. 3rd Street, Okeechobee, FI 34972 LAKES PROJECT BOUNDARY, STREETS, BUILDINGS, & A O check By- ADdusr ALL SCALED RDINGLY (863) 763-8999 Fax: (863) 763-6692 com 959 lbfh DIMENSIONS ACCO www. . BPR & FBPE License No: DATEBY REVISIONS I f Product and Lot de5lgn standards for Residential Products 196 Units total Note. This matrix is believed to be within current city of Okeechobee draft LDR for PUP-R, as currently shown per 6/5/07 meeting. Note: A 10' Front Yard. Utility Easement is anticipated - g III `I la I a g 77 _ v Square Footage Data Calculations I - T ~ t \ r 5 are Feet Acres Total Site Area : 2,215,075.68 50.81 a of Units : 156 Overall Gross Residential Penslt (PU/AC.): 2.68 Required Per Pro 0 ad LDC Re s: Maximum Allowable Lot Cove 5 (40%): Mex. Allowable Im rvious surface Area (60%): 885,290.27 1,327,845.41 20.52 30.48 Re iremente Met Re Iremel$5 Met Min. Oe2M Space Re ired (40%): Min. Im roved ",re !or Area Required (15 sy./du): 855,29027 2040 20.92 0.05 Re irement5 Met 46'x46' Playground Proposed Per current Plans: Lands in / en 5 are Provided: Percentage Lands in / en 5 xe Provided: 966,191.00 44% 22.18 Park/Buffer open e;, 103.918.00 4.68 Lake Area hW'thin le Circle): 403,958.00 9.17 U lard/Gelstln Wetland (Wlthln a le Vrcie). 558,9900 6]2 Im ervious Surface ealculation3: Total Lot Cover e: 525,930.53 12.01 Lot cover a Percent e: 24% Ir rvious Area (Plantatim Lot): 6,21971 a of lots: 14 aI ervtou6 Across Site: to rvious Area (VIII a Lot): a CF lots. 076.06 4,860.57 15 to ervieus AGress site: Im ervia9 Area (Bu alow Lot): a OF lots: rr erviou5 Acmes Site: h rviMe Area (CGt a Lot): 69,181.41 3,724.00 53 147,972.00 9,18.64 a of lots: to r,,m5 Across Site: 56 178,295,04 +-1 I T e Lz a1 e ouse A Walkable, Community Focused Development ! +P0605400 AUGUST 14, 20011 Prepared for: 0 GNVIROSCAPG mu. s aanvccn u p aRIAn , FWRIDn l7POi ^ S T /ttn\T + T[/ ~ea~ 1 "fit--'11ptate LAND PLANNING & LANDSCAPE ARCHITECTURE 407M 7 J ~ FAX 07 08111 A DIVISION OF I HE EVANS GROUP 1"=100' 0" I •+riu t gr 00.oxnrvcenve oRLA-,, Fl,ORIDA IN(II GVANSv aa;,0b,.„o anxw7msa9L7i 0. 50, 700, s0o' 300 ARCHirECTURE&PLANNING 400' North I I Product Pletrict Mix • Units Bulding Envelope (Width x De th) Front Setb Prlmar /Porch ack Gara a side Interior Setback Porch Max Hei ht Rear Setback interior LoE (width x De th) (AEndlCormer idth Lot (Width x De Deth) Garage Loadln Plantation Lof t 2400 - 3000 o 9F Estate 10% 14 65 x 86 (71 Lot) 1C _ 2a 6 10' End/Corner Mile 4 Garage/ BullAmg.,_ 7T x 100 81 x 100' Porte Go re 2 - - C Gar 5rd o ional Village Lot _ 1900. - 2400 5.f._ 5F VI Rage 10% 19 50' x 56' (62' Lot) 10' 28 6' 10' End/Corner n/a 4' Garage/ Building.-. 62' x 100' 66 x 100' Coc ere 2-Gar 5rd o ional Bungalow Lot 1600 - 1900 a f... ale Bungalow 38% 92 35'x87' (47 Lot) 10' n/a 0' 10' End/Corner Mile a 3' Garage/ Building 47 x 108' S1' x 108' Lane 2-Car cottage 1300 - 1600 s.f. sle Cottage 42% 57 - 50 x 87 (42' Lot) 10 Mile 6'. 10 End/Corner Mile 3 Game/ Building 42' x 108 46 x 708' - Lie........ 2-Gar Exhibit A.4 - Boundary and Topographic Survey [4107-70848. WpD] Exhibit B - Project Aerial [4107-70848. W PD] EXHIBIT B PROJECT AERIAL i m_ I a n I co U N , l I 0 J U 41 O CL O O N E 0 z 0 H I CONSULTING CIVIL ENGINEERS, Scale: - rj00' PROJECT NAME: SURVEYORS & MAPPERS "Partners For Results, Sheet 1 OF 1 THE LAKE-HOUSE INC. Value By Design" 421 N.W. 3rd Street, Okeechobee, FI 34972 Computed: RR Dote FILE NO. Protect No. (863) 763-8999 Fox: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com Checked: MM 8/24/2006 PERMIT-EXH 05-0260 Exhibit C - Project Soils Map [4107-70848. W PD] EXHIBIT C SOILS MAP SOILS LEGEND: 7- FLORIDANA, RIVIERA, & PLACID SOILS, DEPRESSIONAL 11- IMMOKALEE FINE SAND J 1 2 e x S M Q1 ~ 'Y ~ ~le r dk O "POW r 9 ~ C J £"„',y ~t l ^.,';,Rg' 4 $ S a zu 3 S x w a! E v a / 0 N O 0 al v E 0 z cI CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, INC. Value By Design" 421 N.W. 3rd Street, Okeechobee, Fl 34972 (863) 763-8999 Fax: (863) 763-6692 BPR & FBPF License Nn QlQ 11- 1 Mh~ Exhibit D - Project Quadrangle Map [4107-70848. WPD] EXHIBIT D QUADRANGLE MAP IN 4 ■ 3 t R mom \IR ILT ie .,,.y~.~..y~..__~y.,, i now *Joe N ■ 1 J O ~ ~ 17 e Ir ■ - O r • ■ 1 s w f i ■ ! 2 E r ~ f M TF K ■ a ■ r miss , i 006 f 1~ f ■ I I 1 ~ all i d n M ■ yy~ aM ■ ~ aY`C) 122 CL CID l24.. ~ ■ # ■ a n , i ~ C, i * ■ i I ■ li CO 2006 L6FH Inc. CONSULTING CIVIL ENGINEERS, Scale: 1 600' PROJECT NAME SURVEYORS & MAPPERS : "Partners For Results, Sheet 1 OF 1 THE LAKEHOUSE INC. Value By Design" 421 N.W. 3rd Street, Okeechobee, Fl 34972 Computed: RR Date FILE NO. Project No. (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 www,lbfh.com Checked: MM 8/24/2006 PERMIT-EXH 05 -0260 in Exhibit E - Regulated Resources Exhibit Prepared by ECF [4107-70848. W PD] LAM I bI I ECF REGULATED RESOURCES W E FIGURE 1 N toologloal THE LAKEHOUSE Consulting S DATE 10-13 06 of Florida SOURCE USGS OKEECHOBEE (1903) QUADRANGLE OKEECHOBEE COUNTY FLORIDA PROJECT No 805370 SECTION 21. TOWNSHIP 37 SOUTH RANGE 35 EAST SERVICE. 'SINTPEMOED R RELI LY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WINCH IT WAS PREPARED. REUSE GRAPHIC SCALE OF AND I ROE ECOLOGICAL CONSULTING OFOFLORIIDADSHAL~ BE WITHOUT UABI iTV TO ECOLOGICAL CONSULTING OFF FLOBy Ir RIDA 0 20 1 inch = 400 ri NORTH SCALE: 1"=100' c I ED ED 3 Y E Q N CD r O N CO NQ W a J a r z w z 0 z w m 3 v N Q W Q J a r z w z z W 0 a X F E m a 0 N O ~I 9 il, I i i i i i~ i i i i i i I I I NI ~I N ~I ~I ml `I I I I S.W. I Oth AVENUE f-7 UPLAND PRESERVtNN 2.04 ACRES i UPLAND PRESERVE i l 1 WETLAND 3 0.39 ACRES i 0.91 ACRES 100' PRIMARY l ( PROTECTION ZONE] 1~` 7 r ~1 xin Arr.FSS i A T'~ VFRIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 - 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 5' WETLAND BUFFER CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS ,partners For Results, INC. Valve By DesigW' A BaAe En9lnwin9 CcmPam FI 34972 421 N.W. 3rd Street, Okeechobee, (863) 763-8999 Fax: (863) 763-6692 gpR & FBPE License No: 959 Www.lbfh.COM U. f ~ro tt THE LAKE HOUSE CITY OF OKEECHOBEE EXHIBIT C ENVIRONMENTAL ALAS 1BFH PROJECT No: 05-0260 SHEET 1 of I S.W.1th AVENUh i i I i II Exhibit F - Drainage Statement [4107-70848. WPD] INC. C(ASULTIN(~ CIVIL FNGINEFRti, SURVt.W WR y MAPPI RS Project No. 05-0260 DRAINAGE STATEMENT THE LAKEHOUSE OKEECHOBEE, FLORIDA CIVIL AGRICULTURAL WATER RESOURCES WATER & WASTEWATER TRANSPORTATION SURVEYING & MAPPING ("IS "Partners for Results Value by De~i-n" 421 N.W.3"Street Okeechobee, FL 34972 (863) 763-£3999 FAX: (863) 763-6692 Pre-Development: The current drainage pattern on the 50f acre parcel is natural sheet flow to onsite wetlands and then sheet flow to offsite facilities via perimeter ditches and swales. The south parcel (50f acres) collects in the three wetlands that are throughout the property then runoff via sheet flow to the south to reach the existing ditch along SW 15`l' Street. There is also a ditch along the western property boundary that collects sheet flow to transmit it to the ditch along SW 15`i' Street as well. Along the east property boundary there is no defined stormwater routing mechanism, but the proposed project does accept runoff from the houses to the east of the property via sheet flow, which ultimately flows south along with the onsite runoff. Post-Development: The proposed project is going to include a stormwater management system (SWMS) to treat and attenuate the runoff prior to discharging downstream. The parcel will operate to mimic existing conditions. The proposed SWMS will incorporate wet- detention ponds to provide treatment and attenuation. The treatment volume will be the greater of 2.5" times the impervious area associated with basin or 1" times the basin area. The bleeder structure that will slowly release the stormwater will be sized to discharge one-half inch per acre of contributing area per day. The attenuation proposed will be a compromise of the South Florida Water Management District's (SFWMD) criteria for the area (15.6 cubic feet per second per square mile (csm)) and an acceptable recovery of the system to receive additional runoff from reoccurring storm events. The primary stormwater storage component of the SWMS will be the proposed wet- detention areas and the onsite wetlands that are intended for preservation. All of the runoff will be transmitted to the wet-detention areas by curb and gutter drainage along the roadways and ditch bottom inlets in swales for all of the open spaces. This development will reduce the currently overtaxed drainage in the area. This will be accomplished by providing attenuation for the 25 year 3 day storm event (design storm) and restricting all site discharge from events that produce less runoff than the design storm to the proposed control structures. This will reduce the volume of runoff at peak times allowing the downstream system to recover prior to receiving the bulk of the runoff from this site. U 2 LL m 3 E 1p 03 0 0 N ZZ 00 W m W C 3 DO x w D: } 0 z 0 C9 w 0 z 0 g t w U E 4D a CD m N O O S.W. I Oth AVENUE s L F' I r a I ~ ~ I, , II l ) i _ ~AMMENITY AREA , U I -r' _ I STORMWATER r DETENTION AREA Fl 8.1 ACRES 0 CONTROL EL.=23.5' n I a r' x z a Iv i P T ? ~w PROJECT OUTFALL STRUCTURE 17 - GT 1R. I S.W. 7th AVENUE I i I i NORTH SCALE: 1"=1001 GE r ONSITE DRAINAGE OFFSITE DRAINAGE WETLAND WETLAND BUFFER v zaD7 ~ m~. Dnte: 8/7/2007 VERIFY SCALE CONSULTING CIVIL ENGINEERS, Soave BAR IS EQUAL TO ONE SURVEYORS & MAPPERS Design By:- INCH ON ORIGINAL DRAWING °Farine,s For Results THE LAKE HOUSE Drown By:0 - FA e En ~C' Val SE -L:- o: 1 ~ 9 eenng Company ~ By De5ti971 ESSHEET REVISIONS Check By~_ CITY OF OKEECHOBEE 0 DATE BY ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, Fl 34972 DIMENSIONS ACCORDINGLY (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: x959 - www.lbfh.com PROPOSED DRAINAGE PLAN EXHIBIT A Exhibit G . Utility Statement [4107-70848. WPD] SOUTH FLORIDA WATER MANAGEMENT DISTRICT 3301 Gun Club Road, West Palm Beach, Florida 33406 • (561) 686-8800 • FL WATS 1-800-432-2045 TDD (561) 697-2574 • Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 • www.sfwmd.gov Application No. 070112-5 Environmental Resource Regulation July 3, 2007 Mr. Marcos Montes De Oca, P.E. LBFH, Inc. 421 NW 3rd Street Okeechobee, FL 34972 Subject: The Lakehouse_- Re st for Additional Information ounty,S21/T37S/R35E Dear Mr. Montes De Oca: Staff has completed a review of the additional information received on June 26, 2007 for the above referenced application. Pursuant to Rule 40E-40, Florida Administrative Code (FAC), the District is requesting the following information needed to complete the application. As previously requested, please indicate the entity responsible for the operation and maintenance of the surface water management system for the project. Which entity will provide the operation and maintenance for the project? The application and the response letter indicate that a Homeowners Association will be formed and that documents would be submitted under separate cover. However, the documents have not yet been received by the District. 2. As previously requested, please provide documentation that Jose I Rasco is authorized to sign on behalf of the land owner, 15th Street Homes, LLC. The response indicated that this item was included in the submittal. However, the documents have not yet been received by the District. 3. A water use application for dewatering has been received by District staff (Application No. 070523-9). Due to the inseparable nature between water use and environmental resource permitting, the water use application for dewatering will not be considered complete until the ERP application is complete. If during the review of the ERP application changes are made that affect the water use application, please submit those changes so they may be incorporated into the water use permit. 4. As previously requested, please provide letters of commitment from the appropriate water and wastewater service providers. Since potable water is proposed as the primary irrigation source, the letter of commitment will need to state that the irrigation demand Mr. Marcos Montes De Oca, PE Application No. 070112-5: The La ouse July 3, 2007 Page 2 was included in the water allocation for this project. The response letter indicated the commitment letter was included with the submittal, but it has not yet been received by the District. 5. As previously requested, please provide additional details and spot elevations on the plans to demonstrate that the proposed project will be constructed to meet the assumptions used in the calculations. 6. Please provide written authorization from the underlying land owner for the proposed off-site improvements (regrading swales along SW 9' Street). 7. The response indicated that a portion of the upland buffer around Wetland 2 and 4 would be enlarged to 29 ft to maintain the 25 ft average buffer as per requirements of Section 4.2.7 of the Basis of Review. As previously requested, please revise the construction plans to show the locations of the expanded buffer zones. Also, please provide a cross section in the area adjacent to the proposed development to demonstrate that stormwater runoff will not enter the wetland prior to pre-treatment and provide construction details of the proposed water quality treatment method in the areas where no buffer is present. 8. As previously requested, please revise all of the Wetland 2 and 4 figures and/or text in the Mitigation Plan to show the locations of the expanded 29 ft upland buffer zones as described in Item 7 above. Please indicate any changes to the upland preservation acreage exhibits and/or UMAM calculations if the upland buffer expansions are within previously identified conservation areas. 9. As previously requested, how will the applicant protect against future impacts to Wetland 4 where there will not be an upland buffer zone? District staff recommends fencing to demarcate the boundary of the conservation area. 10. As previously requested, please indicate the acreage and location of the proposed upland preservation areas on the construction plans. The construction plans show "area to be graded toward lake" (the flow arrow is toward the wetland) where upland preservation is proposed in the Mitigation Plan around Wetland 2. Please clarify these discrepancies. 11. As previously requested, please revise the construction plans to show that the acreage figures to be placed under a conservation easement reflect the same figures as reported in the Mitigation Plan. 12. As previously requested, please provide proof of financial responsibility for the mitigation activities, management, monitoring and any potential corrective action which may be required. 13. As previously requested, please submit the sketch and legal descriptions of each wetland and upland Conservation Area to be included as Exhibit B'of the Conservation Easement, and a site plan or map identifying all of the conservation areas. rvu . marcos ivionies ue uca, Nt Application No. 070112-5: Lakehouse July 3, 2007 6 • Page 3 Advisory Comments: The following comments are advisory and do not require a response from the applicant. However, this information should be considered to assist in developing a permittable project. Al. This project is in an area covered by water use restrictions pursuant to an Emergency Order issued by the Governing Board. No irrigation with previously unallocated water may be conducted prior to the Governing Board rescinding or modifying the Order. Applications for water use permits for dewatering associated with this application will be considered on a case-by-case basis, and may or may not be issued prior to the Governing Board rescinding or modifying the Emergency Order. Any potential irrigation or dewatering water resource issues must be addressed as part of the Environmental Resource (or Surface Water Management) permit application. A2. The proposed development is located within an area which is covered by proposed legislation for the Lake Okeechobee & Estuary Watershed Basin Rule. If the legislation is enacted prior to this application being deemed complete, the design will need to meet the criteria listed in the rule. In accordance with 40E-1.603(1)(c), FAC, if the requested information is not received within 30 days of this date, to render the application complete, the application may be processed for denial if not withdrawn by the applicant. Please attach a copy of the enclosed "Transmittal Form for Requested Additional Information" to each of the reauired FOUR copies of the requested information. Should you have any questions, please call Kelly Cranford at (863) 462-5260 Ext. 3005 or Stephanie Raymond at (863) 462-5260 Ext. 3007. Sincerely, Kell anforc , •P E. Lead Engineer Okeechobee Service Center South Florida Water Management District cc: Mr. Jose I. Rasco (owner) City of Okeechobee Engineering L ;bLe b . cONSr11TrNC cNU 6NCrNCERS. suhvF~ ~ ~Hti n4V'Pr s Project No. 05-0260 UTILITY STATEMENT THE LAKEHOUSE OKEECHOBEE, FLORIDA CIVIL AGRICULTURAL WATER RESOURCES WATER & VV\STEWATFR TRANSPORTATION SURVEYING & MAPPING GIs "Partners for Results Value by Design" 421 N.W. 3"' Street Okeechobee, FL 34972 (863) 763-8999 FAX: (863) 763-6692 This document describes the proposed water and wastewater utilities that will serve the planned Lakehouse residential development in southwestern Okeechobee County, Florida. The Lakehouse is a 50+ acre proposed planned urban development, to be located north of SW 15'h Street and south of SW 9`h Street, in the southwestern quadrant of the City of Okeechobee. The proposed development is to include 136 single family homes, along with related infrastructure - i.e. roads, drainage, wetland and upland preserve areas, etc. Water Services: Water and fire suppression services will be provided by extending existing water mains and adding fire hydrants as required. Municipal water is available to the development. The applicable FDEP and local approvals required for water main extensions will be acquired by the client prior to construction. The project area and the client have signed a developer's agreement with the Okeechobee Utility Authority. Wastewater Services: Wastewater services will be provided by connecting to existing sanitary manholes located near the development. Municipal wastewater service is available to the development. The applicable FDEP and local approvals required for wastewater collection will be the acquired by the client prior to construction. The project area and the client have signed a developer's agreement with the Okeechobee Utility Authority. aka) ` ti6 0'i ,95:53p Ii ~ H■ Joice Boetius 305-372-0079 p T- 6" p 1 OKEECHOBEE UTILITY AUTHORITY TER AND WASTEWATER SYSTE. STANDARD DEVELOPER'S AGREEMENT (1x/20 Plan) THIS AGREEMENT made and entered into this f" by and between Montebello 13, LLC and 151' Street omes, LLC, herein fter refer edt as "DEVELOPER," and OKEECHOBEE UTILITY AUTHORITY, hereinafter referred to as "OUA." RECITALS 1. DEVELOPER owns lands located in Okeechobee County, Florida, and described in Exhibit "A", attached hereto and made a part hereof as if fully set out in this paragraph and hereinafter referred to as "Property," and DEVELOPER has or is about to develop the Property by constructing or erecting improvements thereon. 2. DEVELOPER is desirous of providing for the construction and/or maintenance of central water and wastewater facilities so the improvements constructed will receive adequate water and wastewater service- 1 OUA is willing to provide, in accordance with the provisions and stipulations hereinafter set out, and in accordance with all applicable laws, central water and wastewater service, and to-have extended such service by way of water.-. mains, wastewater mains, and lift station, and to thereafter operate same so the occupants of each residence or commercial improvement constructed on the Property will receive an adequate water and wastewater service from QUA. ACCORDINGLY, for and in consideration of the R i ec tals, the mutual undertakings and agreements herein contained and assum d e , and other good and valuable consideration the receipt and sufficienc of i h y wh c are acknowledged by the parties, DEVELOPER and OUA hereby covenant and agree as follows: .n tTr ~ C- )L t- SECTION 1. RECITALS. The above Recitals are true a d oars G ~k n correct, and form a material part of this Agreement y qty . cd'J .SECTION 2. DEFINITIONS. The definitions set forth in the Int l cf1 G7 -1 ~ er ocal A reement creating the Okeechobee Utility Authority bet O ` J ween keechobee. County, Florida (the "County"), and the City of Okeech b " o ee, Florida the City"), dated and the Master Transfer Agreement b d l y an among UA, County, he City Okeechobee Beach Water A and P3 7: _7q , ssociation, Inc. OBWA"), dated July 13, 1995, and OUA Resolutions shall apply in this A e v„ greem nt unless otherwise specified below. The following definitions and references are iv f ~ ~ ro= g en or the purpose of interpreting the terms as used in this Agreement and appl unl th mr~ y ess e context indicates a different meaning: .(1) "Service" - The readiness and abilit on th 3Q y e part of OUA to furnish water and wastewater service to each unit 1 . C aM (2) "Point of Delivery or'Distribution" - The oi t h p n w ere the pipes of the utility are connected with the pipes of the customer. Unless otherwise KA Q_ 1 Last Edited 111'03106 ti m rs Straat Project -j Deferred %Vater e eo a ~ Nia~ tO 17.05:53p Joice Boetius 305-372-0079 p.2 Inaicalecl, the point of delivery shall be at a point in the customer's lot or property line. (3) "Contribution-in Aid-of-Construction" - The sum of money, and/or property, represented by the value of the water distribution and wastewater collection systems. constructed by DEVELOPER, which DEVELOPER covenants and agrees to pay for and deliver to OUA, as a Contribution-in-Aid- of-Construction; to induce QUA to provide water and wastewater service to the Property. SECTION 3. EASEMENT AND RIGHT OF ACCESS. DEVELOPER hereby grants ( and gives OUA the exclusive right or privilege to own, maintain, and operate the water and wastewater facilities in, under, over and across the present and future streets, roads, easements, reserved utility sites as provided and dedicated to public use in the record I plats,, or as provided for in agreements, dedications or grants made otherwise and independent of said record plats. DEVELOPER hereby further agrees that the foregoing. grants include the necessary right of ingress and egress town the. fare oin y part of the Property; that g g grants shall be for such period of time as OUA requires such rights, privileges or easements in the ownership, maintenance, operation or expansion of the waterand wastewater facilities; that in the event OUA is required to install any of its water and, wastewater facilities in lands within the Property lying outside the streets and I easement areas described above, then DEVELOPER shall grantto the extent reasonaly possible to OUA, without costor expense to OUA, the necessary easement or aseme nts for such "private property" installation; provided,_.all such "private property installation b OUA shall be made in such a manner as not to interfere with the then or future use of such "private property." OUA covenants that it will use due diligence in ascertaining all easement locations; however, should OUA install or accept ownership of any facilities outside a dedicated easement area, DEVELOPER, on behalf of itself and the successors and assigns of DEVELOPER, covenants and agrees that OUA will not be required to ! move or relocate any facilities lying outside a dedicated easement area so long as the f facilities do not interfere with the then or future use of the area in which the facilities have been installed. In the event any such facilities, which have been funded and installed by OUA, do interfere with the then or future use of the area, OUA agrees to relocate such facilities at its own cost as promptly as reasonably possible, OUA hereby agrees that all easement grants will be utilized in accordance with the established and generally accepted practices of the water and wastewater industry with respect to the installation of all its water and wastewater facilities in any of the easement areas;, and DEVELOPER in granting easements therein, or pursuant to the terms of this instrument, shall have the rightto grant exclusive or non-exclusive rights, privileges and easements to other entities to provide to the Property any utility services other than water and wastewater service. SECTION 4. PROVISION OF SERVICE. In consideration of, and upon full compliance with all of the prerequisites to be performed by DEVELOPER, contained in this Agreement, and all applicable OUA policies, procedures, and Resolutions, OUA covenants and agrees that it shall allow the connection of the water distribution and wastewater collection facilities installed by DEVELOPER to the central water and wastewater facilities of OUA in accordance with the terms and intent of this Agreement. Such connection shall be in accordance with rules and regulations of the Department of Health and Rehabilitative Services and the Florida Department of Environmental Last Edited 11103106 2 Straat Project Deferred Water MaT 10 U7 o5:53p -Vice Boeflus 305-372- p.3 r-rotecrion. uuH agrees-Mat, once it provides water and w stewate9r service to the Property, and DEVEU ER or others have connected custon Installations to the Water and Wastewater System, thereafter OUA shall provide, at its ih-ifial cost and expense, but in return for payment of all applicable rates, fees, and charges and in accordance with and subject to the other provisions of this Agreement, and of applicable laws, including rules and regulations and rate schedules, water and wastewater service to the Property in a manner to conform with all requirements of all govemmental agencies having jurisdiction over the water distribution and wastewater collection operation of OUA. SECTION 5. DESIGN REVIEW CO CONVEYANCE OF FACILITIES. TI To induce OUA to provide water and was customers located on the tewater facilities, and to provide Property with water and wastewater services, DEVELOPER hereby covenants and.agrees to pay for the construction and to transfer ownership and control to OUA as a Contribution-in-Aid-of-Construction, the on-site and off-site water distribution and wastewater rcollection systems referred to in the S ecial Conditions attached hereto as Exhibit B P 5_2. DEVELOPER shall pay, in accordance with OUA's applicable published rate schedule forthe same classification of service, OUA to review engineering plans and specifications of the type and in the form as prescribed by OUA, showing the on-site and off-site water distribution and wastewater collection systems proposed to be installed to provide service to the P.roperty-. - ' OUA will advise DEVELOPER engineer of any sizing requirements as mandated by OUA Resolutions for the preparation of plans and specifications for facilities within the Property. If applicable, such detailed plans may be lirimited to a phase of the Property, and subsequent phases may be furnished from tie to time.' However, each such phase, if applicable, shall conform to a master plan for the development of the Property and such master plan shall be submitted to OUA concurrent with or prior to submission of plans for the first phase. All such plans and specifications shall be submitted to OUA and no construction shall commence until OUA has approved such plans, shop drawings and specifications in writing. After approval, DEVELOPER shall cause to be constructed, at DEVELOPER expense, the water distribution and/or wastewater collection systems as shown on all plans and specifications. 5`3. During the construction of the water distribution and wastewater collection systems by DEVELOPER, OUA shall have the right to inspect, with-prior reasonable notice to DEVELOPER, such installation to determine compliance with the plans and specifications, adequacy of the quality of the installation, and further, shall be entitled to perform, with prior reasonable notice to DEVELOPER, standard tests for compaction, pressure and leakage, infiltrationlexfiltration, line and grade, and all other normal engineering tests required by specifications and/or good engineering practices. Two (2) sets of Record Drawings,-an electronic copy of Record Drawings in a coordinates stern acceptable for standard geographic information system platforms, FDEP a py itemized. cost of construction and quantities of material used in construction andra on year warranty, as described in Exhibit B attached shall be submitted to OUA upon completion of construction. Las: Edited II103i06 3 Straat Project Deferred Water Ma; ~a G77t05:53p Joice Boetius 0_4. fees, in accorclance with OUA's applicable publis305-372-0079 p.4 hed ate schedule forthe :game classification of vice, will be levied by OUA to cover cost of plan review and inspection, and the cosrof DEVELOPER negotiations. 5_5. By these presents, DEVELOPER hereby transfers to QUA title to all water distribution and wastewater collection systems installed by DEVELOPER contractor, pursuant to the provisions of this Agreement. Such conveyance is to take effect without further action upon the acceptance by OUA of the said installation. As further evidence of I said transfer of title, and upon the completion of the installation and prior to the rendering of service by OUA, DEVELOPER shall conveyto OUA, by bill of sale, orother appropriate documents, in form satisfactory to OUA's counsel, the appropriate on-site and complete I off-site water distribution and wastewater collection system as constructed by DEVELOPER and approved by OUA, as set forth in this Agreement. DEVELOPER shall further cause to be conveyed to OUA, all easements and/or rights-of-way covering areas ( in which water distribution and wastewater collection systems are installed by recordable document in form satisfactory to OUA's counsel. All conveyance of easements and/or :rights-of-way shall be accompanied by evidence of title satisfactory to OUA, which establishes DEVELOPER'S right to convey such continuous enjoyment of such easements or rights-of-way for those purposes set forth in this Agreement. The use of easements granted by DEVELOPER shall include the use by other utilities, so long as ( such uses by electric, telephone or gas utilities, or cable television do not interfere with use by OUA. OUA agrees that the acceptance of the water distribution and wastewater collection systems installed by DEVELOPER, for service, or acceptance of the bill of sale, i shall constitute the assumption of-responsibility by OUA for the operation and maintenance of such Water and Wastewater System from that date forward. 5_6. All installations by DEVELOPER or its contractor shall be warranted for at least ONE (1) year from the date of acceptance by QUA. Mortgagee(s), if any, holding prior liens on such properties shall be required to release such liens, subordinate their position and join in the grant or dedication of the easements or rights-of-way. Alf water I distribution and wastewater collection facilities shall be covered by easements if conveyed to QUA and not located within platted or-dedicated rights-of-way. % 5:7. When ever in the opinion of OUA, ownership by OUA of the internal water distribution and wastewater collection system is not necessary, then, at the sole option of OUA, DEVELOPER, or its successor or assigns, may retain ownership and the obligation for maintenance of such on-site facilities. 5.8. Payment of the Contributions-in-Aid-of-Construction does not and will not result in OUA waiving any of its rates, rate schedules or rules and regulations, and their enforcement shall not be affected in any manner whatsoever by DEVELOPER making the contribution. OUA shall not be obligated for any reason whatsoever nor shall OUA pay any interest or rate of interest upon the contribution. Neither DEVELOPER nor any person or other entity holding any of the Property by, through or under DEVELOPER, or otherwise, shall have any right -with respect to arefund of contributions, or interest payment on said contributions. No user or customer of water and wastewater services shall be entitled to offset any bill or bills rendered by OUA for such service or services against the contributions. DEVELOPER shall not be entitled to offset the contributions against any claim or claims of OUA. Gas: Edited 17103106 4 Straat Project Deferred Water Vay iii. U7' 05;54p Joice Boetius 305-372-0079 P,5 SECTION 6. EVfr VCE OF TITLE. At the order from a title insuh--r licensed to do business expense he Stafie aEFloridapERl OUA shall acceptable to. OUA, evidence of title with respect to Pro pert y and/or tha, and t portion orf ise Property which shall be subject to the easement(s) for Oen-Site Facilities the herein), if any, being granted to OUA pursuant to the terms hereof. Any (endholde acceptable to OUA and any mortgagee having an interest in the Pro e r rty sha be required to join in the grant of service rights set forth in this Agreement and evidencing easement rights granted to OUA. in anly document SECTION 7. OWNERSHIP OF FACILITIES. DEVELOPER agrees with OUA that all water and wastewater facilities conveyed to OUA for use in connection water and wastewater services to the Pro e with providing , shall y owning all times remain in the complete and exclusive ownership of OUA, and any enf t p rty or any residence or building constructed or located thereon, shall not have he rri ht e interest in and to such facilities, or any part of them, for an g i title, claim the furnishing of water and wastewater services to other persons or ntit es located including the beyond the limits of the Property, within or SECTION 8. APPLICATION OF RULES REGULATIONS, RATES F CHARGES: Notwithstanding an EES AND modify and enforce rules, r gulations,' rates, fees' and cha gesOcover ny the prow revise, water and wastewater service to the Property. g provision of charges aresubject to the approval of the O A Board. Such ru esland re ulati ' ons fees and all times be reasonable and subject to regulation as may be provided b law or half at under contract. Rates, fees and charges assessed to DEVELOPER or customers located upon the Property shall be identical to rates, fees and charges assessed for t classification of service. All rules, regulations rates; fees and charges in effect or same into effect in accordance with the preceding shall be binding upon DEVELOPER laced any otherentity holding by, through or under DEVELOPER and upon any customerofpthe water and wastewater service provided. to the Property by OUA. SECTION 9. PERMISSION TO CONNECT REQUIRED. DEVELOPER o of any parcel of the Property, or any occupant of any residences or buildings located thereon, shall not have the right to and shall not connect any customer installation to the water and wastewater facilities of OUA until approval for such connection granted by OUA. has been SECTION 10. BINDING AGREEMENT' ASSLGNMENTS BY DEVELOPER. This Agreement shall be binding upon and shall inure to the benefit of DEVELOPER, OUA and their respective assigns and successors by merger, consolidation or conve ance Agreement shall not be sold, conveyed, assigned or otherwise disposed . This DEVELOPER without the written consent of OUA first having been obtained OUA agr gr by not to unreasonably withhold such consent. ees SECTION 11. NOTICES. Any notice, report, demand or other instrument authorized or required to be given or furnished hereunder shall be deemed given orfurnished (i) when addressed to the party intended to receive the same, at the address of such party below, on the date hand delivered at such address, or (ii) three (3) business days after Ss after Gast Edited 11103106 5 Straat Project Deferred Water "a`y t0 iii 05;54p Joice Boetius 305--079 p.6 Yne same Is cieposited in the United States mail as first class m ail,7postage paid, return receipt requested, wh ar or not the same is actually receiv by such party, or (iii) the first business day ftYflowing delivery of same to an overnight courier, as evidenced by the sender's copy of the bill of lading issued by such overnight courier. To DEVELOPER: Montebello 13, LLC 15th Street Homes. LLC Attn: Jose 1. Rasco 701- Brickell Avenue, Suite 1740 Miami, Florida 33131 To OUA: OKEECHOBEE UTILITY AUTHORITY Attn: Executive Director 100 SW 5th Avenue Okeechobee, Florida 34974-4221 Any party may change the address to be used for notification purposes hereunder b providing written notice thereof in accordance with the terms hereof to the other parties. SECTION 12. SURVIVAL OF COVENANTS.. The rights, privileges, obligations and covenants of DEVELOPER and OUA shall survive the completion of the work of DEVELOPER with.:resp.ect to completing the water and wastewater facilities. and to any phase area and to the Property as a whole. services SECTION 13. ENTIRE AGREEMENT AMENDMENTS- APPLICABLE LAW ATTORNEY'S FEES. This Agreement supersedes all previous agreements or representations, either verbal or written, heretofore in effect between DEVELOPER and OUA, made with respect to the matters herein contained, and when duly executed, constitute the agreement between DEVELOPER and OUA. No additions, alterations or variations of the terms of this Agreement shall be valid, nor can provisions of the Agreement be waived by either party, unless such additions, alterations, variations or waivers are expressed in writing and duly signed: This Agreement shall be governed b the laws of the State of Florida, and it shall be and become effective immediately upon execution by both parties hereto- In the event that OUA or DEVELOPER is requ red to enforce this Agreement by court proceedings or otherwise, by instituting suitor otherwise then the prevailing party shall be entitled to recover all costs incurred and includin reasonable attorneys' fees, at both the trial and appellate court levels_ g SECTION' 14. DISCLAIMERS- LIMITATIONS ON LIABILITY. 14.1. ST_. The parties deem each other to be independent contractors, and not agents of the other. 14.2. INDEMNITY. DEVELOPER shall indemnify OUA, its board members agents, employees, consultants, and contractors, from and against any and all claims, liability, demands, damages, expenses, fees, fines, penalties, suits, proceedings and actions, including attorneys' fees, for injury (including death) to persons or damage to Lase Edited 11103106 6 Strut Project Deferred Water MaY ~O OT 05:55p Joice Boetius property or property 305-372-0079 p 7 rights that may arise from or be related to acts, errors, or omissions of DEVELOPER, its age , employees, servants, licensees it any person under the control or direction of DEVELOPER, or-6y 3~es, or contractors r by DEVELOPER'S use of OUA's system, and DEVELOPER shall indemnify OUA as aforesaid from all liability, claims and all other items above mentioned, arising or growing out of or connected with any default, breach, violation or nonperformance by. DEVELOPER of any covenant, condition, agreement or provision contained in this agreement concerning all or any part of OUA's system. 14-3., FORCE MAJEURE. QUA shall not be liable or responsible to. DEVELOPER by reason of the failure or inability of OUA to take any action it is required to take or to comply with the requirements imposed hereby or any injury to DEVELOPER or by those claiming by or through DEVELOPER, which failure, inability or injury is cause directly or indirectly by force majeure as hereinafter set forth. The term "force ma'eure" as employed herein shall mean acts of god, strikes, lock-outs, or other industrial disturbance; acts of public enemies, war, blockades, riots, acts of armed forces, militia, or public authority; epidemics; breakdown of or damage to machinery, landslides; earthquakes, hurricanes, fires, storms, floods, owashouts; arrr s tsfl t tie disputes, or other litigation; governmental restraints of any nature whether federal, state county, municipal or otherwise, civil or military; civil disturb to obtain necessary materials, supplies, aboornpermit plor'governmen al approvals whether resulting from or pursuant to existing or future rules regulations! orders, laws or proclamations whether federal, state, county, municipal or otherwise, civil or military; or by any other causes, whether or not of the same kind as enumerated herein hot within the sole control of OUA and which by exercise of due diligence OUA is unable to overcome. 14.4. DISCLAIMER OF THIRD PARTY BENEFICIARIES. This Agreement is solely for the benefit of and shall be binding upon the formal parties hereto and their respective authorized. successors and assigns, and no right or cause of action shall accrue upon or by reason hereof, to or for the benefit of any third party not a party to this Agreement or an authorized successor or assignee of any third party. 14.5. DISCLAIMER OF SECURITY. Notwithstanding any other provision of this Agreement, DEVELOPER expressly acknowledges (1) that it has no pledge of or lien upon any real property (including, specifically, OUA's system), an personal any existing or future revenue source of OUA (including, specifically, any reproperty, or venues or rates, fees, or charges collected by OUA in connection with OUA's system) as security for any amounts of money payable by OUA under this Agreement; and (2) that its rights to any payments or credits under this Agreement are subordinate to the rights of all holders of any stocks, bonds, or notes of OUA, whether currently outstanding or hereafter issued. 14.6. AGREEMENT NOTA COMMITMENT FOR SCHEDULE. There shalt be no liability whatsoever on the part of OUA for failure to provide water and wastewater service to DEVELOPER according to DEVELOPER needs or schedules. This Agreement constitutes a promise of good faith and not a timetable for delivery of utility services by the OUA. Likewise, the schedule provided by the DEVELOPER in Exhibit 'G", is a good faith estimate and not an absolute fixed timetable for.actual absorption of the ERC's reserved under this Agreement. Las[ Edited 11103106 5traat Project Deferred Water Nlay `10 b7 05:55p Joice Boetius 305-372-0079 P.8 ' SECTION 15_ CC :N ANT NOT TO ENGAGE IN WI -R OR WA BUSINESS. DEVELOPER, as a further consideration for this Agreement, agreesfi that iRt shall not engage in the business of providing water and wastewater service to the p'ro `ert during the period of time OUA, or its successors and assi ns p y wastewater service to the roe g ,provides water and fore oin p p rtY, it being the intention of the parties hereto that the g g provision shall be a covenant running with the land. Under said provision and also under other provisions of this Agreement, OUA shall have the sole and exclusive right and privilege, so long as it is reasonably capable of doing so, to provide water and wastewater service to the property and to the occupants of each residence buildi unit constructed thereon. rig or SECTION 16_ RECORDATION. The parties hereto agree that an executed co o this Agreement and Exhibits attached hereto shall be recorded in the Public Records ps f Okeechobee County, Florida, at the expense of DEVELOPER. of SECTION 17. SEVERABILITY If any part of this unenforceable by any court, such invalidity or unenforceabil ty shat is found invalid er parts of this. Agreement if the rights and obligations of the parties contained therein tare not materially prejudiced, and if the intentions of the parties can continue to be effected To that end, this Agreement is declared severable. SECTION 18 - AUTHORITY TO EXECUTE AGREEMENT. The signature b an person to- this Agreement shall be deemed a warranty by that person that he has the full power and authority to bind any corporation, partnership, or any other business entit o full behalf of which he signs- hereunder. Y n SECTION 19. CAPACITY. The execution of this Agreement between DEVELOPER and OUA does not constitute a specific reservation of capacity by DEVELOPER, and OUA does'not hereby guarantee that capacity will be available for DEVELOPER'S project at any later date. Any specific reservations of capacity must be detailed within the body of this Agreement, under the heading "Special Conditions" and such capacity shall be so reserved, for a definite period of time only upon the payment of appropriate fees and charges or, negotiated between the parties, by DEVELOPER to OUA. Said. charges shall also be set forth in Exhibit "_'g" hereto. fees and SECTION 20. SPECIAL CONDiTiONS The folio wing Special Conditions are'rnutuall agreed between DEVELOPER and OUA: Y SEE EXHIBIT "B" ATTACHED Last Edited I J103106 Straat Project Deferred Water TO AND INCORPORATED IN THIS AGREE-NIENT a may 10 iJ7 05:55p Joice Boetius 305-372-0079 P.9 -IN WITNESS VVHER[_ DEVELOPER and OUA have ex ,ted or have this - Agreement, with the named Exhibits attached, if any, to be duly executed in sedveral counterparts, each of which counterpart shall be considered an original executed copy of this Agreement. py f ATTEST: f o F. Hayford, III erk/Executive Direc (Official Seal) STATE OF FLORIDA COUNTY OF OKEECHOBEE I OKEECHOBEE UTILITY AUTHORITY BY: Orin George Long Chairman APPROVED AS TO FORM AND CORRECTNESS: , r Tom OUA Attorney The foregoing instrument was acknowledged before me this by .Ll~day of ovem ter- , 20 b Chairman a ehalf of the OKEECHOBEE UTILITYAUTHO ryb TY. S person (check one) t,,"" is personally known to me, produced a driver's license (issued by a state of the United States within the last five (5) years) as identification, or produced other identification, to wit: ~a,Le_v Print Name: I"lart~ Notary Public, State of: for,-~ja Commission No.: My Commission Expires: Last Edited II103106 Straat Project Deferred Water 9 E s.a*- 00242465 X49 . r ~naed n~ tholtIO M'ay 10 07'05:5,5p Joice Boetius i 305-372-0079 P.10 WITNESSES FOR D,' ~ _Lpp ER: DEVELO R; Montebelto 13, LLC By: Rex & Juan D. Calle Print Name i _ Print-Name Its: AAPc(A ~ I _ Officer I Print NaMe [Corporate Seal] I. STATE OF FLORIDA COUNTY OF cxF o The foregoing " strurnent w acknowledged re me this -day of aV 20(p by _ r~ o Nt c~• ~ d oW- I - i I --Qt as 4-7 CE,( Florida Limited LEability Company. Said person (check e of Montebello 13; LLC, a . )4 is personay known to me. produced a driver's license (issued by a state of the United States within the last five 5 O years) as identification, or produced other identification, to wit: .~iwrP a REJo4CESoET1U- $ n. Notary puujc - State o[ Florida by Comrnfss p~ Expires Mar N. 20M Print Name: ~ 10i#D041281 4/11 . Hstiot~ No~ryAw. Notary Public, State of. Commission No.: My Commission Expires: Last Edited 11/03106 10 Straat Project Deferred Water Mdy 10 b7 05:56p Joice Boetius j 305-372-0079 P.11 WITNESSES FOR ~ Q._ ELOPE--- R: DI=VELOF 15 Street Homes, LLC By: I &S- elo Print Name Juan D. Calle Print Name . Its: M~ a Offtx, icer 01- B~'o4 L ~s Print Name [Corporate Seal] I STATE OF FLORIDA COUNTY OF - j The forego in instrument as acknowled e 20d by r.Cr 9 d fore me this day of _'V0 V_ew as cep. of 1511, Street Homes, LLC, a Florida Limited Liability Company. Said person (check one) K is ers me, produced a driver's license (issued by a state of t~ h United Statesy within to last five (5) years) as identification or thin the produced other identification, to wit: Print Name: RE CE BflETii1 S Nobq AotCommaE 5~solplo Notary Public, state ofs 292009 Commission No.. Conpp4t2351 ~t BY NayrorW NotaryAsn. My Commission Expires: Last Edited 11,03106 1 Straat Project Deferred Water Niav 10 67 05:56p Joice Boetius 305-372-0079 p.12 I JOINDER The undersigned, as owner and holder of that certain Mortag 1k 15~1 I~GS' -A!~ _day of , 20o6 ,recorded in Official Records o(tthe "Mortgage') dafed Q~33~ , Pageoa_ , Public Records f Okeechobee County, Florida, hereby joins in the execution foregoing Agreement to consent to the terms and conditions set forth therein of the the lien of the Mortgage and- the security interest in any personal pro and to make modified and/or assigned in the future, subject, subordinate, junior nd iin e~riior t t ) may be the Agreement, and any amendments thereto in the future, (b) the easements, rig hsand obligations granted or created, or contemplated to be granted or created th g (c) t utility facilities contemplated to be transferred to OUA thereunder ereunder, and s_.- , if any. By W i (L t` G~ ~,t s Its: . V Officer STATE OF FLORIDA COUNTY OF O (CC-O k-ep- The foregoing instrument was acknowledged before me this 20L , by Jc) k rt [nl [ as l (tuvu~, of -:7!-day of rv -V.- corporation. Said person (check one ✓ 8a. known to me, -five(5) produced a driver's license (issued b a st is personally within the last years) as identification or y ate of the United States wit: produced other identification, to ~i~~lullillrrly Print Name: -~Q Notary Public, State c ~`a9 2p~;^~A9~;: Commission No.: y My Commission Ex I • i~ L B U C,• S T A~ E~~° ~!!ll/rt1111111~~~~ Last Edited 11403106 12 Straat Project Deferred Water May ? 0 07 05:56p Joice Boetius 305-372-00.79 p.13 JOIN DE Mnn ~-C-(0 1.0 ( 3, 4- 1-~ Th undersigned, s owner a d holder of that certain Mortgage (the " ortgage") d ted day of 20 , recorded in Official Records Book Page Pu lic Records - f Okeechob e County, Florida, hereby joins in the execution f the foregoing Agreement to consent to the terms and conditions set forth therein and to make the lien of the Mortgage and the security interest in any personal property, as it may be modified and/or assigned in the future, subject, subordinate, junior and inferior to (a) the Agreement, and any amendments thereto in the future, obligations granted or created, or contemplated to be grante(b) the easements, right and d or created thereunderr and (c) the utility facilities T ntemplated to be transferred to OUA thereunder, if any. By- Its: Officer Previously sUbfnk(gd STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before ' me this by day of , as of ' corporation. Said person (check one a known to me ) is personally produced a driver's license (issued by a state of the United States within the last five (5) years) as identification, or produced other identification, to wit: Print, Notary Public, State of. _ Commission No.: My Commission Expires: Last Edited 11107106 1 Awesome Ranch Project N1dy 10 67 05:56p Joice Boetius 305-372-0079 EXHIBIT "A" LEGAL DESCRIPTION i Parcel ID Number: 2-21-37-35-OA00-00006-B000 I_ Parcel ID Number: 2-21-37-35-OA00-00006-AOOQ I_ I I I I I I Last Edited 11103106 14 Straat Project Deferred Water p.14 May ^0 Ol 05:57p Joice Boetius 305-372-0079 p.15 EXHIBIT "B" SPECIAL CONDITIONS The following Special Conditions set forth in this Exhibit "B" are attached to and j incorporated in that certain Okeechobee Utility Authority Water and Wastewater S stem ( Standard Developer Agreement (the "Agreement") by and between Montebe y llo 1, and 15th Street Homes, LLC, hereinafter referred to as "DEVELOP ER", and I OKEECHOBEE UTILITY AUTHORITY, hereinafter referred to as "OUA." d 1. Site Area Map. Attached to the Agreement as Exhibit "C" and made a part thereof I is the Site Area Map. 2. Contributions in Aid of Construction for On-Site/Off-Site Facilities. a. Plans. All of DEVELOPER construction of utility facilities, whether on-site or off-site, whether conveyed to OUA or not, shall be in accordance with the I standards and specifications as designated by the OUA, as the same ma be revised by OUA prior to final approval. y b. On-Site/Off-Site Facilities. Notwithstanding anything to the contrary set forth in the Agreement, DEVELOPER shall provide, install, convey and dedicate to OUA all water mains, wastewater collection mains and lift station together with all appurtenances thereto, with an electronic co t Drawings in a coordinate system acceptable for standard geographic information system platforms, two. (2) sets of Record Drawin s; FDEP approvals, itemized cost of construction and quantities of materials used in construction and a one year warranty described herein prior to OUA's acceptance of the water and wastewater system, in accordance with OUA's standards and specifications and OUA's Resolutions, as shown on Exhibit "D" and more particularly described on the Plans. 3• Pursuant to Paragraph 5.4 of the Agreement, recording, administrative, inspection and title insurance fees are to be paid by DEVELOPER, concurrently with execution of this Agreement, as follows; (to be determined later and agreed to in a Addendum to I this Agreement) Last Fdited 11103106 15 Straat Project Deferred Water May ?0 b7 05:57p Joice Boetius 305-372-0079 p.16 EXHIBIT "B" (continued) Description mount Document Recording Fee' ' pages @ $11.50 per page $TBD Review of plans relating to installation of water and sewer lines $TBD $60.00 per page Estimated ages Inspection Fees Hours @ $25.00 per hour $TBD Administrative Fee (Cost of processing Agreement; project tracking through Certificate of Occupancy) hours TBD $25.00 per hour Title lnsuranee Fee TB D TOTAL $TBD TBD -To Be Determined 4..Notwithstanding the fact thatthis Agreement is being executed solely in connection the provision of water and wastewater service to the Property OA DEVELOPER acknowledges, understands and agrees that OUA" is the sole UA, exclusive provider of water and wastewater services within the service areas of OUA's utility systems. Accordingly, notwithstanding Section 3 of this Agreement, DEVELOPER shat not have the right to grant an righ in ts, privileges. or easements to any other entities to provide water and wastewater service t o the-Property. Additionally, notwithstanding language to the contrary set forth in Sectio 15 of this Agreement, DEVELOPER agrees (a) that it shall not enga 'e in the b n usiness of providing water and wastewater service to the Property during the period of time QUA, its successors and assigns, rty, the foregoing being a covenant running ~wthdthe land tIa and (b) OUA, tsh u c essors and assigns, shall have the sole and exclusive right and privilege to provide water and wastewater service to the Property and to the occupants of each residence, building or unit constructed thereon. 5_. Notwithstanding the provisions of Section 19 of the Agreement, DEVELOPER is reserving 52,500 average gallons per day, equaling 210 ERC's (the Reserved ERC's as calculated and set forth on Exhibit "F" hereto. Provided DEVELOPER (a)-pays ) the charges shown on ExhExh-F (b) c mo ref s with all the terms and conditions set forth in the Agreement, and complies with all the provisions of OUA's applicable Resolutions, as the same may be modified or amended, DEVELOPER shall have the right to utilize the Reserved ERC's so long as DEVELOPER connects to CUA's Water and Wastewater System to utilize the Reserved ERC's. Last Edited 11103106 16 Straat Project Deferred Water ivMY 10 1)7 05;57p Joice Boetius 305-372-0079 p.17 DEVELOPER sha _ a -)ay the Capital Connection Cha, ~ 3, which shall be non- i refundable, for all cpacity reserved hereunder at the time of the execution of this Agreement. This payment may be for the entire project or for specific phases, plant capacity shall only be reserved for that portion for which the Capital Connection Charges have been paid. In the event DEVELOPER elects to pay Capital Connection Charges in phases, he shall pay such charges for each phase prior to of each such phase; however, a new Agreement will be required fothe r ea h phase wit t current rates and charges in effect at time of execution of each new Agreement, h Each additional equivalent residential connection (ERC) reserved b DEVELOPER the subject property in the future will be subject to an Accrued Guaranteed for Revenue Charge (AGRC) which begins accruing on December 1, 2006..TheAGRCwill continue accrue on a monthly basis until November 30, 2011. The amount of the monthly accrual will be calculated on the 1 st day of the month. After November 30, 2011, the accrual AGRC will cease and the amount shall' remain fixed as of that date and thereafter nls the OUA Board directs otherwise. The AGRC will be calculated accordin to less Okeechobee Utility Authority Rate Schedule. An accrual schedule based upon g the rates is attached as Exhi---ibi"E". The date of execution of a new A reemet current the number of ERC's reserved on the date of the execution of the new Agreement determine the amount of the AGRC. The AGRC is due and payable upon exec i will the new Agreement. After the new Agreement has been executed and the AGRCpa of no additional AGRC will be charged against the ERCs reserved in the new Agreement- Beginning December 1, 2008 or the completion date of the expansion of the WWTF Whichever is later, each ERG-reserved by DEVELOPER that is not connected to the OUA system shall be subject to a Guaranteed Revenue Charge (GRC) as specified and defined in` the OUA Rate Schedule. DEVELOPER shall pay the GRC to the OUA in adv an annual basis for a fiscal period from October 1 to September 30. The GRC shall be due and payable on or before October 15 and will be deemed late if payment is not received by October 31. If DEVELOPER has not paid the GRC to OUA by October 31 late charge of five percent (5%) on the amount owed shall be due and payable. If t , ll heful payment (GRC plus late charge) is not received by the OUA by November 30, then hel Developer Agreement shall become null and void and all monies paid to OUA shall be retained by OUA as agreed and liquidated damages and all reserved ERG' connected to the OUA system shall be forfeited. snot DEVELOPER shall be- responsible for providing to OUA on a monthly basis a tabulation of those ERC's transferred by DEVELOPER to third parties (representing service connections to the OUA system). Each fiscal year ending September 30, the DEVELOPER shall submit an analysis to OUA showing those ERC's transferred to third parties during the year (October 1 through September 30): OUA will review all information submitted by DEVELOPER and may refund or credit to DEVELOPER the amount of any excess CRC's found to have been paid for such period. y Last Edited 11/03/06 17 Straat Project Deferred Water MOY 10 077 05:57p Joice Boetius 305-372-0079 P.18 EXHIBIT "13" (continued) DEVELOPER shall deliver or assign to OUA a one year warranty for the water and wastewater system constructed and placed in service by DEVELOPER, warranting that such portion is free of defects including deficiencies in the design, materials or installation of the system or failure to operate properly. The warranty will begin on the date of the final acceptance by OUA. The warranty will provide, among other things, that DEVELOPER will, upon written-notification by OUA correct y as soon as possible or reimburse the OUA for anywork performed by OUA to correttEhe deficiencies_ Payment of the Capital Connection Charges shall not be payment of contributions in aid of construction. The OUA reserves the right to adjust the Capital Connection Charge (CCC) if and when the actual flows of the project are found to be in excess of the estimated flows the project or at any time the site plan, occupancy or use of any existin bused for changed. g ldrng is j A. Water Service Fees: Connection Fees and Capital Connection Charges are to be paid by the DEVELOPER upon execution of this Agreement. Fees and Charges other than those paid 'as a reservation for water capacity are subject to change and payment wfil be re ui ed bas on the fees which are current at the time of payment for service. q ed Description Connection Fees (Inspect acid lristall'" Amount per unit) / Meter 210 X $ $ TBD Capital Connection Charges (210 ER C's X $ } Total due for Water Service $ TBD One (1) Water equivalent residential connection (ERC) = 250 allo $ TDD TBD To Be Determined 9 ns per day B_ Wastewater Service Fees: Connection Fees and Capital Connection Charges are to be paid by the DEVELOPER upon the execution of this Agreement. Fees and Charges other than those paid as a reservation for wastewater capacity are subject to change and payment will be re uired based on the fees which are current at the time of payment for service. q Description - Inspection Fee for Connection (210 X $140.00 per unit) Amount Capital Connection Char es $ 29,400.00 9 (210 ERC s X $3,650.00) $ 766,500.Q0 Total due for Wastewater Service One (1)l/llastewater,quivalent residential connection (ERC = 250 795,9t}(}.a0 gallons per day Las! Edited 11103106 18 Straat Project Deferred Water Mray 1(.z W Ob:b8p, Joice Boetius I i TH•STREET d t7TH•STREET .QI-a9 TH STREET iTH•STREEI ITH STREET EXHIBIT "C" SITE AREA MAP I - N d f J _NL8 TH• sTREET ,[bus-sc ~a7 ' ti Y. ~ n - ~ a '6. -475 ~ I- ~ L . 1a YS-aM , 7 L2LZ- ' ui:s • .s 'tis = sa T eq : s; - ~ 75 'tr1 Parcel ID Number: 2-21-37-35-OA00-00006-.000 last Edited I J103,106 19 Straat Project Deferred eater 305-372-0079 P.19 ' IViay 1 0 O t Ub:b'dp JOICe t30etius I I I S_W-7-TH_S.T_REET I S_ W 8 T H TREET I ~ en o - E LTH STREET LL E _ w p to i 1 Tif TREE7 --S_~fir_'15:T•H-3TR~E-E1T~ .1 F-E LLJ EXHIBIT "C" SITE AREA MAP (Continued) 305-372-0079 p.20 ~l m m 11-71 Parcel ID Number: 2-21-37-35-OA0O-00006-BOOO Last Edited 11103106 20 Straat Project Deferred Water '"aY 1U' UY Ub:b8p I w- Joice Boetius ON-SITE CO EXHIBIT "D" 305-372-0079 p.21 IN AID of CONSTRUCTI The quantity required for this project is as determined and specified in EXHIBIT'B" and DEVELOPER has not reserved the capacity with this Agreement. As an inducement to the OUA to forego the reservation of and payment r water service (ERC's) fees in this Agreement, the DEVELOPER agrees to execute separat Agreement(s) for water service (ERC's) based upon the drawdown schedules Developer EXHIBIT 'F° of this Agreement. The fees due for water service ERC's will be based upon the rate schedule' current at the time the separate Developer Agreements is executed. The fees. due will be (are) Agreement(s). Nothing contained i nths Ain. full upon the executio of greement shall be construed the separate DEVELOPER from requesting an acceleration of the drawdown schedule prohibit the OUA has the water service capacity available. provided the Proposed Water Mains and Fittings as shown on Drawings to be prepared and prese rated at a future date are to be connected to the existing OUA Water Mains and a' n easement, f as required,-provided.-to the OUA for operation-and maintenance of the water mains and connections to the water main. DEVELOPER shall install the water service line from water main to the property line as required by OUA and shall include the install the Angle Valve and Meter Box set.to finish grade. anon of the )NASTEWATER The quantity required for this project is as determined and specified in EXHIBIT "B" DEVELOPER has reserved the capacity with this Agreement. Howeve and I t reserved are not vested or entitled until payments have been received arid onl cfor those portions paid. y those Proposed Sanitary Sewer Pump Station, Manholes, Force Main, Sewer Piping and other appurtenances as shown on.Drawings to be prepared and presented at a futur to be connected to the. existing OUA service system. a date are Last Edited 11/03106 21 Straat Project Deferred Water Mr~y 1U Ur Ub:b9p Joice Boetius 305-372-0079 p.22 EXHIBIT "D" (Continued) OFF-SITE CONTRIBUTION IN AID of CONSTRUCTION TO BE DETERMINED AND ADDRESSED BY SEPARATE ADDENDUM T f THIS AGREEMENT. O Last Edited 11103106 22 5traat Project Deferred wrater. 'IUNy 1U' Of Ub:b.Yp Joice Boetius EXHIBIT "E" 305-372-0079 p.23 Accrued guaranteed revenue charges (AGRC) beginning December 1, 2006, are based on OUA's Rate Schedule effective October 1, 2006, and are as follows: Water Base Facility Charge $15.94 Wastewater Base Facility Charge = $16.70 AGRCs are based on current OUA Rate Schedule and are sub ect to Change. The following table shows AGRC for the time period December 1, 2006 - November 30, 2011 Month Dec 2006 Jan 2007 Feb 2007 f Mar 2007 I+ Apr 2007 May 2007 Jun 2007 Ju12007 Aug 2007 Sep 2007 Oct 2007 Nov 2007 Dec 2007 i Jan 2008 Feb 2008 Mar 2008 Apr 2008 May. 2008 Jun 2008 Jul 2008 Aug 2008 Sep 2008 002068 Nov. 2008 Dec 2008 Jan 2009 Feb 2009 Mar 2009 Apr 2009 May 2009 Jun 2009 Jul 2009 Aug 2009 Sep 2009 Oct 2009 Nov 2009 Dec 2009 Total Months 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 35, 37 Wafer Base $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $1.6.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $16.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 Accrued Water Base $15.94 $31.88 $47.82 $63.76 $79.70 $95.64 $111.58 $127.52 $143.46 $159.40 $i 75.34 .$191.28 $207.22 $223.16 $239.10 $255.04 S270.98 $286.92 $302.85 $318.80 $334.74 5350.68 $366.62 5382.56 .S398.50 $414.44 $430.38 S446.32 5462.26 $478.20 S494.14 $510.08 $526.02 $541.95 $557.90 $573.84 $589.78 Wastewater Base $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16, 70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 _ $16.70 $16.70 $16.70 $16,70 $16.70 $16.70 $16.70 $16.70 Accrued Wastewater Base $16.70 $33.40 $50.10 $66.80 $83.50 $100.20 $116.90 $133.60 $150.30 $167.00 $183.70 $200.40 $217.10 $233.80 $250.50 $267.20 $283.90 $300.60 $317.30 $334.00 $350.70 $367.40 $384.10 $400.80 $417.50 $434.20 $450.90 $467.60 $484.30 $501.00 $517.70 $534.40 $551.10 $567.80 $584.50 $601.20 $617.90 Last Edited 11103!06 23 Straat Project Deferred Water May -I tJ Of ub:b5p i I I Jolce Boetius Water Total Month Month S Jan 2010 38 Feb 2010 39 Mar 2010 40 Apr 2010 41 May 2010 42 Jun 2010 43 Jul 2010 44 Aug 2010 45 Sep 2010 46 f Oct 2010 47 Nov 2010 48 Dec 2010 ' 49 Jan 20'1 50 Feb 2011 51 Mar 2011 52 Apr 2011 53 May 2011 54 Jun 201.1 55 Jul 2011, 56 Aug 2011 57 Sep 2011 58 Oct 2011 59 Nov 2011 60 r it Base $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15,94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15.94 $15,94 $15.94 $15.94 $15.94 :30b-~3 /2-UU /9 EXHCBIT "E" (Continued) Accrued Water Base $605.72 $621;66 $637.60 $653.54 $669.48 $685.42 $701-36 $717.30 $733.24 $749.18 $765.12 $781.06 $797.00 $812.94 $828.88 $844.82 $860.76- $876.70 $892.64 $908.58 $924.52 $940.46 $956.40 Wastewater Base $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70- $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 $16.70 Accrued Wastewater Base $634.60 $651.30 $668.00 $684.70 $701.40 $718.10 $734.80 $751.50 $768.20 $784.90 $801.60 $818.30 $835.00 $851.70 $868.40 $ss5,1 o $901.80 $918.50 $935.20 $951.90 $968.60 $985.30 $1,002.00 Last Edited 11103106 24 Straat Project Deferred Water May `id 0/ 05:b9p Joice Boetius EXHIBIT "F" 305-372-0079 p.25 PAYMENT OBLIGATION - Prior to completion of this project all fees (administrative, recording, capital connection charges, connection fees, etc.) shall be paid to OUA prior to the connection to the OUA System. The OUA has estimated the number of sheets to be reviewed for this project. When plans are complete and permit received from FDEP for this project, OUA will adjust the amount due for plan review and bill the balance to the DEVELOPER. The DEVELOPER agrees to pay OUA for the additional sheets at the rate of $60.00 per sheet for all sheets not included in the previous estimate. i I The OUA has reviewed the plans and specifications of the proposed project and estimated the time OUA Employees will inspect the construction of the water and wastewater lines. The DEVELOPER agrees to pay OUA for any-additional hours required for inspections at the rate of $25.00 per hour for all hours between 7:00 AM and 4:00 PM during normal work days (Monday- Friday) and 1.5 times that rate for all hours before or after the normal work hours and for those hours on weekends & Holidays. An additional hours for inspections will be billed monthly and must be paid to OUA before final approval by OUA and before water and wastewater service is provided to an of the lots within the development. Y Any additional meetings or review of the project involving the Administrative Staff and/or Engineer of OUA will be billed at the rate of $60.00 per hour per person and must be to OUA before final approval by OUA, paid The DEVELOPER shall notify all poitential development that all OUA fees forconnec ion to the water and w within the proposed astewat system shall be paid prior to connection to the OUA systems. The DEVELOPER shall not connect or allow anyone to connect to the OUA water and/or wastewater system without prior approval by the OUA; Such approval shall not unreasonably be withheld. I .1 otal due for Administrative Fees See Exhibit °B" - 3 for details) Total Due. For Water Service (See Exhibit "B" -5A for details) i otal Due For Wastewater Service (See Exhibit "B" 5B for details) Total Due For Off-Site Contribution In Aid of (See Exhibit "D" for details) TOTAL DUE NOW TO OUA TBD - To Be Determined 1900.00 Prior to approval of the Developer Agreement and before QUA will reserve the capacity for the project, the water and wastewater fees as specified above must be paid in full. All other fees are due and payable to QUA prior to the connection of the service lines to the property and before any meters will be set by OUA. Payment will be required based on the fees and charges which are current at the time of payment for service- Last Edited 11103106 Straat Project Deferred. Water TBD TBD 795, 900.00 ion $ TBD 25 may -16 0/ 05:00P Joice Boetius . 305-372-0079 p.26 EXHIBIT °G" i PROJECT SCHEDULE i Prior to completion of this "Agreement", the DEVELOPER shall provide the following schedule of absorption of the ERC's reserved for the project. While this schedule is understood to be a projected schedule, and therefore subject to change with time, the DEVELOPER should use the best information available to prepare a most reasonably correct schedule- This schedule has been prepared based upon a calendar year. ERC's Reserved 2008 2-- 2010 2011 10 2012 2013 TOTAL 80 60 60 0 0 210 Last Edited 11103'06 2G Straat Project Deferred Water Niay-ld 07 06:00p Joice Boetius 305-372-0079 p.27 FIRST ADDENDUM TO OKEECHOBEE UTILITY AUTHORITY WATER AND WASTEWATER SYSTEM STANDARD DEVELOPER'S AGREEMENT (10/20 Plan) THIS First Addendum to the Okeechobee Utility Authority Water and Wastewater System Standard Developer's Agreement ("Addendum") is made this day of vim= 200.6 , by and between Montebello 13, LLC and 15," Street Homes, LLC, hereinafter referred to as "DEVELOPER," and the OKEECHOBEE UTILITY AUTHORITY, hereinafter referred to as "OUA". WITNESSETH: WHEREAS, the parties hereto executed that certain Okeechobee Utility Authority Water and Wastewater System Standard Developer's Agreement dated ' day of ri__ 200 6 (the "Agreement"): and ' WHEREAS; DEVELOPER is the owner of lands described in Exhibit "A" attached to the Agreement and such lands are located within the OUA service area; and I WHEREAS, DEVELOPER intends to develop its land into no less than 210' residential and/or commercial units (hereinafter referred to as ERCs and as further defined in the Agreement); and WHEREAS; OUA presently does not have permitted capacity at the existing VVWTF to serve any of the units proposed by DEVELOPER and is in the process of expanding the Cemetery. Road WWTF from a present permitted treatment`ca acit of 1.2 million gallons per day to approximately 3_0 million gallons per day and p y WHEREAS, OUA lacks the funds required to construct the expansion of its existing WWrF, and has been responsive to the DEVELOPER's development concerns in attempting to find a mutually agreeable way for this VVW F expansion to occur; and WHEREAS, DEVELOPER wishes to encourage, support and assist OUA in the expansion of the existing WV\fT'F; NOW THEREFORE, in consideration of the foregoing recitals, the mutual undertakings and agreements herein contained and other good and valuable consideration; the receipt and sufficiency of which are acknowledged, the parties hereby agree as follows: 1. The above recitals are true and correct and form a material part of this Addendum. 1 LAST REVISED 11103106 Straat Project wla y 0' C17 06;00p Joice Boetius 305-372-0079 p.28 v 2. Upon the execution of this Addendum, the DEVELOPER shall pay to OUA the sum of $ 79,590.00 said sum being 10% of the total amount due as shown in the Agreement, Exhibit "F" - Payment Obligation, Water Service Fees and Wastewater Service Fees, and the balance of said amount to be evidenced by a series of non-ad valorem special assessments levied and assessed by OUA on the lands of DEVELOPER as described in Exhibit "A" attached to the Agreement in the amount of $71631000 . DEVELOPER hereby acknowledges that the value of the benefit to the lands described in Exhibit "A" is greater than the amount of the special and hereby consents to the levy of the special assessments by OUA on said lands assessments said amount. The special assessments shall be payable as a part of and in conjunction with the ad valorem taxes levied and assessed against said land ("property tax bill" as follows: ) t A. $ 79,590.00 (10% of the total amount) shall be due and payable as a part of and in conjunction with the property tax bill for 2007; i B. $ 80.0o (20% of the total amount) shall be due and payable as a part I of and in conjunction with the property tax bill for 2008; i C. 1159.180 00 20% of th ( e total amount) shall be due and payable as a part of and in conjunction with the property tax bill for 2009; D. $ 159,180.00 (20% of the total amount) shall be due and payable as a art of and in conjunction with the property tax bill for 2010; and p E. $ 159,180,00 (the unpaid balance) shall be due and payable as a part of and in conjunction with the property tax bill for 2011. These fees previously stated in paragraphs 2A, 213, 2C, 2D and 2E in this Addendum, 1 do not address nor do they include any Guaranteed Revenue Charges GRC as defined and specified in the Agreement. ) Any remaining fees, charges or monies due as shown in the Agreement, Exhibit "F" as pertaining to Water Service Fees and Wastewater Service Fees, will be paid as stipulated in the Agreement. 2 LAST REVISED 11lovo6 Stmat Project 1 11 May, IJ 07 06:00P Joice Boetius 305-372-0079 p.29 i 3. The ERC's hereby reserved for DEVELOPER, upon payment, shall attach to and run with the land described in said Exhibit "A" and -shall and sold, conveyed or transferred separate and apart from the land by DEVELOPER however, the OUA may re-purchase any excess, unused ERC's from DEVELOPER, t following a written letter from DEVELOPER. to OUA offering the re-purchase, in the future related to or resulting from a change in the site plan or permittable densities b j the respective local, state or federal permitting entities at a re-purchase price of 1 $2,225.00 per ERC, provided OUA has a third party purchase said excess ERC's from OUA under a then pending S andardgDe elople 's Agreement. OVA agrees to respond to DEVELOPER's re-purchase offer within r s five (45) business days and advise DEVELOPER of OUA Board action on the status o the offered re-purchase, of 1 4. With the -prior written consent of unreasonably withheld or delayed, for so long as h OaUbalance remainsnun pa d not be special assessments: p on the A. The DEVELOPER may sell, transfer or convey all of the property described in Exhibit "A" of the Agreement, and the balance of the special assessments may be assumed by the transferee and paid as said special assessments become and payable; and due B. The DEVELOPER may sell, transfer or convey any portion of the described in Exhibit "A" which includes fifty (50) or more of the reseed ERC's property balance of the special assessments applicable to the portion of the property and the transferred or conveyed may be assumed and paid by the transferee as said ss old, assessments become due and payable. pecial 5. Upon the sale, transfer or conveyance by DEVELOPER of any portion of the property described in Exhibit "A" which includes less than fifty (50) of the reserved ERC's, the balance of the special assessments applicable to the portion of the ro ertsold, transferred or conveyed shall be immediately and concurrently become due and payable. 6. The following conditions shall apply to the property sold, transferred or conveyed pursuant to paragraphs 4 and 5: A. Any transferred ERC's shall be subject to any new costs and any unpaid Guaranteed Revenue Charges (GRC's) or other amounts outstanding and owed b DEVELOPER to OUA under this Agreement as of the date of the transfer; all y shall be paid in full at the time of the transfer; and of which B. The transferred property and the transferee shall be subject to the same requirements as the original property and DEVELOPER under this Agreement, and 3 LAST REVISED 11/03/06 Straat Project MaYr 10 67 06:00b Joice Boetius i 305-372-0079 p.30 I ~ r C. The transferee shall be required to pay for any connectionfs of the transferred property to the existing :OUA facilities as required under this Agreement; and D- The DEVELOPER shat( pay the , adjustment of legal descriptions and assessmentcmeth dolony' associated with the related thereto to accommodate the original property and the transfer ed r other costs p operty. 7. Nothing in this Agreement shall be construed to prevent DEVELOPER from acquiring additional ERC's from OUA in the future, but all such future acquisitions shall be at the prevailing rate at the time such acquisition is made. B. DEVELOPER understands that the wastewater ERC's reserved under Agreement do not and shall not exist until the expansion of the existing the complete. WWfF is 9. OUA shall be free to spend the money paid to it by the DEVELOPS the provisions hereof to pay for or to obtain financing for the ex ansi R under on , WVWF and shall diligently pursue the final completion of such expansion of the existing 10. This Addendum shall be binding upon and shall inure to the benefit DEVELOPER and their respective assigns and successors by merger of OUA, conveyance/transfer- ,consolidation or l I 11, This Addendum is incorporated in and shall be a part of the Agreement supersedes all previous agreements or representations, either verbal or and heretofore in effect between OUA and DEVELOPER, made with respect to the matters contained herein, and when duly executed, together with the Agreement, constitutes totes the agreement between OUA and DEVELOPER, No additions, alterations or variati of the terms of this Addendum or the Agreement shall be valid, nor can provisions ors this Addendum or the Agreement be waived by either party Provisions of esuch additions, .alterations, variations or waivers are expressed in writing and uel usigned. Y 12: If any of the provisions of this Addendum conflict with the Agreement the terms of this Addendum shall control 13. If any part of this Addendum or the Agreement or unenforceable by any court, such invalidity or unenforceability is found to be invalid shall not affect the other parts of this Addendum or the Agreement if the rights and obligations of the parties contained herein are not materially prejudiced, and if the intentions of the parties can continue to be effected and to that end, this Addendum and the Agreement declared severable. are 74. The Agreement and this Addendum shall both be recorded in the public records of Okeechobee County, Florida. 4 LAST REVISED 11103.106 Straat Project -Vk %J vi ub:u1p Joice Boetius 305-372-0079 p.31 IN WITNESS WHEREOF, DEVELOPER and OUA have executed or caUse-d-tWs-Addendum to be duty executed in several counterparts, each have I be considered an original executed copy, of which shall ATTEST; OKEECHOBEE UTILITY AUTHORITY Joh F. Hayford, !II BY: i erk/Executive Direc George Long Chairman (Official Seal) APPROVED AS TO FORM AND f CORRECTNESS APPROVED BY QUA BOARD O TO L OUA Attorney rn b~ r , 200_(&_. fJ STATE OF FLORIDA ` COUNTY OF OKEECHOBEE The, foregoing instrument was acknowledged before m ~L 200 (Q , by George Long, Chairman, and. John F. Hayford, III, Clerk, day on of behalf of th OKEECHOBEE UTILITY AUTHORITY. "~m~oz.r, personally known to me or Each of said persons (check one) [ ]produced a driver's license issued by a state of the United States within the last five (5) years as identification, or identification, to-wit; j ]produced other ,~e~~e Marie o~ber°ti~ Printed Name: n,eff-~, ~i 5 - -•a Notary Public, State of Florida NDD242465 zy Commission No.; :gip My Commission Expires; //,/'&C -S-R li on LASS REVISED 11103/06 Strut Project May, gJ 01 06:01 p Joice BOetiUS I WITNESSES O DEVELOPER: "Yos f Print Name Print Na ' STATE OF FLORIDA G.OUNTY OF 305-372-0079 p.32 DEVELOPER 15th Street Homes, LLC Mont bello 13, LLC By: Juan E. Z Print Name Title: lwxd A tx Officer The foregoin. instrument, as ackno ledged before me this 2 a, by! as day of of ! Said person (check one ' a me, [ ] produced a driver's license issued by a state of the Unit State ally known to five (5) year~as~identification or s within the last wit: ] produced other identification; fo . Now PEM - S.wb or Frortda gy ~ AkiN 2009 .412351 Am, Printed Name: NotaryPublic, tat e _ Commission No.: My Commission Exprires: LAST REVISED 11/03/06 6 Straat Project Exhibit H - Schools [4107-70848. W PD] School Statement The Lakehouse - Okeechobee, Florida The Lakehouse development acknowledges the completed impact fee study and resolution of the Okeechobee School Board adopting an initial impact fee to be paid concurrent with the issuance of a building permit for residential units. The enabling ordinances adopted by Okeechobee County, requires this impact fee be paid prior to the Lakehouse receiving it's building permits for the residential units. Accordingly, the Lakehouse intends to meet the school board concurrency by payment of the impact fee. Additionally, the Lakehouse project team will meet with school district staff to discuss bus routes, school bus stops and student safety while walking to or from the designated bus stops. Reasonable requests will be accommodated. [4107-70828. WPD] Exhibit I - Traffic Analysis [4107-70848. WPD] A Traffic Impact Analysis of The Lakehouse Located in: Okeechobee, Florida Prepared for: The Evans Group Okeechobee, FL Prepared by: LBFH Inc. Consulting Civil Engineers, Surveyors & Mappers 3550 SW Corporate Parkway Palm City, Florida 34990 (772) 286-3883 LBFH Project No. 05-0260 Boyle Project No. 31629 August 15, 2007 Prep ed by~^ = ~Lsc Giait e, PE FE Reg 966387 08-15-07 ' TABLE OF CONTENTS Introduction 2 Site Data 3 Trip Generation 4 Existing Conditions 5 Trip Distribution 6 Future Conditions 7 Roadway Capacity 8 Background Conditions 9 ' Project Traffic Volumes 10 Roadway Link Analysis 11 - Conclusions 12 Recommendations 12 LIST OF FIGURES - Figure 1 - Site Location 2 Figure 2 - Trip Distribution 6 LIST OF TABLES Table 1 - Trip Generation 4 Table 2 - 2006 Average Annual Daily Traffic (AADT) 5 Table 3 - 2009 AADT Without Development 7 Table 4 - 2009 Level of Service (LOS) Without Development 8 Table 5 - 2009 AADT and LOS With Development 10 P:\05-0260\Traffic-Revised\05-0260.L.akehouse.TIA.report.imr.08.15.07.doc I INTRODUCTION LBFH has been retained to prepare a traffic impact analysis for a proposed development located in the City of Okeechobee. The purpose of this study is to determine the impact of the proposed development on adjacent roadway links and to determine if specific traffic improvements are necessary in order to maintain acceptable levels of service in the vicinity of the project. The site is bounded by SW 9th Street to the north and SW 15th Street to the south. The project is located between SW 7th Avenue and SW 10th Avenue but does not border either street. The site location and surrounding road network are shown in Figure 1 below. t NW 9N0 LN ~K tN ®q.1Mtx ( saq o MW 20TH W F G "0, ISTN NiN . }f' y TAY 4TH E NTN MW UTH j $ K 13TN:: KT2TM ~ ,y NE 11TN NE 1mW Y KSTN u = ti K 1 W. CYp144401NOW6 11 4 a t i _ s ■ K7TH4 Fi N64TN11 JS H97TH ST IMIw IN4TN N R "41Nw . ..v Ngp,'• HTPI YIK CENTEA.. n $ SMf2AD e t R o~('~H ATM M~n 3 SE 4TH s SIT E 7TH q ATN1114 ~ SO 7TN_ g D SE STH g3 T N X SW 12TH i k $ M 4W NTN ? i[ SE 0 1 NTN S SW NSTN ]111 va N Figure 1- Site Location P:\05-0260\Traffic-Revised\05-0260.Lakehouse.TlA.report.imr.08.15.07.doc 2 SITE DATA The project site consists of approximately 50.46 acres. The proposed development plan includes 136 single family detached residential units. The northern portion of the development will have primary access onto 9`h Street but will be connected to the southern portion of the project and will have access to 15th Street. The southern portion of the development, below the wetland preserve, will have a primary access onto 15th Street but will be connected to the north such that access will be possible onto 9th Street. A copy of the proposed site plan for this project is included as Exhibit I P:\05-0260\Traffic-Revised\05-0260.Lakehouse.TIA.report.imr.08.15.07.doc 3 TRIP GENERATION The trip generation rate was selected based on the type of residential units being proposed for the development. The single family detached residential units utilized ITE Code 210. Table 1 below tabulates the daily, AM and PM peak hour trip generation data for the proposed development. Trip generation for the proposed site was developed utilizing the 7th Edition of the Trip Generation Manual published by the Institute of Transportation Engineers. Table 1 The Lakehouse Total Trin Generation Summarv AM Peak Hour Code Land Use Amount In Out Total PM Peak Hour In Out Total ADT 210 Sin le-Famil Detached 136 DU 26 78 105 89 52 141 1,360 Total 26 78 105 89 52 141 1,360 The PM peak hour is the most intense with a total of 52 trips expected to exit the site and 89 trips to enter the site. The total daily trips added to the roadway networks is 1,360. ' The equations utilized in the trip generation shown in Table 1 are summarized as follows where T is equal to vehicle trips and X is equal to the number of dwelling units: • Single Family Detached - 210 o AM Peak Hour: T=0.7X+9.43 ■ Entrance Split: 0.25 ' Exit Split: 0.75 o PM Peak Hour: T = eo.9WX)+0.53 ' Entrance Split: 0.63 ■ Exit Split: 0.37 P:\05-0260\Traffic-Revised\05-0260. Lakehouse.TlA.report. imr.08.15.07. doc 4 EXISTING CONDITIONS The project site is surrounded by local roadways. These local roadways serve as primary connections to the arterial network. Traffic, once leaving the site, will have numerous ways to connect to the arterial roadway network. A brief description of the area roadways is ' included here. • SR 70 in this vicinity is a four lane divided facility. Left turn lanes are provided in ' the center median of this existing facility. • US 98/441 (Parrott Avenue) is also a four lane divided facility with turn lanes in the median. ' • SW 9th Street is a two lane roadway with uncontrolled access via driveways. • SW 15th Street is a two lane roadway with some discontinuities at about its intersection with SW 5th Street that serves to slow traffic through the area. Traffic volume data for the year 2005 was obtained from FDOT for State roads in the vicinity. These data were factored to represent peak conditions for the current year 2006. Data were also collected at selected intersections and roadway links within the general vicinity of the site. Table 2 is a tabulation of the data utilized for this analysis. Table 2 The Lakehouse 2006 Averam Annual Dailv Traffic (AADT) Road Name From To Type 2006 AADT Volume AADT Service Volume Concurrency Test SR 70 SW 48 Ave US 98 2-Ln 13,530 13,800 OK SR 70 US 98 SW 7 Ave 4-Ln 17,118 34,700 OK SR 70 SW 7 Ave SW 5 Ave 4-Ln 18,963 34,700 OK SR 70 SW 5 Ave Parrott 4-Ln 23,063 34,700 OK SR 70 Parrott SE 8 Ave 4-1-n 35,875 34,700 FAILS US 98 NW 36 St NW 9 St 2-1-n 5,330 13,800 OK US 98 NW 9 St SR 70 2-Ln 10,353 13,800 OK US 98 SR 70 SW 6 St 4-Ln 28,700 34,700 OK US 98 SW 6 St SW 16 St 4-Ln 28,700 34,700 OK US 98 SW 16 St Wolf Rd 4-Ln 27,675 34,760 OK US 441 NW 9 St NW 6 St 4-Ln 22,038 34,700 OK US 441 NW 6 St SR 70 4-Ln 25,625 34,700 OK SW 11 Ave SW 15 St SW Park St 2-1-n 1,500 14,600 OK SW 7 Ave SW 15 St SW Park St 2-1-n 1,508 14,600 OK SW 5 Ave SW 15 St SW Park St 2-Ln 2,987 14,600 OK SW 15 St SW 12 Ave SW 3 Ave 2-1-n 3,255 14,600 OK SW 16 St SW 3 Ave S Parrott 2-Ln 1,742 14,600 OK SW 9 St SW 11 Ave S Parrott 2-1-n 653 14,600 OK SW 6 St SW 11 Ave S Parrott 2-1-n 1,159 14,600 OK SW 4 St SW 7 Ave S Parrott 2-Ln 1,200 14,600 OK SW 2 St SW 10 Ave SW Park St 2-1-n 500 14,600 OK SR 70 from Parrott to SE 8th Avenue is failing level of service (LOS) requirement in its current condition. P:\05-0260\Traffic-Revised\05-0260.Lakehouse.TIA.report.imr.08.15.07.doc 5 TRIP DISTRIBUTION The overall distribution of trips into and away from the project site will be influenced by socio-economic conditions in the communities that surround the area. The conditions in the Okeechobee area are changing along with the current climate of growth in the south Florida region. Population density, job base, recreational amenities and travel time were utilized as factors impacting the final trip distribution estimate. While the population of Okeechobee County is relatively low, it is surrounded by areas where population is growing rapidly. The rapid growth in these surrounding areas is and will continue to be an influence on growth in the Okeechobee region. Lake Okeechobee to the south will be a major attraction for some of the trips generated from this development. In addition, the close proximity of this project to Palm Beach County indicates that a significant portion of traffic will have some destinations there. Likewise, the concentration of attractions in the Orlando area to the north will have a noticeable influence in travel patterns from this development. These factors, along with the varied attractions within Okeechobee County were considered as the distribution was being estimated. Figure 2 provides a detail of the anticipated project traffic distribution to the surrounding roadway network. i ° OY ME C a~ " 22ND W ~ Q U oq wr7,sr+H a. ON 70TH W . 10% xN MTN Nr m MOTH / W"Y 4TH MTx l Yii3iFf NNt2TN AB _ Q: ~ f~N Me 17TN4 NH /1!x 6eY r,~ 2 I g NH BTH xNB°W1TM• x ~ ~G IIE . Sa ^ Y MAtB N i• ry AH NHUNI . i 7O e g' ON:7TN S~ HEM W THT I F a. T: NE*TNW ' a VIOL i 111 CUTER G 4TH "l Si 4TH r $ i, ~ CBE 1TN eiiTHL4 F W rTx i G 0 30% $ p 20% arT~ BE BTX R _ 12% 3 4 0 MUTx k 3 ! "my" f & BYO, t1rN a iY., 41 KaYl .0T.. N Figure 2 - Trip Distribution P:\05-0260\Traffic-Revised\05-0260.Lakehouse.TiA.report.imr.08.15.07.doe 6 FUTURE CONDITIONS ' A design year of 2009 has been selected as an appropriate year to expect that this project will be completed. The growth of traffic in the area was estimated by combining data from the MOT Traffic Information 2005 data set along with recent trends in the area. i Based on the data from FDOT, forecasts for traffic growth in the area for the next ten years is likely to be just under 2% per year. This same data package indicated growth over the past ten years to be just below 3% per year. Although the past 4 years experienced growth at a slower rate, it was felt that a more conservative approach to the estimate should be made in order to ensure that low estimates are avoided. Consequently, a growth rate for the expected life of this project was selected at 2.5% per year. For the planning year of 2009, the daily traffic volumes for the roadway links were factored to reflect the anticipated growth. A 2.5% annual growth rate was applied along with a peak season factor in each instance. Table 3 details the anticipated growth in traffic of the adjacent roadways over the projected life of this project. Table 3 The Lakehouse 2009 Average Annual Daily Traffic (AADT) Without Development Road Name From To Type 2006 AA Volume 0 AADT Volume SR 70 SW 48 Ave US 98 2-Ln 13,530 14,570 SR 70 US 98 SW 7 Ave 4-Ln 17,118 18,434 SR 70 SW 7 Ave SW 5 Ave 4-Ln 18,963 20,421 SR 70 SW 5 Ave Parrott 4-Ln 23,063 24,836 SR 70 Parrott SE 8 Ave 4-Ln 35,875 38,633 US 98 NW 36 St NW 9 St 2-Ln 5,330 5,656 US 98 NW 9 St SR 70 2-Ln 10,353 11,149 US 98 SR 70 SW 6 St 4-Ln 28,700 30,907 US 98 SW 6 St SW 16 St 4-Ln 28,700 30,907 US 98 SW 16 St Wolf Rd 4-Ln 27,675 29,803 US 441 NW 9 St NW 6 St 4-Ln 22,038 23,732 US 441 NW 6 St SR 70 4-Ln 25,625 27,595 SW 11 Ave SW 15 St SW Park St 2-Ln 1,500 1,615 SW 7 Ave SW 15 St SW Park St 2-Ln 1,508 1,624 SW 5 Ave SW 15 St SW Park St 2-Ln 2,987 3,217 SW 15 St SW 12 Ave SW 3 Ave 2-Ln 3,255 3,505 SW 16 St SW 3 Ave S Parrott 2-Ln 1,742 1,876 SW 9 St SW 11 Ave S Parrott 2-Ln 653 703 SW 6 St SW 11 Ave S Parrott 2-Ln 1,159 1,248 SW 4 St SW 7 Ave S Parrott 2-Ln 1,200 1,292 SW 2 St SW 10 Ave SW Park St 2-Ln 500 538 MOT currently has no immediate plans for major roadway improvements in this general area. A project has recently been completed on SR 70 that continued the four lane treatment to just west of US 98. There are long range plans being made for improvements to SR 70 in the region as an element of the infra-state highway program. No immediate improvement plans were found, however, within the area potentially impacted by this project. P:\05-0260\Traffic-Revised\05-0260.Lakehouse.TlA.report.lmr.08.15.07.doc ROADWAY CAPACITY The ability of roadways to accommodate specific volumes of traffic at certain speeds and ' with measured delays is generally termed as its "capacity". Capacity is typically given a letter designation from A to F denoting acceptable to unacceptable. The Generalized Tables from MOT are typically used as an initial basis for making a determination as to ' whether or not operating conditions will be acceptable under specific volumes of traffic. A copy of the section of the Generalized Tables used for this project is included as Exhibit 2. ' Table 4 includes a summary of the maximum service volumes required by the City of Okeechobee for the roadways in the vicinity of the project. The LOS threshold for SR 70, US 441, and US 98 is Level of Service (LOS) C. The LOS thresholds for the remaining ' local roadways are LOS D. ' Table 4 The Lakehouse Average Annual Daily Traffic (AADT) and Level of Service (LOS) Without Development n Road Name From To Type 200 AA DT Volume 2009 D Volume AA Service Volume oncurrency Test SR 70 SW 48 Ave US 98 2-Ln 13,530 14,570 13,800 FAILS SR 70 US 98 SW 7 Ave 4-Ln 17,118 18,434 34,700 OK SR 70 SW 7 Ave SW 5 Ave 4-Ln 18,963 20,421 34,700 OK SR 70 SW 5 Ave Parrott 4-Ln 23,063 24,836 34,700 OK SR 70 Parrott SE 8 Ave 4-Ln 35,875 38,633 34,700 FAILS US 98 NW 36 St NW 9 St 2-Ln 5,330 5,656 13,800 OK US 98 NW 9 St SR 70 2-Ln 10,353 11,149 13,800 OK US 98 SR 70 SW 6 St 4-Ln 28,700 30,907 34,700 OK US 98 SW 6 St SW 16 St 4-Ln 28,700 30,907 34,700 OK US 98 SW 16 St Wolf Rd 4-Ln 27,675 29,803 34,760 OK US 441 NW 9 St NW 6 St 4-Ln 22,038 23,732 34,700 OK US 441 NW 6 St SR 70 4-Ln 25,625 27,595 34,700 OK SW 11 Ave SW 15 St SW Park St 2-Ln 1,500 1,615 14,600 OK SW 7 Ave SW 15 St SW Park St 2-Ln 1,508 1,624 14,600 OK SW 5 Ave SW 15 St SW Park St 2-Ln 2,987 3,217 14,600 OK SW 15 St SW 12 Ave SW 3 Ave 2-Ln 3,255 3,505 14,600 OK SW 16 St SW 3 Ave S Parrott 2-Ln 1,742 1,876 14,600 OK SW 9 St SW 11 Ave S Parrott 2-Ln 653 703 14,600 OK SW 6 St SW 11 Ave S Parrott 2-Ln 1,159 1,248 14,600 OK SW 4 St SW 7 Ave S Parrott 2-Ln 1,200 1,292 14,600 OK SW 2 St SW 10 Ave SW Park St 2-Ln 500 538 14,600 OK The segment of SR 70 from Parrott Ave to SE 8`h Avenue currently exceeds the assigned capacity threshold and will continue to do so in the future without necessary improvements. SR 70 from SW 48d` Avenue to its intersection with US 98 is nearing the ' noted threshold and will exceed capacity if anticipated growth continues. According to the Okeechobee County Code of Ordinances, (5.00.02 - Applicability of level of service ' standards) SR 70 from CR 70A to US 98 and from NE 18th Ave to SR 710 is classified as a backlogged facility where the service level is "maintain and improve". ' The values provided in the generalized tables are derived from a specific set of operating conditions that could be expected to be used where traffic is operating at non-critical levels of service. Actual operating conditions are frequently different and a detailed arterial P:\05-0260\Traftic-Revised\05-0260.Lakehouse.TlA.report.Imr.08.15.07.doe 8 analysis may indicate that the roadway has an operating capacity above the limit given in the generalized tables. BACKGROUND CONDITIONS Traffic that is associated with approved projects that are not yet being constructed must be accounted for in the impact analysis for the design year. The background traffic was calculated by utilizing the growth rate as published by FDOT of 2.5%. FDOT worksheets are included in the appendix of this report. The growth factor is intended to account for future area growth as well as future projects that get developed within the area. P:\05-02601Traffic-Revised\05-0260.1.akehouse.TlA.report.lmr.08.15.07.doc 9 PROTECT TRAFFIC VOLUMES Traffic volumes from the project have been distributed to the roadway network in accord with information noted previously in this report. This distribution indicates that approximately 20% of the traffic will be destined for points to the north; about 22% to the west and north toward Brighton and Lake Placid; and the remainder to the east and south toward St. Lucie, Martin, and Palm Beach Counties. Table 5 below summarizes the anticipated traffic from the project on the roadway links adjacent to the development site. Table 5 The Lakehoase Imo A..- - A w.....1 T%-no Ir-fr- 1A A n7n -..a T ..I nr c..., n ns1 W ie6 rl-t..,norr Road Name From To Distribution Percentage Project Trips 2009 AADT Volume 2009 Total Volume AADT Service Voknne Percent Level Of service ncurrency Test SR 70 SW 48 Ave US 98 12% 163 14,570 14,733 13,800 1.2% FAILS SR 70 US 98 SW 7 Ave 22% 299 18,434 18,733 34,700 0.9% OK SR 70 SW 7 Ave SW 5 Ave 7% 95 20,421 20,516 34,700 0.3% OK SR 70 SW 5 Ave Parrott 15% 204 24,838 25,040 34,700 0.8% OK SR 70 Parrott SE 8 Ave 28% 381 38,633 39,014 34,700 1.1% FAILS US 98 NW 36 St NW 9 St 10% 136 5,658 5,792 13,800 1.0% OK US 98 NW 9 St SR 70 10% 136 11,149 11,285 13,800 1.0% OK U5 98 SR 70 SW 6 St 25% 340 30,907 31,247 34,700 1.0% OK US 96 SW 6 St SW 16 St 10% 136 30,907 31,043 34,700 0.4% OK US 98 SW 16 St Wall Rd 30% 408 29,803 30,211 34,780 1.2% OK US 441 NW 9 St NW 8 St 20% 272 23.732 24,004 34,700 0.8% OK US 441 NW 8 st SR 70 10% 136 27,595 27,731 34,700 0.4% OK SW 11 Ave SW 15 St SW Park St 10% 136 1,615 1,751 14,600 0.9% OK SW 7 Ave SW 15 St SW Park St 5% 88 1,624 1,692 14,800 0.5% OK SW 5 Ave SW 15 Sl SW Park St 10% 136 3,217 3,353 14,600 0.9% OK SW 15 St SW 12 Ave SW 3 Ave 15% 204 3,505 3,709 14AW 1.4% OK SW 16 St SW 3 Ave S Parrott 10% 136 1,876 2,012 14,800 0.9% OK Most SW 11 Ave S Penott 20% 272 703 975 14,800 1.9% OK SW 6 St SW 11 Ave S Parrott 10% 136 1,248 1,384 14.600 0.9% OK 4 Sl SW 7 Ave S Parrott 2% 27 1 ,292 1,319 14,600 0.2% OK OK 2 St SWSW SW 10 Ave SW Park Sl 2% 27 538 565 14,600 0.2% OK The only roadway links that do not meet concurrency standards are on SR-70. The link immediately east of Parrott Avenue shows failure as well as the link to the west of SR-98. With a failure based on the generalized tables, a more detailed arterial analysis is in order to determine a more precise estimate of the level of service being provided by area roadways. P:\05-02601Trsjlic-Revised\05A260.Lakehouse.TlA.report.Imr.08.15.07.doc 10 ' ROADWAY LINK ANALYSIS 2006.4na4rsis- Evistin Conditions ' A traffic simulation network was developed to include the intersections along SR 70 from SR-98 to NE 8th Street. This network provides a basis for evaluating the capacity of the ' corridor based upon the signalized intersections within the corridor and the operating conditions that exist at the intersections. Current signal operating data was obtained from FDOT. With current operating data along with traffic volume data, an assessment of current operating conditions can be made. Data obtained from FDOT is included in Exhibit 2. ■ The operating parameters for the signalized intersections through the immediate area were input into the traffic simulation network and level of service parameters were calculated for the existing traffic conditions. Current arterial level of service calculations indicates that conditions, at present, are reasonably good in both travel directions. However, the amount of delay and a somewhat slower travel time is evident at the major intersection of SR 70 ' and Parrott Avenue. This causes the arterial LOS to be at E during the morning peak hour for the westbound direction. The eastbound direction remains at LOS C. ' The increased signal delay time and slow operating speeds at the intersection of SR 70 and Parrott Avenue are evident during both peak traffic periods. The slower speed and higher delay to the eastbound travel direction is attributable to the very heavy volume of traffic ' turning left onto Parrott Avenue southbound from SR 70. Exhibit 3 contains printed reports of this analysis. 2009.Anall-sis- R71h Project The analysis for 2009 conditions was performed only for the afternoon peak period. The afternoon period is the critical period of the day for traffic in Okeechobee as well as other areas of South Florida. Summary operating condition charts are included below for the two corridors with traffic projected for the year 2009 used as the basis for analysis. Current signal operations were continued for this initial analysis. The information contained here indicates that operating conditions on roadways within the study area will be reduced slightly due to normal growth in traffic volumes that is expected over the time period noted. Conditions will remain at previously noted LOS levels and congestion will remain to be a concern for the intersection of SR 70 and Parrott Avenue. Exhibit 3 contains details of this analysis. P.\05-0260\Traffc-Revised\05-0260.Lakehouse.TIA.mport.imr.08.15.07.doc I I CONCLUSION The overall impact of the proposed project is minimal. This is due, in part, to the fact that ' the surrounding roadway network offers several potential points of ingress and egress from the site. u n Levels of service for some roadway links are likely to be above the adopted limits with or without this project. The project will consume only about 1.9% of the adopted level of service on the most heavily impacted roadway link. The intersection of SR 70 and Parrott Avenue will remain the critical intersection within the area. Congestion is being experienced at this location at the current time due to the high volume of turning vehicles at the intersection and the limitation of space for additional turn lanes. This situation will continue to be a concern into the future as traffic volumes increase. Surface streets that will be impacted include 15'` Street; 9t' Street; 11t' Avenue and 5`h Avenue. The volumes of traffic entering and exiting these streets, however, from the project are not at a level that will require turn lanes. RECOMMENDATIONS Traffic signal timing and operating parameters should be updated on a regular basis due to changing traffic demands and growth in the area in general. The signal operating parameters for the intersections along SR 70 in this area can be modified to allow for somewhat greater efficiency than is currently being maintained. It is recommended that traffic volume movement counts be conducted along with some long term seasonal factor traffic volume counts. The data collected from this effort should be used to develop a revised set of signal operating parameters for the intersections along SR 70 through the area. P:\05-0260\Traffic-Revised105-0260.Lakehouse.TlA.report.lmr.08.15.07.doc 12 APPENDIX List of Exhibits Exhibit 1- Site Plan Exhibit 2 - MOT Generalized Annual Average Daily Traffic Exhibit 3 - Synchro 7.0 Worksheets Exhibit 4 - Traffic Counts EXHIBIT Site Plan 1 I ' f roduct and Lot design 5tandards for Residentia Product District Mtx u Buld units (N(id Plantation Lot SF 10% 14 . _ _ 2400 - 3000 s.f. Estate Village Lot SF 10% 13 _.._.1900 2400 s.f. vi page 1600 - 1900 s.f. kBUngalow . square Footage/Data calculations 5i Total Site Area: 2,: a of Units: Overall Gross Residential Densit (DU/Aa.): Required Per Propose Maximum Allowable Lot Coverage (40%): a Max. Allowable II surface Area (60%): 1 Min. Open 5 a Required (40%): a Min. Improved Recreation Area Required (15 9.f/dw), Proposed Per current Plane: Laidsea in / en space Provided: 98 Percent a Landsc in / en Space Provided: Park/Buffer en we: Lake Area (Within ° le Circle): U land/Existin Wetlwd ryVlthin Eagle circle): Im ervious Surface Calculations: _ Total Lot Coverage: 5. Imperyl=z Area (piwtatim Lot): OF 10t5! hp."i~. Area (C~Ltaga Lot): # op lot.: I I I I 1 ~ I I I-. i Oo age sE 42/ SZ 7300 1600 s.f.____ Gottage_ ~ . Note: This matnx is believed to be within current Gta~ of :Note: A 70' Front Yard Utility Easement is anticipated. ~ ~ Q~ it III III II IL-.--. J v L_J L_JLL~ \\\l\ ~7\ PARK : fLLrG I L = __G-Jr1~ V ..i 1 I ACRE CLUBHOUSa TRACT B - - G~ 7-4pOO S.F. CLUBHOUSE) I PARK . I ~ Ili G ~Ir G PARKI r I v l-I V 19 V II V I _ 8~ PARK II III II III r -8 ILL I:I I:I 1: PARK -JL--iLL 9.00 AUGUST 14, 2001 NVIROSCAPe, --0,.D13UO, eoL 5-0 ID PLANNING& LANDSCAPE ARCHITECTURE Fwx iO)/6s0.6n1 A DIVISION OF THE EVANS GROUP The Lakehou, -kV ANS.,.,, A Wal.ka~le, Community F-`n'&PLANNING 1001 N.ORANGE AVE ORGNDO, F[ARR)w 3}Rpl 0]M50.8]]0 FAx ~o]nsoani I It a W 1~ EXHIBIT 2 Generalized Annual Average Daily Traffic TABLO 4 o 1 4NERALIZE0ANNUAL AVIMAr.9 DAILY VOLUMES:FOR FLORIDA'S URBANIZED AREAS• UMT1RAt Pf1 D;R OW I(1G"AYS IR&RWATS Leval'ofSkvice lntav3w89apadlw8~2mLnpnt . Laow Divided A 8. G D E Leval of Service Un4ivided 2,000 7;000 13,900 19;600 27.000 Ltmaw A H C D 8 4_ Divided 20;400: 33,000 44,000 61,800 1%M 4 23,800. 39,600 55,2W 67,100 74,600 .6 . Divided to 200. 49 500' ..716W 700. . 10540 6 3.6,900 61,100 85,306 103,60 115,300 $TAfgTiYG-W AYA1tR$81AL8 8 49,900 82,700 115,300 140,200 156,00 C1astIM.00to1.99sig"bodiotenitdom4srmile) 10 6300 104$0 145,500 176,900 196;400' Levdof8ervice 1Z 75MO 125,80 17$,50 213,50 237,10 T.ws Divided A" 8 C D H Undivided *v 4;200 13,8W 16,400 16M Inaetcbangeapaft<2mi.apatt k Divided 4,80 29,30- 34,70 33,70 woo Lavalofserviee .6 - Divided' 7;300" 44;70 52.10 33,500 *rr Lmw A Et G D- H ti Divided 9,400 58,00 66;10 67,80 4 22,00 36,00 52;00 67,20 76;500 ' ' 6 34,9W 5610 91,7W 103,800 120,7.00 Claw 11(2,00 to 4.50 sipalixed Iatwedim pertWle) 9 47300 71;000 111,!0 144,30 163,900 LovelOf 8etvia IV 60,200 9730 141,20 182,60 207,60 tAneaDivided A $ C D I 8 12 72,900 118,100 170,900 221,10 251,200 2 Undivided UOO 11,200 15.40 16,300 4 Divided 4,100 26,OW. 32;70 3430 - - - - ' d Divided rr 6360. 40,90 49,20 51.80 MCVCLZMOD$ 8 Divided 8,30 33,300 63.80 67,000 QYahcLavalofeervkafwdwboyWonx pin tiatablebbaaedonmadwq gaol ddmst40 pftudapwdandtmfficco ditlona botnwWmrofbiaya su CimsM(mmi;Own4.SUgWixediatmectlaruparm0c,endmt wbrgma15o11ity. iplymotoriaeg"hick whimeaabtrwnbalowbyaambar wigt8lprtmYrycitywaftl wdimdiddatofan ofdiradantlrumbM sawatodetw atatwawaymakimmsai4kevoMmeaJ urbanized me was 750.000 AIM snouwer/ LawdofSe vies BL7*L4ne LerelOfsarvia 1.ctea Divided A V C D B Covptags A H C A H ;2 Undivided rr •0 ' ' 5,300 12,600 15300 04996 r► *r 3200 11,800. >1300 4 Divided rr rr 12,40 28,900 32,100 SO WOK 2,50 4,100. >4;10 arr 6 Divided 1900 44;70 49700 Is-IN% 3110. 7,200 Y7,20 *rr ae 8 Divided 2$;800 A70 63,000 ' PXDIMTllMMODs Cleo 1V (mom d w4'4.5 iigwilmd t mna permia, u4wlo6 (Ne4t IOAA efwnla ibr lbepedwkim mods in this toble b bawd on adwq prausrgolty avoid btubtwedistdoCotasswbm Want peameMesat4dM*V eladapoadtmdtbt6oeoo dom,notnumberofpedmaism over 750,00) ado80p8tflity.)(Ir;eltiplytno* Wvaidulovolomaaetiownbel6wbynae9betof- Lovelof8avica dkwOoWm4dMgJones WdaewmiastwaaeymatdmomwrOwvolmaer.) 'LwwDivided A B C D E LovelofSesvice 2 Undivided $,200 13,100 15,00 SidawdkCovnage A 8 C D H 4 Divided . 12,309: 3%3W $110 0.49% 6,400 1530 i f Divided 19100 45,800 47x60 .5044%. "•r rr rr 9190 19.000 W Divided 25,900 39,90 62,200 85-10051 oo 2,206 11,300 >1000 rrr N(1 :8'f TO ROADWAY4 MP40DE Okbodtded Fixed Rmi e) Major Cityxtonty A&Aftwye (Bases pwboae) Levatef8srvloe' O++aU.wv aowra.,..aara:arraaa.arma.saA.+i.rw■aa■ere6.wa.am) Lanes Divided A 8' C D- E I evel'af 8erviae :1' 4indlVided 9,100 14;60 15,600- Sidn"WCovemp A 8 C 11, 8 k blyded 21;400 31,100 32900:. 044% >3 Z4 I ? ' 6. Divided 331100 46,00 49,30 83.100% >6. >4 At $ y1 ARTERIAtM01"TATI! 1E "WAY AD778 M6.7VTS ©tber8ieau1lted]toadtvq!s DD/IDBD/11NAIV11iHd (sigpa8Za8'1wooerdo melyids) (W-gmmepondiap.-low by dwin latod perotat) 1aVopotBarvlee.: I.enoa Medlin Lan TPMtanw A40stifiOUFadw Lute. Divided A w C" t5: 8 3 Dlvimed yet +S% 24 bn4iv?dd°. 4,800 10,006 11,600 2. Undivided: No -20-4. . Ai- >s dad: so 100. 1900 25.00. Until Undivided yes -5% 4oorae: plocid4IIopeelWcatof8tearllbttation.. 02/22/02 Mvlli Undivided No -25% Bystame1tleoWny 081ae 606 94wapua4 shoat. MB 19 MU WAYpACPAI188 " s ` 7sltehaadaa, H1 33391K @43{1 f L u D.4mase cwtapondinS W*4 aliamd Volowio this trb a 1* 40% to w EXHIBIT 3 Syncrho 7.0 Worksheets HCM Signalized Intersection Capacity Analysis 1: SR 70 & Parrott Ave 811 512 0 0 7 Lane Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 W NEW Lane Util. Factor 1.00 0.95 1.00 N0.95 1.00 0.95 1.00 . 1.00 0.95 = Es Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 IS WINE Flt Permitted 0.18 1.00 0.15 1.00 0.25 1.00 1.00 0.16 1.00 07 W,,,re_rffl7..A W_ Peak-hour factor, PHF 0.84 0.84 0.84 0.60 0.60 0.60 0.87 0.87 0.87 0.92 0.92 0.92 .vaw.c ems{~ E....1srs~sx i4. & ~xc~aw_ ~na+s~ ~e"u1{{Ym rCp ei•~ ode. k r , ~ r n'.• X , RTOR Reduction (vph) 0 20 0 0 23 0 0 0 247 . 0 15 0 Pti}{ratl ~5~ r,'-,E %'r`r'A3 (s3 39.4 36.3 23.1 23.1 45.9 28.7 " a I WON' rance s) 6.0 4.0 5.5 5.5 4.0 5.5 Lane Grp Cap(vph) 317 729 546 1164 313 710 317 377 857 v1s Ratio Perm 0.15 0.29 0.12 0.04 c0.18 f ! ~ tFv . 'fin ! M' ~ Uniform Delay, d1 48 9 43 3 32.9 37.9 2 . 30.9 la'' ~WN>~MG~AIA~I~PoEiP'd~J~"~ 43.7 38.3 27.4 Y Nd[~ v~Lk ~P$ 391 ` lp Incremental Delay, d2 9.3 7.5 129.0 305.7 3.9 5.8 0.3 10.4 2.3 ' Level of Service E D F F C D D D D Approach LOS D F D ' D HCM Average Control Delay 167.2 HCM Level of Service F ~ ~ Actuated Cycle Length (s) 115.2 .Sum of lost time (s) 12.0 Analysis Period (min) ~ . 15 7:00 am Baseline Synchro 7 - Report %user name% Page 1 HCM Signalized Intersection Capacity Analysis 9: SR 70 & SR 98 8/1512007 Lane U61. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Flt Permitted 0.25 1.00 1.00 1.00 0.95 1.00 Peak-(hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 'S4kAxaf.1HF']`~~ ._n4seo-]lCP Jffi n ~ L" t '~~+2a MTV ~v~~J.2i2Cka~. z~x~r...bi1P~ RTOR Reduction (vph) 0 y 0 0 289 0 81 Turn Type pm+pt Perm custom Phases Effective Green, g (s) 34.2 34.2 23.5 23.5 17.5 17.5 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 417 2027 1393 623 519 464 0. Uniform Delay, d1 6.7 6.3 13.7 12.5 19.0 15.2 e t Y. t~R2~ ~t G W, F >T6>/AVammuevvwA W~Rk Incremental Delay, d2 0.4 0.1 0.3 0.3 5.1 0.1 k . r F Level of Service A A B B C B Q ~ Ate,! Approach LOS A B C 7:00 am Baseline Synchro 7 - Report %user name% Page 2 HCM Average Control Delay 13.5 HCM Level of Service B . . y f, WINEM u L r ` ,L4i'a-m.. . a ~ ' - '~3. e . _ 'G A r24 .a•~`~ .mom 4 ° .~~Y'6~Y m >Q`YG'v2Y9.,f,'~fC}~.-''•' ~7d%3° s C'icvkT~ %S' 's"RRb'L.'3' 5 . Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 " 1900 . , . 1900 1900 1900 ~~Y%K32Y6R'R~ ~ a ✓A - , .'d , {f y ' ' , ~ ' . n , - . ..n! Lane Util. Factor 1.00 0.95 1.00- "x0.95 ' a r - i4 1.00 1.00 1.00 1.00 Fit Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 ry Flt Permitted 0.12 1.00 0.24 1.00 0.67 1.00 0.36 1.00 • .A' ~"..'W 3. R ? .F': evr.27lK~>. ) 'h~i"" Sn : ~s r~ ~ ~ yyr ~ Peak-hour factor, PHF 0.87 0.87 0.87 0.78 0.78 0.78 0.75 0.75 0.75 0.89 0.89 0.89 RTOR Reduction (vph) 0 8 0 0 4 0 0 41 0 0 10 0 Turn Type pm+pt pm+pt Perm Perm yy Permitted Phases 6 2 4 8 Effective Green, g s) 37.9 32.9 43.3 35.6 15.0 Y f y 15.0 Y 15.0 15.0 ~q y o 1.tf1 5.ro g d i. r,A Clearance Time s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 r A a Lane Grp Cap (vph) 242 1698 442 1848 278 385 148 403 s v/s Ratio Perm 0.11 0.18 0.07 0.08 _ ,,;+g?f .•'s - .v' rGA. 3•YA ~'S r - .x a } f t r Uniform Delay, dl 8.3 11.7 5.7 12.1 22.1 23.8 22.2 21.9 Incremental Delay, d2 0.5 1.0 0.5 2.4 0.7 3.3 1.4 0.4 1{p ~ Level of Service A B A B C C C C tysx,'°.. 'Iw' t c~7t~ih~&4xa..u wc~e7ak a~x+4d~tm>~r rn ~ .T>?.xa1 ~g a<r~...~._ az X Approach LOS B B C C HCM.Average Control Delay 15.4 HCM Level of Service B Actuated Cycle Length (s) 67.6 Sum of lost time (s) 12 0 i GI 11t130 $ Y g 1. ' x Y . ' t Analysis Period (min) 15 ' 7:00 am Baseline %user name% Synchro 7 - Report Page 3 ' HCM Signalized Intersection Capacity Analysis 11: SR 70 & 8th Ave 8/15/2007 Lane Configurations I t} I tt ♦ ' ,.4;. c~~~ ~ ~ ~~fi ~'ffi ~ ' S ~ ' f J~"~~~~ ' '=Y ~ ~ _ :~~j : A. k : ~ • ~ . . . 5~ .h ii n ..a .m3u/ A. t iA Ideal Flow (vphpl) 1900 1900 1900 1900 1900 e. 1900 1900 .I . . . . w 1900 1900 1900 1900 1900 Lane Util. Factor 0 95 1.00 1.00 0.95 1.00 1.00 ' M~ .9 ~ g 0 0.95 Flt Protected 0.95 1 00 1.00 0.96 0.98 g T~ ~ "y . Flt Permitted 012 1.00 019 1.0 0 0.73 0.88 ' ( Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 w RTOR Reduction (vph) 0 5 0 0 1 0 0 8 0 0 17 0 S om+ot Turn Type Perm Perm Perm Permitted Phases 2 4 8 41.1 42.1 16.7 16.7 Clearance Time (s) 5.0 5.0 4.0 5.0 6.0 6.0 . af.r e:'fik ~ 'W a" , ~'„er .,.'.:n; r ,e r k i ° ~4$'r'a. ' Y9i Lane Grp Cap (vph) 120 1871 265 2227 335 381 X~ v/s Ratio Perm 0.09 0.05 c0.15 0.03 Uniform Delay, d1 8.0 10.2 6.3 8.1 22.0 19.4 Incremental Delay, d2 0.7 0.3 0.1 1.8 2.6 0.1 F A pA M 1w III: 1I Level of Service A B A A C B _ Approach LOS B A C B HCM Average Control Delay 11.3 HCM Level of Service B ~ d i Jam; ~ ~ .A~ • 9~, ~r~ Actuated Cycle Length (s) 6.8 Sum of lost time (s) 6 8.0 0I I I''' MME cry - 111 _ Analysis Period (min) 15 . ~ ~ t ~ n , ' ~ . m t]' > • s ~ x ~ " ~ t d . n ~ ~ _ . v a•. . 2 ~ :,a ~ a.` ~ ~ •3 x 9. . bi*d.R'/. ' 7:00 am Baseline %user name% Synchro 7 - Report Page 4 -HCM Signalized Intersection Capacity Analysis 1: SR 70 & Parrott Ave 8115/2007 Ideal Flow (vphpl) 1900 ` 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 - Lane Util.-Factor- - 1,00. } 0.95 1.00 0.95 .1.00 0.95 M 1.00 1.00 _ 0.95 1.00 Fit Protected 0 .95 1.010. 0.95 1 00 .0 .95 1.00 1.00 0.95 1,00 1.00 ~ yy R~' tl~~~ ~Yt~YnXmlfa6:l nd4i:'7CY~'uf ~ s~. Flt Permitted 0.17 1 .0.0 014 1 00 017. 1.00 1.00 015. 1.00 1.00 w - Peak.hourfactor, PHF 0.89 0. 8 9 0.89 0.89 0.89 0.89 0.95: 0.95 0.95 0.92 0.92 0.92 ( . ' RTOR Reduction (vph) 0 21 0 0 45 0 0 0 366 0 0 120 Hea Vehicles % 2% 2% 2% 2% 2% 2°k 2% 2°~ 2% 2% 2% 2% Protected Phases 3 8 7 4 1 6 5 2 Actuated Green, G (s) 38.5 24.0 59.0 40.5 42.8 23.5 23.5 53,3 30.0 30.0 P. ~ t , ctu Aated C Ratio 0. 0.21' 31 0.48 0.34 0.35 0.20 0.20 0.43 0.25 0.24 1 xp~ • r Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 v1s Ratio Prot. 0.08 . c0.24 c0.24 0.30 0.12 0.17 c0.20 0.23 J , j ' v1c Ratio ~ 0.72 . 1 14 0.97 0.88 0.80 0.84 0.70. 0.96 0.89. 0.10 Progfw&n Factor: 1.00 1.00 1.00 1.00 1.00 1.00: 1,00. 1,00 1,00 1.00 NEW= HCM Volume to Capacity ratio . 0.98 NOW, Intersection Capacity Utilization 95.5% ICU Level of Service` F ■ '~~~'"i`~r~ yyam~((.`~~~~~°~~, ~ ~ F : ~ ~ g t 5~~- ~ 3 ' c Critical Lane Group C PMPeak Hour ' Synchro Z>-:'Report %user_name%' : Page 1 ' HCM Signalized Intersection Capacity Analysis 9: SR 70 & SR 98 6/15/2007 Lane Configurations t y Ideal Flow (vph p ll)1900 1900 1900 1900 1900 1900 (ry yg _ 3.t~~ ~ a,.b. 7~ e . ~~~5~~; .,m`h, -;t 's'7, a.5 R. d' • . ;~...m. ~ - , 77'r t' - R .v'i J: . . . . Lane Util Factor 1.00 0.95 0.95 1.000 1.00 1.00 Y7 > : . ' f u 4. ~ •r~7~W N h •.if~~)D'}' R t~, ~ k. ~ a5 O '~~~~~~U~r Y • ~ Z 5•c fieSA@ C~ ' a+Y L '`S f2G 34w%~ 1iYSP ' S:A'~ F36'b'n1 N kl Ahfi ~ ~ ~S~~o~ . . . . • . p a . + Fit Protected 0,95 1.00 1.00 1.00 0.95 .t,a . 1.00 ~yy ?1Y"~~AVii 8383 ~ 2 1 k ~J~~~r~ ~ Fit Permitted 0.23 1.00 1.00 1.00 0.95 1.00 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 RTOR Reduction (vph) 0 0 0 274 0 205 J MUMMER. 3 M: Heavy Vehicles % 2% 2% 2% 2% 2% 2% ~..........i l .:f -~a YM , a? Protected Phases 1 6 2 3 8 • I n~~ ~ • frsar ~ ` z~8~'~'~1F ~~3' N t f ~ _ o _ b'Oli~ Actuated Green, G (s) 35.0 35.0 22.2 22.2 17.4 17.4 Actuated g/C Ratio 0.58 0.58 0 .37 0.37 0.29 0.29 R~ 0y' ' Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 v/s Ratio Prot c0.05 0.14 c0.20 c0.22 0.07 ' u. ~4Wwf`~R~~•v4'.'(. AW~'~2rt3'i.'' ~ ~ ~ '..yn' _ : i' v/c Ratio 0.37 0.24 0.55 0.28 ' - 6! u 0.76 ' ' fd .0.23 . f'? ro Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Delay (s) . 7.8 6.6 15:9 14.0 26.4 16.9 Approach Delay (s) 6.9 15.2 22.2 t st. r i HCM Signalized Intersection Capacity Analysis 10: SR 70 & 5th 8/15/2007 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ~n «x5z ..sa°^tc's ~r > t~. a s' z 1PN. .~ak k .:ri.a,. ^H.M Lane Utll. Factor 1 00 0 95 1.00 r 0 95 ~ A t~ ~~1 AF`5~~~~." . e 1.00 100 e i s, 4 ° 100 100 j . . .a. aR 1~.bA$4... Flt Protected 0 95 1 00 0 95 1.00 OM 1.00 0 95 1.00 Flt Permitted 0.21 1.00 0,19 1.00 0.39 1.00 0.41 1.00 a Peak-hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.80 0.80 0.80 0.75 0.75 0.75 ffi RTOR Reduction (vph) 0 5 0 0 y 7 0 0 35 0 0 17 0 912 t. Heavy Vehicles % 2% 2% 2% 2% Protected Phases 1 6 5 2 ; & 4 8 M,. 33.2 38,2 Actuated Green, G (s) 34.5 ~ 7 19.1 j ~ 0.62 0.53 0.27 0.27 0.27 0.27 r f4 .Vehicle Extension (s) 3 0 3 0 3 0 3.0 3.0 3.0 3.0 3.0 n~aas~~.s ,t~, ~ :;~:.~s~rri~?~,~D'~'•~' . r. u~3e~~"~~s4°~~~ ~ r {~.°i~ " a f~~l;~i~'~, _ . _ ;w c Critical Lane Group PM Peak Hour Synchro 7 - Report %user_name% Page 3 HCM Signalized Intersection Capacity Analysis 11: SR 70 & 8th Ave 8/15/2007 Lane Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane. Util. Factor az~1.00 0.95 1.00 0.95 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.998 0.98 Mf•.w..4 E k^_ ~ .t ~„ucaw~sa~xayrr.,azss~,.ar.~.x.em s..~•• f.. Flt Permitted 0.18 1.00 0.10 .1.00 0.83 0.90 y Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 to Intersection Capacity U c Critical Lane Group ratio 0.72 ration 76.2% ICU Level of Service D PM Peak Hour Synchro 7 - Report %user name% Page 4 s Actuated Green, G (s) 36.8 36.8 46.7 46.7 10.3 10.3 Actuated gIC Ratio 0.56 0.56 0.69 0.70 0.18 0.18 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 v/s Ratio Prot . c0.45 0.03 c0.41 v/c Ratio 0.41 0.81 0,39 0.59 0.42 0.09 i I ' HCM Signalized Intersectio n Capacity Analysis 1 • SIR 70 & Parrott Ave 8!1512007 Lane Configurations . IdealFlowivphpl) 1900. 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 FIt Protected 0.95 1:.00 0.95 1.00 0.95 1.00 1.00 0.95 h 1.00 Flt Permitted m 0.17 1.00 0.14 1.00 0.17 1.00 1.00 0.15 1.00 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ' RTOR Reduction (vph) , 0 22 0 ; 0 44 0 0 0 364 0 11 0 Turn Tye A pm+pt pm±pt pm+pt Perm pm+pt 6 6 2 Permitted Phases 8 4 ' Effective Green, g (s) 39.3 26.1 59.1 41.9 43.4 25.0 25.0 53.3 30.9 Clearance Time (s) 4.0 6.0 4.0 6.0 4.0 5.5 5.5 4.0 5.5 ' Lane Grp Cap (vph) 277 720 503 . 1136 :I 111 111311 1 344 131,1111 1111:! 714 411511 319 :111111 429 863 vls Ratio Penn 0.14 0.26 0.15 0.16 0.21 ' Uniform Delay, d1 ` 34.9 48.9 • 48.7 41.0 33.1 47.6 k 47.0 35.9 46.5 Incremental Delay, d2 9.2 ~ 177.4 89.6 32.6 13.5 9.5 12.9 32.4 32.3 ' E E E E Level of. Service D F F E D f Approach LOS F F E E HCM Average Control Delay 101.6 HCM Level of Service '!!111 10501 1111 F j Actuated Cycle Length (s) 123.9 Sum of lost time (s) 12.0 t Analysis Period (min) 15 2009 Midday Synchro 7 - Report ' %user_name% Page 1 HCM Signalized Intersection Capacity Analysis 3: SW 21 st Street & Parrott Ave 8!1512007 Lane Configurations I 1~ I T F I TT 'i'~ fi7N ~~1 r ~}Yfi M, Ideal Flow (vphpl) 1900 1900 1900 1900_ 1900 1900 1900 1900 1900 1900 1900 1900 His L~". win Pigott, ff.- -W 01 EN ~ Lane Util. Factor 1.00 1.00 1.00 100 100 1.00 0.95 100 0.97 0.95 Fit Protected 0.95 1.00 0.95 1.0o 1.00 0.95 1.00 1.00 0.95 1.00 Fit Permitted 0.75 1.00 0.53 1.00 1.00 0.26 1.00 1.00 0.95 1.00 Peak-hour factor. PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Turn Type Perm Perm Perm pm+pt Perm Prot Permitted Phases 4 8 8 2 2 Effective Green, g s) 15.6 15.6 16.6 15.6 15.6 52.9 45.8 45.8 9.3 48.0 Clearance Times 5.5 . 5.5 5.5 5.5 5.5 5,5 5.5 5.5 5.5 5.5 y Lane Grp Cap(vph) 264 317 185 351 299 422 1960 877 386 1996 vls Ratio Perm 0.11 c0.11 0.02 0.09 0.05 uu.`b - 30.4 r 28.8 Uniform Delay, d1 P f z 30.7 27.4 ~ 27.7 ~ 5.9 10.9 y r 8.6 my 34.6 9.9 ~y{ i l ~'Sr" c. k~. E' 4'4t~4 xi~.sf IY< # f~ f, Incremental Delay, d2 2.5 0.5 5,4 0.0 0.1 0.1 0.7 0.2 1.0 0.8 ER MAIN M UAMW~~ Level of Service C C D C C A B A D B _ ~ Approach LOS C C B B HCM Average Control Delay 16.9 HCM Level of Service B df .a. N t Ruf Actuated Cycle Length (s) 82.7 Sum of lost time (s) 8.0 # Analvsis Period (min) 15 2009 Midday Synchro 7 - Report %user name% Page 2 n 11 .HCM Signalized Intersection Capacity Analysis 4: SW 28th St & Parrott Ave 8/15/2007 Lane Configurations S' ,~,y~.k F$~'NEP .~~a .}z _ g~ ' i.. '•~all~ ~ ~ m~~~. +A..L+~RC6tEv's~a<,A '~eS•i}~ f- - ..ba~r'6 e l Flow (vphpl) 1 ~u0 1900 1900 1900 1900 1900 1900 1900 1900. 1900 1900 1900 W Lane Util. Factor 1.00 1.00 1.00 1.00 1,00 1.00 0.95 1.00 0.95 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Flt Permitted 0.71 1.00 0.58 1.00 1.00 0.32 1.00 0.29 1.00 ~ Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 RTOR Reduction (vph) 0 72 0 0 0 206 0 3 0 0 8 0 Tum Type Perm Perm Perm pm+pt pm+pt Permitted Phases ~4 8 8 2 6 W Y -17 1t•~ ~.tloff'~ ARL R ,11-,1 za a '.m ~.a'tx7axa e Period (min) 15 2009 Midday %user_name% Synchro 7 - Report Page 3 11 Lane Grp Cap(vph) 227 292 187 320 272 459 1855 539 1999 'Son WMIE FIsatio Perm c0.09 0.03 ,N 0.03 0.06 0.16 HCM Signalized Intersection Capacity Analysis 8115/2007 6: Shopping Center & Parrott Ave Lane Configurafio4¢~~n,fs 1~zzx~'~ la ~ 'J.~. • 1900 Ideal Flow (vphpl) 1900 1900 1900 1900 1900. 1900 1900 1900 1900. 1900 1900ga 1.00 1 00 1.00 1.00 1.00 0.95 Lane Util. Factor 1.00 1.00 0.95 _ +d{SRS•-0sf~'°''Aa?y s;.'#,v Pi FIt Protected 0.95 1.00 0.95 1.00 ~ 1.00 0 95 1.00 0.95 1.00 x • fi 1 00 0 41 1.00 0.75 1.00 0 74 1 OO Flt Permitted 0.46 1.00 i _ Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 H2 0.92 0.92 0.92 0.9922 RTOR Reduction (vph) 0 0 0 0 0 133 0 6 0 0 7 0 Y Perm Perm Perm pm+pt Tum Type a " pm+pt , s 4 8 8 2 6 Permitted Phase 2 48 3 55 Effective Green, g (s) 8.9 8 9 8.9 8.9 8.9 46.5 43.6 r . , . 2-1:11 5 5.5 0 5 0 5 0 5 5 5.5 5.5 . . . . Clearance Times) 5.0 5 0 Lane Grp Cap (vph) 172 230 170 230 195 534 2118 758 2338 vls Ratio Perm 0 01 c0.02 0.01 0.03 0.10 G 07 i a Uniform Delay, d1 27.9 28.2 28.3 28.0 28.0 4.6 6.4 . : L^ 2.2 4.8 ti f t , . ` ~ M A max. 3 1 0 0 Incremehtal Delay, d2 0 2 0 3 0 5 01 0 2 0.0 0 2 . . Level of Service C C Approach LOS C C A 9.2 HCM Level of Service A HCM Average Control Delay u ' c e UTM Sum of lost time (s) , LLength (s) 72.1 l Actuated Cy A'a'°! r,S7 s.r~.rse-^°s+ , .K,.. ~ q.1 ~~Y _ - ~ • .c.~ w 4.ar. Analysis Period (min) ~g4 15 y~~~.. ~e'7~~Ub~'w,b~.. ~~x.'f~'.tts~-'"`~'~~~~ .e~+.e~.k.•~' ~ ~ A:fSa'~`u.~vi 'rv~.+~°, &e.~.?,~uansr^~'~: ~e'~kt ~~.u~ 2009 Midday Synchro 7 - Report . %user_name% Page 4 ' HCM Signalized Intersection Capacity Analysis 10: SR 70 & 5th 8/15/2007 F, n u 1 1900 1900 1900 1900 Ideal Flow (vp pl) hh 1900 1900 1900 1900 1900 1900 1900 1900 v #f~#~ ~y t ."c''a:.~u/M~~w. 5,Sx~'°~.E z.. ~Y~~~Sr~~~~'~az u ~ N •~•7 .t ...I, Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Fit Permitted 0.17 1.00 0.24 1.00 0.70 1.00 0.54 1.00 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 RTOR Reduction (voh) 0 0 0 0 0 0 0 119 0 0 33 0 Turn Type m+pt pm+pt Perm Perm Permitted Phases 6 2 4 8 lk~ .fi3k5. ~h`kf~'.F`s`C166 Effective Green, g (s) 36.5 34.3 36.5 34.3 11.2 11.2 11.2 11.2 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Grp Cap(vph) 250 2032 320 2030 244 308 190 326 v/s Ratio Perm 0.03 0.04 0.05 00.09 Uniform Delay, d1 5.3 7.5 4.9 81 20.7 20.6 21.6 20.4 N' J1, [RE40 1152" Mawr Incremental Delay, d2 0.1 0.8 0.1 1.2 0.6 0.4 1.8 0.3 Level of Service A A A A C C C C Approach LOS A A C C HCM Average Control Delay 10.9 HCM Level of Service B ~ ..f~ t~ ' : ~,rua~~~~ ~ r ,.t•~ ,~~c~~#"~..~ aa~~2a.s.~wum.-4 st"` a'~.' ! „,fig . A~4~! w ,'iGa'v''4u~' 3 e.~ a5 ~,,%.a~: "'~La . Actuated Cvcle Lenath (s) 59.7 Sum of lost time (s) 12.0 ' 2009 Midday %user name% Synchro 7 - Report Page 5 HCM Signalized Intersection Capacity Analysis ' 11: SR 70 & 8th Ave 8/15/2007 Lane Configurations 'rb pjgj INS . • „ ~ ' Ideal Flow (vphpl) 1900 R 1900 L_ 1900 &aa 16,0 .h 1900 1900 1900 ~5 1900 1900 1900 LLa 1900 1900 Lane Util. Factor 0.95 1.00 0.95 1.00 1.00 Fit Protected 1.00 0.95 1.00 0.95 1.00 Flt Permitted p 1.00 0.08 1.00 0.76 1.00 Peak-hour factor, PHF 0.92 s k 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ' ~ 'i t k , A L t RTOR Reduction (vph) 0 5 0 0 0 0 0 . 76 0 0 . 0 0 Turn Tvpe Perm om+pt Perm Perm Effective Green, g (s) 47.4 57.3 58.3 10.4 10.4 Clearance Time (s) 5.0 4.0 5.0 6.0 6.0 Lane Grp Cap (vph) 2161 256 2690 191 215 Ratio Perm 0.23 . c0.05 1.4 11.2 Incremental Delav. d2 2. 1.1 0. Level of Service B B A C C 1,03IN1 INNER u x 1 R;r. ,shy .:.cm ' c on =I, Approach LOS B A C A HCM Average Control Delay 10.8 HCM Level of Service B 76.7 Sum of lost time (s) 12.0 Analysis Period (min) 15 2009 Midday %user name% Synchro 7 - Report Page 6 HCM Signalized Intersection Capacity Analysis 51: SR 70 & 10th Ave 8/15/2007 siwl~lll~~A~ Ideal Flow (vphpl 1900 1900 1900 1900 1900 1900 r:.a M Lane Utilr Factor 0.95 1.00 0.95 1.00 ' Mµ At Protected 1.00 0.95 1.00 0.97 ' Flt Permitted 1.00 0.19 1.00 0.97 Peak-hour factor, PHF 0.92 0.92 0.92 0,92 0.92 0.92 CR4Nt. . RTOR Reduction (vph) 7 0 0 0 35 0 Turn Type Perm Permitted Phases 2 Effective Green, Q), 34.0 34.0 Clearance Times} 6.0 6.0 Lane Grp Cap (vph) 1973 203 340 185 6.0 6.5 1989 524 Uniform Delay, d1 8.4 7.7 9.5 16.5 Y 9 Incremental Delay, d2 0.3 6.6 2.0 2.1 Level of Service A B B B .b. a ~ , . • y . b ~ yL~ g1 nandrr~P.Xr`r~'sJ~F Yl eu4agJa~k~•~AtrYY°R - R7R ' Approach LOS A B B HCM Average Control Delay 11.1 HCM Level of Service B 60.5 Actuated Cycle Length (s) Sum of lost time (s) 8.0 i ry y V ~ i •H 5~h - ~~t~. t. ~ .~.x+.. x .~''4n~~5S~r~' . t~`~ 4 ~ ~ A e+>r x [f Analysis Period (min) 15 ` ~,Loza • b~L~tF:&tfJF}:n4.2'.r'~ F4fffn7avT urn ~ 2009 Midday Synchro 7 - Report %user_name% Page 7 ' HCM Signalized Intersection Capacity Analysis 52: SR 70 & SR 710 8/15/2007 Lane Configurations 1900 0 190 Ideal Flow vp 1900 1900 1900 1900 Y< ~I li Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 1.00 Protected 1.00 1.00 Flt 0.95 1.00 0.95 1.00 9 ' Fit Permitted 1.00 1.00 0.42 1.00 0.95 1.00. ~~KAT 6YAShl`l A3YYi'~ii+r~.•m! ,,•a.r~ 4r~.`I 5 19.x. ~,i bS' ~ i~+! G+~ 6.F&3~i mgYxNMiMtlA.~ a v .gym' xr 0.92 0.92 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 q RTOR Reduction (vph) 0 0 0 0 0 6 = Turn Type Free pm+pt Perm 4L. ` .sr~+:. r .JP Permitted Phases 6 Free 2 4 Effective Green, g s) 17.3 42.6 19.4 21.4 13.2 13.2 ' Clearance Time s) 5.0 3.0 5.0 5.0 5.0 4 1064 491 ' Lane Grp Cap(vph) 1437 1583 360 1778 v/s Ratio Perm 0.10 c0.28 0.03 0.00 Uniform Delay, d1 8.4 0.0 8.0 6.4 12.2 10,2 Incremental Delay, d2 0.2 0.4 0.0 0.3 0.6 0.0 Level of Service A A A A B B A - f.u~iiw.iac~x' ~7~''v . ~ r •T ~e~•cx£ l ~ ,ra,-"i' Approach LOS A A B HCM Average Control Delay 7.5 HCM Level of Service A Actuated Cycle Length (s) 42.6 Sum of lost time (s) 4.0 Analysis Period (min) 15 2009 Midday Synchro 7 - Report %user_name% Page 8 r. u 1 H Intersection Parrott Ave. at SE 6th Street SR70 at US 98 SR 70 at US 441 (Parrott Ave.) SR 70 (NE Park Street) at SW 5th Avenue Counts From 11/28/2006 6/31/2006 5131/2006 10/26/2006 EXHIBIT 4 Traffic Counts 2006 Existing Volumes Parrott Ave. at SE 6th Street 1 Hour NB: Parrott Avenue . SB: Parrott Avenue EB: SW 6th Street WB: SW 6th Street N S 1 Hour Period Beginning Left Left-U Thru Right Total Left Left-U Thru Right Total I Right Total Left Thru Left Thra Right Total ' ' E & W Period Beginning 1:45 A.M. 26 6 885 31 948 24 2 880 24 930 14 1 39 54 12 2 30 44 1,976 7:45 A.M Peak PHF 0.81 PHI = 0.89 PHF = 0.79 PHF = 0.44 Peak 4:30 P.M. 27 2 11,167 16 r12 27 4 1,089 14 1 134 28 2 45 75 14 3 20 37 2,458 4:30 P.M. Peak PHF = 0.93 PHF = 0.94 PHF = 0.67 PHF = 0.77 Peak . SR70 at US 98 1 Hour NB: N/A SB: US 98 EB: SR 70 WB: SR 70 N S 1 our Period Beginning 7:15 A.M n= Left Left-U Thru Right Total 1 297 0 0 97 394 Left Thru Right Total 120 370 0 490 Left Thru Right Total 0 172 159 331 ' ' E&W 1,215 Period Beginning 7:15 A.M. Peak PHF - 0.96 PHF = 0.75 PHF = 0.93 Peak 4:45 P.M. 277 0 0 220 497 124 331 0 455 0 362 241 603 1,555 4:45 P.M. Peak PHF = . 0.79 PHF = 0.89 PHF = 0.77 Peak SR 70 at US 441 (Parrott Ave.) 1 Hour NB: US 441 (Parrott Ave.) SB: US 441 (Parrott Ave.) EB: SR 70 WB: SR 70 N S 1 Hour Period Beginning Left Left-U Thrn Right Total Left Left- Thru Right Total Left Thra Right Total Left Thru Right Total , E & W Period Beginning 7:45 A.M. 151 0 364 215 730 219 1 383 95 698 175 327 97 599 342 398 247 987 3,014 7:45 A.M. Peak PHF - 0.85 PHF - 0.92 PHF = 0.87 PHF = 0.78 Peak 4:30 P.M. 218 0 444 433 1 095 303 2 570 122 997. 136 494 148 778 347 518 249 1 114 3,984 4:30 P.M. Peak PHF = 0.93 PHF = 0.91 PHF = 0.94 PHF = 0.91 Peak SR 70 (NE Park Street) at SW 5th Avenue 1 Hour NB: SW 5th Avenue SB: SW 5th Avenue EB: SR 70 (NE Park St.) WB: SR 70 (NE Park St.) N S 1 Hour Period Beginning Left Left-U Thru Right t Left Left- Thru Right Total Left Thin Right Total Left Thru Right Total ' ' E & W Period Beginning, 7:30 A.M 65 0 96 84 724 5 32 0 78 14 124 45 548 81 674 89 439 43 571 1,614 7:30 A.M. Peak PHF - 0.75 PHF - 0.89 PHF = 0.87 PHF = 0.78 Peak 4:45 P.M. 119 0 104 88 311 84 0 132 49 265 7 613 42 662 93 822 23 938 2,176 4:45 P.M Peak PHF m' 0.84 PHF = 0.50 PHF = 0.94 PHF = 0.89 Peak TRAFFIC SURVEY SPECIALISTS, INC.' kl+l;ffl 624 GARDENIA TERRACE Site Code : 00060154 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: MICHAEL MALONE (561) 272-3255 FAX (561) 272-4381 File I.D. SR70US98 Page 1 SIGNALIZED LIGHT VEHICLES, HEAVY VEHICLES - US 98 ISR 70 DRIVEWAY ISR 70 From North From East From South From West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UT urn Left Right Thru - UTurn Left I Total Date 05131/06 - ' 07:00 22 0 0 51 ( 34 38 0 0 0 0 0 0 0 70 0 25'~ 240 07:15 32 0 0 69 33 45 0 0 0 0 0 0 0 83 0 20 282 07:30 25 0 0 78 48 39 0 0 0 0 0 0 0 70 0 35 295 07:45 26 0 0 73 I 44 45 0 0 1 0 0 0 0 1 0 121 0 42_I 351 ' Hr Total 105 0 0 271 159 167 0 0 0 0 0 0 0 344 0 122 1168 08:00 13 1 0 77 34 43 0 0 0 0 0 0 0 96 0 23 287 08:15 21 0 0 54 30 49 0 0 0 0 0 0 0 63 0 13 230 ' 08:30 16 0 0 59 28 54 0 0 I 0 0 0 0 0 68 0 23 ( 248 08:45 23 0 0 52 I 38 45 0 0 1 0 0 S 0 0 1 0 80 0 19 I 257 Hr Total 73 1 0 242 130 191 0 0 0 0 0 0 ( 0 307 0 78 1022 ' * BREAK * - 11:00 24 1 0 62 35 60 0 0 0 0 0 0 0 57 0 15 254 11:15 17 0 0 46 37 75 0 0 0 0 0 0 0 72 0 15 262 ' 11:30 22 0 0 57 49 70 0 0 0 0 0 0 0 70 0 22 ( 290 11:45 36 1 0 75 I 47 75 0 0 1 0 0 0 0 1 0 85 0 22 I 341 Hr Total 99 2 0 240 168 280 0 0 0' 0 0 0 0 284 0 74 1147 ' 12:00 33 0 0 63 47 75 0 0 0 0 0 0 I 0 77 0 17 312 12:15 24 1 0 53 36 56 0 0 0 1 0 0 0 74 0 11 256 12:30 23 0 0 59 54 54 0 0 0 0 0 0 0 67 0 15 272 12.45 23 0 0 55 I 56 64 0 0 1 0 0 0 0 1 0 96 0 28 I 322 . Hr Total 103 1 0 230 193 249 0 0 I 0 1 0 0 ' 0 314 0 71 1162 * BREAK * 16:00 34 0 0 52 58 79 0 0 0 0 0 0 0 67 0 24 314 16:15 42 0 1 62 4 57 90 0 0 0 0 0 0 0 68 0 19 339 16:30 31 0 0 72 58 90 0 0 0 0 0 0 0 82 0 33 366 16:45 36 0 0 57 I 69 84 0 0 1 0 0 0 0 1 - 1 74 0 35 I 356 Hr Total 143 0 1 243 242 343 0 0 0 0 0 0 1 291 0 111 1375 17000 71 2 0 85 64 97 0 0 0 0 0 0 0 82 0 25 426 17:15 60 1 0 55 61 98 1 0 0 0 1 0 0 as. 0 40 405 17:30 49 1 D 80 47 B2 0 0 0 0 0 0 0 86 0 24 369 17.45 37 2 0 56 I 47 85 0 1 1 1 0 0 0 1 0 89 0 24 I 342 Hr Total 217 6 0 276 219 362 1 1 1 0 1 0 0 345 0 113 I 1542 .TOTAL* 740 10 1 1502 1 1111 1592 1 2 1 1 1 1 0 1 1885 0 569 7416 ' TRAFFIC SURVEY SPECIALISTS, INC. ` SR 70 & US 98 624 GARDENIA TERRACE Site Code : 00060154 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: MICHAEL MALONE (561) 272-3255 FAX (561) 272-4381 File I.D. SR70US98 SIGNALIZED Page 2 LIGHT VEHICLES, HEAVY VEHICLES - US 98 ISR 70 IDRIVEWAY ISR 70 1 From North (From East IFrom South (From West I I I Right Thru UTurn I Left I Right I Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/31/06 Peak Hour Anal eis By Entire Intersection for the Period: 07:00 to 09:00 on 05/31/06 Peak sta 07:15 1 07:15 1 07:15 1 Volume Percent 248 01r Ot 75% 1 48t 52% 0, 0% 1 of 0% of Oil 1 05 76t 04; 24% I - Pk total 394 1 331 1 0 I 490 1 Highest 07:30 1 07:45 1 07:00 1 07:45 1 Volume 25 0 0 78 1 44 45 0 0 1 0 0 0 0 1 0 121' 0 42 1 Hi total 103 I 89 1 0 I 163 I PHF IN Lam 1 Ida us 98 • 93 1 281 120 3 0 16 0 159 279 I I ' 673 I 141 SR 70 18 0 LIGHT VEHICLES 172 268 HEAVY VEHICLES 155 96 1 17 119 758 998 358 12 Inters Total 297 667 370 0 SR 70 1 r- mmmmommor • 0 1 0 0 0 0 0 1 0 0 0 0 .Y TRAFFIC SURVEY SPECIALISTS, INC. US 98 • 624 GARDENIA TERRACE Site Code : 00060154 SR 70 & OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: MICHAEL MALONE (561) 272-3255 FAX (561) 272-4381 File I.D. : SR70US98 Page 3 SIGNALIZED LIGHT VEHICLES, HEAVY VEHICLES - - us 98 ASR 70 DRIVEWAY ISR 70 - From North From East From South From West Right Thru UTurn Left Right Thru uTurn Left Right Thru UTurn Left Right Thru UTurn Left Total Date 05/31/06 Peak Hour Analysis By Entire Intersection for the Period: 11:00 to 13:00 on 05/31/06 Peak start 11:15 11:15 1 11:15 1 11:15 1 volume 108 1 0 241 1 180 295 0 0 0 0 0 0 ( 0 304 0 76 1 Percent 314, 04 0ir 694 38t 62% Ot 0} I 0% 0$ Ot o4 Ok 80% 0# 20i Pk total 350 475 0 380 Highest 11:45 11:45 07:00 11:45 . ~ Volume 36 1 0 75 47 75 0 0 0 0 0 0 0 85 0 22 Hi total 112 122 0 107 PHF .78 .97 .0 .89 US 98 SR 70 0 295 403 108 73 • 3 76 • 287 17 304 • 0 • 0 0 • 103 - 5 108 ) L • 225 76 16 0 180 241 256 t auto, • LIGHT VEHICLES • HEAVY VEHICLES 475 1,020 158 180 22 • 261 295 34 0 0 0 Intersection Total 1,205 545 SR 70 1 0 • 1 350 - 7 783 380 0 0 1 0 0 ill 0 DRIVEWAY 0 - 0 • 0 0 241 304 0 TRAFFIC SURVEY SPECIALISTS, INC. SR 70 & US 98 624 GARDENIA TERRACE Site Code : 00060154 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: MICHAEL MALONE (561) 272-3255 FAX (561) 272-4381 File Z.D. SR70US98 SIGNALIZED Page 4 LIGHT VEHICLES, HEAVY VEHICLES US 98 ISR 70 DRIVEWAY - ISR 70 I From North From East Prom South From West Right Thru UTUrn Left Right Thru UTurn Left Right Thru UTurn Left.I Right Thru UTurn Left I Total Date 05/31/06 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/31/06 Peak start Volume Percent 43$ 1k 04 56k 404 60k 03 0% 08 0, 100%r 0% Ok 731, ok 27g Pk total 497 1 603 1 1 455 Highest 17:00 17:00 I 17:15 ) 17:15 Volume 71 2 0 85 I 64 97 0 0 0 0 1 0 I 0 88 0 40 Hi total 158 PHF I 161 I 1 128 I aw I MM am US 98 215 4 262 124 • 1 0 15 0 241 mlmvmmwww~ WROMMINEMMEMP! ---365 tSbL ) SR 70 227 2 14 1 LIGHT VEHICLES 361 578 HEAVY VEHICLES F 347 216 4W 31 14 121 3 14 0 1,033 1,210 313 17 3 Inter on Total 277 607 330 0 SR 70 7 1 II • oryY,.® 0 0 0 0 11 1 0 0 p DRIVEWAY TRAFFIC SURVEY SPECIALISTS, INC. *SR 70 & US 98 624 GARDENIA TERRACE Site Code : 00060154 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: MICHAEL MALONE (561) 272-3255 FAX (561) 272-4381 File I.D. SR70US98 SIGNALIZED Page 1 HEAVY VEHICLES US 98 ISR 70 DRIVEWAY ISR 70 1 ' From North From East From South From West Right Thru UTUrn Left ( Right Thru UTUrn Left I Right Thru UTUrn Left I Right Thru UTurn Left I Total Date 05/31/06 - - - ' 07.00 0 0 0 5 5 4 0 0 0 0 0 0 0 4 0 0 I 18 07:15. 1 0 0 4 I 4 4 0 0 I 0 0 0 0 0 3 0 0 16 07:30 2 0 0 3 8 2 0 0 0 0 0 0 0 3 0 0 18 07 45 0 0 0 3 I 3 6 0 0 I 0 0 0 0 1 0 3 0 0 I 15 Hr Total 3 0 0 15 20 16 0 0 0 0 0 0 0 13 0 0 67 08:00 0 0 0 6 3 5 0 0 I 0 0 0 0 0 3 0 1 1 18 08:15 D 0 0 1 4 3 0 0 0 0 0 0 0 1 0 2 11 ' 08:30 0 0 0 7 3 8 0 0 0 0 0 0 0 4 0 1 23 08.45 1 0 0 5 I 2 4 0 0 I 0 0 0 0 0 4 0 0- 16 Hr Total 1 0 0 19 12 20 0 0 0 0 0 0 0 12 0 4 68 HR - 11 ; 00 0 0 0 3 I 4 5 0 0 0 .0 0 0 0 6 0 0 18 11:15 1 0 0 6 4 9 0 0 0 0 0 0 0 5 0 2 27 ' 11:30 1 0 0 1 9 5 0 0 0 0 0 0 0 3 D 0 19 11.45 2 1 0 4 I 4 14 0 o I 0 0 0 O I 0 4 0 0 I 29 Hr Total 4 1 0 14 21 33 0 0 I 0 0 0 0 0 18 0 2 93 ' 12:00 1 0 0 5 5 6 0 0 I 0 0 0 0 I 0 5 0 1 23 12:15 0 0 0 6 4 5 0 0 0 1 0 0 0 1 0 0 17 12:30 0 0 0 5, 4 6 0 0 0 0 0 0 0 6 0 0 21 1245 1 0 0 3 I 8 9 0 0 I 0 0 0 D I 0 8 0 1 30 ' Hr Total 2 0 0 19 21 26 0 0 0 1 0 0 0 20 0 2 91 * BREAK * - ' 16:00 0 0 0 4 4 6 0 0 0 0 0 0 0 4 0 0 18 16115 0 0 0 3 7 2 0 0 0 0 0 0 0 8 0 1 21 16:30 0 0 0 2 2 12 0 0 I 0 0 0 0 0 2 0 1 19 16.45 0 '0 0 7 I 3 3 0 0 I 0 0 0 '0 10 1 0 0 I 14 ' Hr Total 0 0 0 16 16 23 0 0 0 0 0 0 0 15 0 2 72 17:00 1 0 0 3 5 3 0 0 0 0 0 0 0 6 0 0 18 17:15 0 0 0 3 5 3 1 0 0 0 0 0 0 5 0 3 20 ' 17:30 0 0 0 2 1 5 0 0 D 0 0 0 0 5 0 0 13 17:45 0 0 0 2 I 3 3 0 1 1 0 0 0 0 I 0 3 0 0 1 12 Hr Total 1 0 0 10 14 14 1 1 0 0 0 0 I 0 19 0 3 63 TOTAL+ 11 1 - 0 93 ~ 104 132 1 ------1 1 ~ D 1 0 0 ~ 0 97 0 13 ~ ----4--54-- TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE Site Code : 00060154 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: I. GONZALEZ & M. GONZALEZ (561) 272-3255 FAX (561) 272-4381 File I.D. SR70_441 SIGNALIZED Page : 1 LIGHT VEHICLES, HEAVY VEHICLES US 441 - ASR 7D - JUS 441 ISR 70 From North From East I From South From Nest ' Right Thru U Turn Left Right Thru UTurn Left I I Right Thru UTurn Left I Right Thru UTurn Left Total Date 05/ 31/06 ' 07:00 7 64 0 49 41 66 0 46 40 51 0 22 14 77 0 18 495 07:15 14 63 0 52 ~ 44 80 0 61 ( 43 46 0 18 24 103 0 30 578 07:30 20 67 0 56 58 101 0 66 46 96 0 20 13 83 0 25 651 07:45 34 109 0 46 i 70 132 0 113 I 55 118 0 41 I 30 84 0 55 I 887 ' Hr Total 75 303 0 203 213 379 0 286 184 311 0 101 81 347 0 128 2611 08:00 18 98 0 54 67 89 0 77 55 95 0 40 22 101 0 49 765 08:15 21 05 1 62 50 78 0 73 59 80 0 36 24 60 0 30 659 08:30 22 91 0 57 60 99 0 79 46 71 0 34 21 82 0 41 703 08:45 18 89 0 43 f 68 102 0. 86 I 49 94 0 39 I 22 77 0 37 ( 724 Hr Total 79 363 1 216 245 368 0 315 209 340 0 149 89 320 0 157 2851 ' * BREAK * _ 11:00 19 144 1 79 42 88 0 89 75 103 0 37 31 92 0 30 830 11:15 20 147 1 71 40 91 1 84 102 102 0 57 28 87 0 33 864 ' 11:30 25 137 0 82 49 106 0 101 86 90 0 48 51 89 0 21 805 11:45 27 131 1 66 1 45 109 0 91 I 113 88 1 42 I 44 95 0 42 1 895 Hr Total 91 559 3 298 176 394 1 365 376 383 1 184 154 363 0 126 3474 12:00 26- 173 1 85 54 101 0 76 101 94 0 63 52 115 0 28 969 12:15 14 117 1 65 44 98 0 87 117 93 0 58 I 35 112 1 46 888 12:30 22 128 0 73 45 91 0 91 125 94 1 65 30 79 0 38 882 12:45 15 106 0 61 i 59 128 0 82 I 133 135 0 61 I 42 115 0 37 I 974 Hr Total 77 524 2 284 202 418 0 336 476 416 1 247 159 421 1 149 3713 * BREAK * 16:00 16:15 16:30 16:45 Hr Total 20 28 27 33 108 120 128 123 159 530 0 1 1 1 3 83 69 73 79 I 304 58 41 55 59 213 105 131 126 125 487 0 0 0 0 0 - 96 81 78 93 I 348 89 101 96 102 388 106 99 102 110 417 1 0 0 0 1 56 49 64 51 I 220 38 32 37 29 136 97 79 125 97 398 0 0 0 0 0 38 29 37 41 I 145 907 868 944 979 3698 17:00 17:15 17:30 17:45 Hr Total 41 21 21 15 98 160 128 145 107 540 0 0 0 0 0 74 77 74 80 I 305 70 65 62 52 249 150 117 99 116 482 0 0 0 0 0 85 91 77 63 I 336 ( 121 114 111 101 447 122 110 116 95 443 0 0 0 0 0 50 53 So 55 I 208 39 43 22 38 142 141 131 95 105 472 0 0 0 0 0 27 31 38 27 I 123 1080 981 910 874 3845 *TOTAL* 528 2919 9 1610 1298 2526 2 1986 1 2080 2310 3 1109 761 2321 1 828 20192 i i i i TRAFFIC SURVEY SPECIALISTS, INC. SR 70 & US 441 624 GARDENIA TERRACE Site Code : 00060154 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: I. GONZALEZ & M. GONZALEZ (561) 272-3255 FAX (561) 272-4381 File I.D. SR70_441 SIGNALIZED Page 2 LIGHT VEHICLES, HEAVY VEHICLES US 441 ISR 70 IUS 441 ISR 70 1 From North 1From East From South (From West I I I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTUrn Left I Right Thru UTurn Left I Total Date 05/31/06 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/31/06 Peak start 1 07:45 07:45 1 07:45 1 loll, .11 Volume Percent 14% 55b Ok 316 25i 40k 01' 35k 1 298 50i: 0$ 214; 16& 55% 04 293 1 Pk total 698 987 1 730 1 599 1 Highest 07:45 07:45 1 07:45 1 08:00 1 Volume 34 109 0 46 70 132 0 113 1 55 118 0 41 1 22 101 0 49 1 Hi total 189 1 315 1 214 1 172 1 PHF I I M US 441 SR 70 151 398 95 171 4 J :.l 2 644 85 364 204 175 • 10 19 16 364 247 786 1,484 ' • LIGHT VEHICLES • HEAVY VEHICLES 1,243 1,749 Into "f; Total 1,552 SR 70 • 231 • 16 374 3 24 • 330 • 12 220 762 327 215 -5 149 • 345 204 0 383 • 2 • 19 11 0 97 822 0 US 441 TRAFFIC SURVEY SPECIALISTS, INC. SR 70 624 GARDENIA TERRACE - Site Code : 00060154 Ap- OXEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: I_ GONZALEZ & M. GONZALEZ (561) 272-3255 FAX (561) 272-4381 File I.D. SR70 441 SIGNALIZED Page 3 LIGHT VEHICLES, HEAVY VEHICLES US 441 ASR 70 JUS 441 ISR 70 1 From North (From East From South (From West Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left Total Date 05/31/06 Peak Hour Analysis By Entire Intersection for the Period: 11:00 to 13:00 on 05/31/06 Peak start 12:00 12:00 12:00 12:00 Volume 77 524 2 284 202 418 0 336 476 416 1 247 159 921 1 149 Percent 94 598- 04 324 214 441r 04 354 424 368 05 224 224 584 03 204 Pk total 887 956 1140 730 Highest 12:00 12:45 1 12:45 12:00 Volume 26 173 1 85 59 120 0 82 1 133 135 D 61 52 115 0 28 Hi total 285 269 329 195 PHF .78 .89 .87 .94 US 441 • 74 508 • 273 150 • 3 16 13 416 202 77 524 286 768 ~ 887 ~ 1,655 179 SR 70 202 23 248 LIGHT VEHICLES 418 743 - HEAVY VEHICLES 384 77 956 418 34 146 • 4 150 323 1,473 2,139 336 13 • 386 • 33 421 730 Intersection Total 286 3,713 1,183 421 • 152 476 7 159 SR 70 2,159 r---- 1, 14 0 336 243 • 402 45 524 5 • 14 1-9 0 159 1,019 248 416 476 0 US 441 TRAFFIC SURVEY SPECIALISTS, INC. SR 70 624 GARDENIA TERRACE Site Code : 00060154 doom - OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: I• GONZALEZ & M. GONZALEZ (561) 272-3255 PAX (561) 272-4381 File-I.D. SR70-441 SIGNALIZED Page 4 LIGHT VEHICLES, HEAVY VEHICLES US 441 ISR 70 IUS 441 ISR 70 From North (From East (From South IFrom West I I I I I Right Thru UTUrn Left I Right Thru UTurn Left I Right Thru UTUrn Left I Right Thru UTurn Left I Total Date DS/31/06 - Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/31/06 Peak :tar - 0 I 16:30 Volume -MMffMw Percent 1244 5744 D# 3044 I 22% 4644 Ot 3144 I 40% 4144 Ot 2044 I 194 63V Ot 176 Pk total 997 I 1114 I 1095 I 778 Highest 17:001 17:00 I 17:00 I 17:00 I Volume 41 160 0 74 I 70 150 0 85 I 121 122 0 50 i 39 141 0 27 I Hi total 275 I 305 I 293 I 207 I PHF I I I US 441 SR 70 218 518 858 122 13 3 196 467 . 27 145 • 3 118 • 121 562 287 136 • 1 8 18 444 249 _ 829 1,826 • LIGHT VEHICLES • HEAVY VEHICLES 1,636 2,346 OWN- Intersection Total • 228 49 21 483 18 35 • 334 7 13 1,232 SR 70 2,160 law - 1 r 347 • 216 433 • 425 0 570 • 2 • 11 • 8 - 0 148 1,065 0 US 441 305 494 433 ' SR 70 & US 441 TRAFFIC 62 SURVEY SPECIALISTS. INC. 4 GARDENIA TERRACE Site Code : 00060154 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 05/31/06 COUNTED BY: 1. GONZAL.EZ C. M. GONZALEZ ( 561) 272 -3255 FAX (561) 272-4381 File I.D. : SR70_441 ' SIGNALIZED HEAVY VEHICLES Page 1 US 441 ASR 70 - JUS 441 ISR 70 1 From North Right Thru l]Turn Left From Ea I Right st Thru UTUrn From Sou Left I Right th Thru UTurn Left From West I Right Thru UTUrn Left I Total Date 05/31/ 06 - ' 07:00 1 2 0 5 I 2 9 0 2 I 0 2 0 0 2 9 0 0 33, 07:15 0 1 0 2 3 6 0 3 6 2 0 1 2 9 0 3 38 07:30 0 5 0 9 3 11 0 4 2 4 0 0 0 5 0 0 43 07-4-5_ _2 4 0 3 1 6 7 0 3 1 4 6 0 0 I 0 5 0 0 I 40 ' Hr Total 3 12 0 19 14 33 0 12 12 14 0 1 4 27 0 3 154 08:00 4 4 0 3 3 8 0 3 2 2 0 1 2 10 0 1' 43 ' 08:15 O8t30 2 7 2 4 0 0 5 5 4 3 2 7 0 0 3( 3 3 2 6 5 0 0 0 1 0 1 0 2 7 0 0 2 1 36 40 08:45 2 3 0 3 1 5 6 0 4 1 a 2 0 0 ` 0 9 0 3 1 45 Hr Total 10 is 0 16 15 -23 0 13 15 15 0 2 2 28 0 7 164 • BREAK * - 11:00 1 3 0 6 4 9 0 1 5 4 0 1 1 9 0 2 46 11:15 11:30 0 2 1 3 0 0 5 4 7 4 11 13 0 0 0 7 1 5 5 6 0 0 0 2 2 1 11 9 0 0 2 I 1 52 50 ' 11:45 0 3 0 1 1 7 16 0 4 1 4 3 1 1 1 0 7 0 0 I 47 Hr Total 2 11 0 16 22 49 0 6 21 18 1 4 I 4 36 0 5 195 12:00 2 4 0 2 8 6 0 35 3 0 2 2 a 0 0 45 ' 12:15 1 5 0 4 4 11 0 5 I 5 3 0 2 I 1 9 0 0 50 12:30 0 3 0 4 6 5 0 2. 6 3 0 O I 3 7 0 2 f 41 12:45 0 4 0 3 5 12 0 3 3 5 0 1 1 9 0 2 48 ' Hr Total 3 16 0 13 23 34 0 13 19 14 0 5 7 33 0 4 184 * BREAK * - - ' 16:00 16:15 16:30 16:45 0 2 2 1 1 2 0 _1 0 0 0 0 5 13 9 1 1 3 4 2 7 6 10 13 5 0 0 0 0 4 1 4 I 4 5 2 1 1 1 1 4 3 2 0 0 0 0 0 0 1 0 0 3 1 1 0 6 4 4 5 0 0 0 0 2 1 0 2 1 30 50 43 25 ' Hr Total 3 6 0 28 16 34 0 14 8 10 0 1 4 19 0 5 148 ' -17:00 17:15 17:30 17:45 Hr Total 0 2 0 3 0 0 0 4 0 9 0 0 0 0 0 2 6 4 3 1 15 4 8 7 5 24 9 8 3 7 27 0 0 0 0 0 4 1 3 4 1 3 0 1 8 8 16 4 2 5 2 13 0 0 0 0 0 1 0- 0 0 1 1.~ 1 1 3 1 6 11 7 7 1 26 0 0 0 0 0 0 1 0 1 I 2 39 43 33 32 147 *TOTAL* 21 72 0 107 114 200 0 66 91 84 1 14 27 169 0 26 992 TRAFFIC SURVEY SPECIALISTS, INC. . NORTH PARK STREET 6 FIFTH AVENUE 624 GARDENIA TERRACE Site Code : 00060251 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 10/26/06 COUNTED BY: NORA NAVARRO (561) 272- 3255 FAX (561) 272-4381 File I.D. NPARKSAV SIGNALIZED Page 1 ' VEHICLES ALL STHAVENUE NORTH PARK STREET - 15TH AVENUE NORTH PARK STREET ' From North From East From South From West Right Thru UTu rn Left Right Thru UTu rn Left Right Thru UTurn Left I Right Thru UTurn Left Total Date 10/26/06 - ' 07:00 2 9 0 2 1 4 83 0 6 9 10 0 16 9 113 0 2 I 265 07:15. 2 5 0 5 1 4 102 0 15 8 7 0 21 14 132 0 2 317 07:30 1 15 0 6 1 9 98 0 19 ! 13 7 0 19 25 121 0 to 343 07:45 3 23 0 7 1 22 125 0 36 I 20 38 0 17 I 21 164 0 8 I 484 Hr Total 8 52 0 20 39 408 0 76 50 62 0 73 69 530 0 22 1409 08:00 5 19 0 10 7 112 0 23 34 35 0 13 21 143 0 15 437 08:15 5 21 0 9 5 104 0 11 17 16 0 16 14 120 0 12 350 ' 08:30 4 18 0 8 6 109 0 8 13 20 0 12 4 129 0 6 337 08:45 2 17 0 9 I 8 118 0 12 I 15 20 0 13 I 16 132 0 6 I 368 Hr Total 16 75 0 36 26 443 0 54 79 91 0 54 55 524 0 39 1492 ' * BREAK * - 11:00 6 15 0 10 8 136 0 11 14 13 0 19 7 123 0 1 1 363 11:15 4 12- 0 16 11 152 0 11 1 11 21 0 15 9 118 0 3 ~ 383 ' 11:30 - 2 16 0 22 I 2 149 0 12 20 20 0 1B 11 162 0 6 440 11:456 25 0 21 I 8 139 0 9 I 13 22 0 24 5 152 0 4 1 428 Hr Total 18 68 0 69 29 576 0 43 58 76 0 76 32 555 0 14 1614 ' 12:00 9 46 0 28 11 165 0 16 24 25 0 18 7 137 0 7 493 12+15 4 21 0 11 11 146 0 21 18 26 0 17 5 140 D 3 J 423 12:30 8 23 0 10 12 154 0 14 16 19 0 19 8 128 0 4 415 12:45 2 16 0 12 I 9 172 0 6 1 22 34 0 21 I 17 140 0 10 I 461 Hr Total 23 106 0 61 43 637 0 57 80 104 0 75 37 545 D 24 1792 * BREAK * - 16:00 8 21 0 19 10 172 0 19 21 11 0 28 9 141 D 3 462 16,15 7 23 0 7 1 9 173 0 31 29 12 0 32 11 136 0 1 471 16:30 10 21 0 16 2 204 0 21 17 15 0 31 8 152 0 2 499 16:45 3 19 0 8 1 B 177 0 15 I 25 18 0 34 I 8 155 0 3 I 473 Hr Total 2B B4 0' 50 29 726 0 86 92 56 0 125 36 584 0 9 1905 17:00 22 72 0 39 3 199 0 33 17 29 0 21 14 143 0 1 593 17:15 19 22 0 17 7 209 0 24 21 35 0 37 12 162 0 2 567 17:30 5 19 0 20 5 237 0 21 25 22 0 27 f 8 153 0 1 543 17:45 5 14 0 12 I 6 211 0 12 I 17 15 0 19 I 4 156 0 1 1 472 HY Total 51 127 0 88 21 856 0 90 80 101 0 104 38 614 0 5 1 2175 *TOTAL* 144 512 0 324 187 3646 0 406 439 490 0 507 267 3352 0 113 1 10387 TRAFFIC SURVEY SPECIALISTS, INC. NORTH P 624 GARDENIA TERRACE Site Code : 00060251 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 10/26/06 COUNTED BY: NORA NAVARRO (561) 272-3255 FAX (561) 272-4381 File I.D. : NPARK5AV SIGNALIZED Page 2 ALL VEHICLES 5TH AVENUE INORTH PARK STREET 15TH AVENUE INORTH PARK STREET I From North (From East (From South IFrom West I Right Thru UTurn I I Left I Right Thru UTurn Left I Right Thru UTurn I Left I Right Thru UTurn I Left I Total Date 10/26/06 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 10/26/06 Peak start 1 07:30 1 07:30 1 Percent 113 633 01. 261, I 83 773 03 163 1 345 39i 03 273 1 123 813 03 7t 1 Pk total 124 1 571 1 245 1 674 1 Highest 08:15 1 07:45 1 08:00 1 07:45 1 Volume S 21 0 9 1 22 125 0 36 1 34 35 0 13 i 21 164 0 B Hi total 35 1 183 1 82 1 193 I ' PHF doom& I man I 5TH AVENUE ' 14 78 32 45 96 43 184 308 ) 43 NORTH PARK STREET 65 ALL VEHICLES ' 439 518 439 14 45 89 ' 1,192 1,235 548 8 Intersection Total 32 ' 664 548 84 81 t493 NORTH PARK STREET r- 89 - 78 81 248 84 0 5TH AVENUE TRAFFIC SURVEY SPECIALISTS, INC. NORTH PARK STREET & FIFTH AVENUE 624 GARDENIA TERRACE Site Code : 00060251 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 10%26/06 COUNTED BY: NORA NAVARRO (561) 272-3255 FAX (561) 272-4381 File I.D. NPARK5AV SIGNALIZED Page 3 ALL VEHICLES 5TH AVENUE NORTH PARK STREET JSTH AVENUE NORTH PARK STREET From North From East From South From west I I Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left I Right Thru UTurn Left Total Date 10/26/06 Peak Hour Analysis By Entire Intersection for the Period: 11:00 to 13:00 on 10/26/06 Peak start 12100 12:00 ' 12:00 12:00 1 Volume 23 106 0 61 43 637 0 57 80 104 0 75 37 545 0 24 Percent 121s 566 04 32♦ 6-W 866 OS 8$ 31t 404k 08 29% 61r 901 0% 44 Pk total 190 737 259 606 1 Highest 12.00 12:00 12:45 12:45 1 Volume 9 46 0 28 11 165 0 16 22 34 0 21 17 140 0 10 Hi total 83 192 77 167 PHF .57 .96 .84 I .91 I 5TH AVENUE 23 106 23 106 190 - I 61 24 104 43 61 171 ) ( NORTH PARK STREET 361 43 43 75 ALL VEHICLES 637 735 637 23 737 637 • 24 24 57 1,341 1,423 57 • 545 545 606 Intersection Total 61 1,792 686 545 80 • 37 37 NORTH PARK STREET 459 r- 259 57 • 75 • 104 80 0 106 37 200 75 104 80 0 5TH AVENUE Y TRAFFIC SURVEY SPECIALISTS, INC. NORTH PARK STRS°Ft 624 GARDENIA TERRACE Site Code : 00060251 OKEECHOBEE, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 10/26/06 COUNTED BY: NORA NAVARRO (561) 272-3255 FAX (561) 272-4381 File I.D. NPARK5AV SIGNALIZED Page 4 ALL VEHICLES STH AVENUE NORTH PARK STREET 5TH AVENUE (NORTH PARK STREET From North From East (From South (From west Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left Total Date 10/26/06 - Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 10/26/06 Peak star 16:45 11,41 16:45 Volume - will on Percent 504 01 321 24, Heir 01 104 284 333 at 381 6% 936 06 1 Pk total 265 938 311 662 1 Highest 17:DO 17:30 17:15 17:15 1 Volume 22 72 0 39 5 237 0 21 21 35 0 37 + 12 162 0 2 Hi total 2 1 do PHF 5TH AVENUE 491 • 1321• 841 7 104 23 134 ~ ' - NORTH PARK STREET 399 23 119 ALL VEHICLES 822 990 822 49 [ 4% 7 1,652 1,723. 3 93 613 13 Intersection Total 84 785 613 88 42 NORTH PARK STREET 578 1-- 93 132 42. 267 119 104 5TH AVENUE Exhibit J - Legal Descriptions [4107-70848. WPD] Pt'e=8 and rPfiJonloom President Reliable Title Services, Inc. 2295 NW Corporate Blvd. Suite 117 Boca Raton, FL 33431 File Number: Altobello-Riot Will Call No.: J 111111 III II II I II IIIII I IJII lIII I I III! ll lli I IIII III II I III IIlI OFZ.'~~,NI~IUM 2ra►_r~r~r_r~6r~rr_.r SHAfiOFI ROBEfiT p OY,EEGHOBEE COUNTY, F~fiY OF CIfiCUIT COURT RECORDED 0?/i)S/2004 02:36:11 FM RECORDING FEES 27.00 DEED DOC 0.70 RECORDED BY R Parrish _ pace Above This Line For Recording Datal.._ Corrective Warranty Deed to correct Scribner error in legal description This Warranty Deed made this a married man and as trustee of the Frank Alto el o C Remai° d TbeIII, Frank APtr,~16°2003, ais to la Zas Interest, and Mildred Frances Altobello as tft33,'grantee: a 113 Interest, whose post office address is PO 34973, grantor, and 15th Street Box 417, Okeechobee, FL Brickell Avenue, Suite 1740, Miam' F a Florida l imited liability company whose post office address H is 701 (Whenever used herein the teens "grantor" an individuals, and the successors and assigns ofcorpo tee"de all the Parties to this instrument and the heirs, legal d trustees) representatives, and assigns of Witnesseth, that said grantor, for and to good and valuable considerations to said 1 of the stun of TEN AND Noll ()o DOLLARS ($10.00) and other has granted v bargained, and sold to the d g-,j~ ~ aid by said grantee, the receipt whereof is hereby acknowledged, situate, lying and being in Okeechobee ou d tee's heirs and assigns forever, the following described land, C ALL THAT PART OF SECTION 21 O COUNTY, FLORIDA, LYING IP 7 SOUTH, RANGE 35 EAST, OKEECHOBEE EXTENSION THEREOF, "FIRST ADDITION TO OKCKS 249 EECHOBEE FLO 249, A RDA", S O RECORDED ORDED IN PLAT BOOK 5, PAGE 6, OKEECHOBEE COUNTY PUBLIC RECORDS; SOUTH OF SW 9TH STREET; NORTH OF SW 15TH STREET, AND EAST OF BLOCK 202, AND SOUTHERLY EXTENSION THEREOF, "OKEECHOBEE" AS RECORDED IN PLAT BOOK 5, PAGE 5, OKEECHOBEE COUNTY PUBLIC RECORDS; AND EAST OF SW LOTH AVENUE, WITHIN THE CITY LIMITS OF OKEECHOBEE, FLORIDA, LESS AND EXCEPT FROM THE ABOVE DESCRIBED PARCEL: BEGINNING AT THE INTERSECTION OF HOPKINS MEANDER LINE BOUNDARY LINE OF SECTION 21, TOWNSHIP 37 SOUTH AND THE SOUTH 235 EAST AND RUN NORTHEASTERLY ALONG SAID HOPKINS MEANDER LINE 28.6N FEET FOR A, POINT OF BEGINNING; THENCE EAST PARALLELING SAID SOUTH LINE OF SECTION 21, AFORES SOU H 1 S F E56.6 FEET; T; THEN EIEASHg3.4 FEET TO FEET; THE POINT WE 240 FEET; THENCE LYING W AND COMPRISING A PART OF GOVERNMENT LOTS OF B 3 SAND OF SE~ONA21,, TOWNSHIP 37 SOUTH, RANGE 35 EAST. ALSO LESS AND EXCEPT FROM THE ABOVE DESCRIBED PARCEL: A 30' WIDE STRIP OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 351, PAGE 618, OKEECHOBEE COUNTY PUBLIC RECORDS. SAID PARCEL CONTAINING 49.03 ACRES, MORE OR LESS. OR BK 00590 PG 0846 Parcel Identification Number: 2-21-37-354)A00_00006-B0000 Note: The property being transferred is not the homestead property of the Grantor. Together with all the tenements, hereditarnents and appurtenances thereto belonging or in anywise appertainin. To Have and to Hold, the same in fee simple forever. g And the grantor hereby covenants with said grantor has good right and lawful authority to sell and convey said land; that a thelly gseized of rantor hereby said land in fee simple, that the land and will defend the same against the lawful claims of all persons whomsoever,and that said land is free of al! encumbrances, except taxes accruing subsequent to December 31, 2005. fully an ants the title to said In Witness Whereof, grantor has hereunto set grantor's hand and sea] the day and year first above written. Altobello, Trustee and Individually b ildred Franc*Itobe2~ Th e foregoing instrument was acknowledged before me this a3rd X] is personally known or[ ] has p roduced adriver's licens day December, 2005 by Mildred Frances Altobello, who e asidenti ion. [Notary Seal] otary Public 4 L SUUN W1 MY COMMISSION DO 134481 EXPIRES: November 18, 2008 Printed Name: s~ b'1 t 1 A " My Commission Expires: /h V. /G, aoa& - m State of Florida County of Okeechobee OR BK 00590 PG 0847 State of Florida County of Okeechobee The foregoing instrument was acknowledged before me this ~ d and as Trustee, as trustee of the Frank Altobello Charitable Remainder Trusts III, dad A ril 16 2~ wlho~ll) is p r Tonally known or [ J has produced a driver's license as identification. April personally [Notary Seal] Notary Public Stl&W WILL1AMg Printed Name: SU ~_54 !'7 t+l MY COMMISSION t OO 134481 - SIRES: Novemy& 18, 2008 My Commission Expires: -kc j/ Thru Nomry p~ - . . _ 0 Exhibit K - Ownership & Property Appraiser's Summary [4107-70848. W PD] AUG. 1.2007 9:30AM CASSELS & McCALL X63-763-1031 N0.3506 P. 1 } 1 Property .Appraiser's Office AUG _ 209 Information Request Form for the City of Okeechobee property 0wnerJ 15th Street Homes LIC/Montebello 13, LLC, joint Venture Parcel Identification Number: see attached contact Person Name: John D. Cassels, 3r Attorney for Owners Contact Person Phone Number: 863/763-3131 Requested items needed by: Au use 20 , 2007 Project Type: (Circle One) Rezoning Special Exception Items Needed: Location Map 100' surrounding property from the outermost portion of subject property Surrounding Property Owners 300' from the outermost portion of subject property Variance Items Needed: Location Map 100' surrounding property from outermost portion of subject property Surrounding Property Owners 300` from the outermost portion of subject property items Needed: Location Map 1001 surrounding property from the outermost portion of subject property Surrounding Property Owners 300' from the outermost portion of subject property Future Land Use Map Amendment Items Needed: Location Map 100' surrounding property from the outermost portion of subject property Information is provided by the Okeechobee Property Appraisers Office. You may hand deliver this request form or fox it to the following attention: Walt 'T'aylor Okeechobee County Property Appraisers Office 307 NW 5ch Avenue Phone: (863) 763-4422 Fax: (863) 763-4745 A L-31-2007 3:10PM CASSELS & McCALL 863-763-1031 NO. 3486 P. 1 Property Appraiser's Office Information Request Form for the City of Okeechobee PropertyOwnerName- 15th Street Homes, LLC/Montebello 13, LLC, Joint Venture Parcel Identification Number: See attached Contact Person Name: John D. Cassels, Jr., Attorney for Owners" Contact Person Phone Number: 863/763-3131 Requested items needed by: August 20, 2007 Project Type_ (Circle One) Rezoning Items Needed: Location Map 100' surrounding property from the outermost portion of subject property Surrounding Propercy Owners 300' from the outermost portion of subject property Special Exception Items Needed: Location Map l 00' surrounding property from the outermost portion of subject property Surrounding Property Owners 300' front the outermost portion of subject property Variance Items Needed: Location Map 100' surrounding property from outermost portion of subjectproperty Surrounding Property Owners 300' from the outermost portion of subject property Future Land Use Map Amendment Items Needed: Location Map 100' surrounding property from the outermost portion of subject property Information is provided by the Okeechobee Property Appraisers Office. You may hand deliver this request forum or fax it to the following attention: Walt Taylor Okeechobee County Property Appraisers Office 307 IWV 5" Avenue Phone: (863) 763-4422 Fax: (863) 763-4745 AUG. 1.2007 9:30AM CASSELS & McGALL 863-763-1031 No.3506 P. 2 Parcel Identification. Numbers for 151h Street Homes, LLC and Montebello 13, LLC 2-21-37-35-OA00-00006-A000 - 2-21-3 7-35-OA00-00006-B000 2-21-37-3 5-OA00-000270000 2-21-37-35-OAOO-00027-AOOO 2-21-37-35-OAOO-00027-B000 2-21-3735-OA00-00028-AOOO 2-21-37-3 5-OA00-00028-0000 o .""SO L__ _L I so 52-_5 I 8 N S. W.4 TH STREET ;p 12 3 2 I w ~f0 9 8 7 6 5 4 3'°l~'1 w e~F}y-Iw -Y ~ _ 12-- _ °l 14 cv 15 1B ~1 20e eft 12 t3 14 1175 16 S7 18 19 20 16 50 [P 50 50 61_1 U1 17 S W.5 TH STREET - - g 18 3 2 1 10 9 7 6 5 4 3 f rv _ N 22 18 f9 X20 elT12- 1415 16 17 18 1 2023 S_W.6 TH STREET -W 5p - W. i 2 2 1 to 9 8 7 6 5 4 3 1 27 so 2H 13 29 12 19 20 30 eft 12 13 f4 f5 15 17 18 1 20 - - so c i 50 50 -d9.2 S.W.7 TH STREET 32 ~50. 33 3_~._ 3 2 1 10 9 8 7 6 5 4 3 t 36 1 - 37 11 12 13 14 15 16 17 18 1 20 2 302 8 19 199 201 50 S. W 8 TH STREET so 4e 41 1 S0 B 5 L4-7 -*I'- 44 18 920 It I 13 14 1 16 17 f 1 2' S.W.9 TH STREET 50 f~ e6.9 ~ W 48 49 3 1 1 ? 10 917 7 6 4 3 I z 10 c~i1 -11 12 13 14 115 16 1 j 15 1 20 e 151 5p ~ 50 I d6_I 3 54 m ~ 50` S. W. 10 TH STREET d59T 3 2~1 f 0 9 B 7 6 5 4 3 f7-- 58 le n2 rIll? 113 14 15 16 17 16 1 20 1 6f 44 7 63 TH STREE I ,ofi so .so - -_zoe so 13 1 i 77 t9 18 17A 20A I6e zoe J 1 6s e 6 4 5a - _ I i STREET 2 w 18 6 3 3 2 1 w a 19 7 a 9 - nc 4 20 8 1o q 21 9 o ~_11_ e zle.v 8 9 I0 22 10 _ 12 W311 _.-u6 w 24 23 1 so w 13 163 m 23 m ? STREET _ 932, 913 0 0so - Ida 5 _ T ~ x 3 j 2 6 5 4 4 8 9 f0 14 f3 1 1 -10 sa w so 56 12-. s 6 14 TH STREET SO 95 50 erg 9 8 7 6 5 4 3 2 1 7 5 4 3 2 I L 9 I ~I e I 5 4 3 2 1 f 261 Ids 93 N 8 10 11 12 1 '79"1R S W.15 TH STREET w w 50- IW fi5 1 283)3~tlOBMO 2 = 37 2 11 7 I a - 3 3 1mrsooeoumOwl 1ao Q ~ ro l2 13500006? t0 I 4 4 12,31350®WWgq,N IN I 2 5 5 6 6 B 8 tai>awAOOmaox a 9 9 4 M7.YOO,M6 1 i1 !1 I 5 5 1 t3JL3)3 ppp,d 2 {28~350ORMM11060J 13 13 ui I 14 14 6 ° IRa3735om®d 465 (6D) 9.89 AC ICALC,I 725 33 (61 (6A) 13 . 322 A~~( f.ALC. 1 156) 50.48 AC ICALC.I 40 39 38 37 ~ 1281 A00000 44 AC 9 AC 9 Af. 1 AC . xdt 18 1115 11 1 4151 L_io 5a J ao S.W.4 1H STREET Id25 ) 5 7.5 50 Fp 1 4 ~ W 2 W 5 3 2 1 z 6 5 4 3 2 1 = Is 373soosaa69omom t6C1 3 6 110 r Lf~ 10.24 AC l GALC_ 1 B 10 1( 12 s 7 8 9 f0 11 12 -_9- 142.5 1J.5 47.5 to 50 U S.W.S TH STREET 2.5 ~41.5 e'' 5 5p 3153 35tl11001910001~ g, ~`I4 I 191 5 3 2 6 3 6 1 2 r 2 so 8 10 it f2 7 8 9 to 11 12 3213) 12 19M20 ° 13 9 112.5 1).5 47.5 @3 12 AC 0113735000IIW.T 35 c 1ffi133 3.94 AC 3 S.W.6 TH STREET - I ~ ~ i1 f0 9 8 7 6 5 4 3 1 19I d uzs ~ 6 7 6 3 4> 5 9 11 12 13 5 4 -,-F- zoo It ~-rz.5 47.5 - -71771 S W.8 TH STREET 200 i 4 Id2.~ d d1 5 .5G Sp - 665 3 2 1 - - ? ~f - l f0 1f I2 e7 8 9 10 11 12e 9 I e2.5 Il.5 d). 5 _ 50 _ S_W.9 TH STREET --342-.5 171 as w - so 4 5 2 1 4 7 g- f0 1i2 - 7-9 f2 a o 11 11 6 9 in 1 0 1~12 100 IW o 9 Id2.5 11.5 _ _ e] 5 n 50 C S.W 10 TH STREET , . 112 6 415.-6 . 4 e S 5 3 2 4 3 ~2 - 1 71 -1 246. _ /10 3 Y 29 ~ - - 9 _ 2"~~ z 0 - 3 - 26 > - 7N 3 - ~ 12 74 to 13 v~ 23 11 1q - 22 92 cn i5 2 ' x~,. 13 16 3 v 281.5 C 14 17 ~ 4 _.._J 15 18 r`` zro.3 / 17 it 12.5 ~Q (311 219 5 1.80 Ac ICALE.1 1321 / e Ol . 59 Al. 19 2-91 2-13 / 20 1 ~-2 Ll 5 _ 4 e1.5 °Ol 22 9.W.14 TH STREET 23 uo le 62- ao ?4 10 25 uo m 63..6 - 92.33 2-21. % 02- 66 ~ 25 IC $ 18 21 1sz. 33 163. 4B f 4A .ass s7 1 26 t9 fa 165.30 S_. W. 14__TH~ 2W _ "97. 2A X50T - t~2 ~ 161 52 30 2B 2A 5 'I 4 136.22 ti ,14 96 _ 1. 3 _ j 111.63 111 63 150 99 / ~---A~ 2 E r IA u2- 63 w1.67 - 113.3 1 2 100 125 12 ~ 93.5 93 5 17 $ - - _ l 2 13w1z,ool,040+o Isla66r1 - j 5 F 3 18 4 5 6-7 100 12e. 1e 4 1q 1x3.8 4 91 4 9 1 a 1~ 60 126Tr.15010000LL31® t- _935+ 13 1 ~34 ~ 5 1 9 B _ 9 t-68 AC 109.3 n 96 3 J 3 193.J J 1. o _ q_ 5 6 7_ 1 _-121 111 120 34Oi 1. 73 AC ° s Itan3saloo6oo3nmo \ ~ ~~7i ~ y 4 3s 1.35 A J O 3 1 ~ s ( 50 1 ~~Gr• 2-m 6 1 d 5 28 e 60 4 6 7 9- _ 2 3 2 1 12-,1 6 5 4 3 u ~Fl H a 5 II 9 II s 133tl15 lil 51 [N S g r 133dis Nl•rrN s 6 S t_ 133tl1S H1 f M S 133tl1 Sn Nl n'f~M 5 11 r L' ~ s ~{6 133tl15 Ht it `M-' 133d15 lit 01 N'S 133tl15 H1 5'1 -s r-1 ~ LPZ Ei iE~ t Is ~I oll n °I{~Z B - B 6 z c r 5 ZI 9t ~8{Z c-~ {±2 !"Z Z 6 Z "tl~5 i~E ism ~LT_S--u'i - - rr llr " L Z/as z L +I 2° e ( -n'ZEa .fEa 4 9e 9eu5 9 5 ~9 ~z 2 ' S x z a` ~ c\ 133tl15 N1 61-NS a,l 5'Z 9 a r 9~?\'6~4 9 Z ~ I ,JI>r~O~ ~o U ~ S { r 8 { 6 9 Y (1 MOD H1 oiof-Ns J ~2Z JQ 0 S 131dis Hi Pi NS k 9 I 9 I / ~ ' Jlrll JB OB t +c l 6 - I B - L 2t al , L _ I _ 2 -'g rnirni sa ItH"---_- z e~ I X15 Hl 01 11.5 .o ra S~ s~ = 9r i II 01 6 [ ~ L II 9 ~ I~133tl1s~Nl'llfiNS'll - - of 6 _ Eli °3~1 `zt I p t ~ I ` ~tl tt 0 - 9 [ 2,.59 =1~ ~~I .t. ° 133tl1s HI a'N s 9 ~I t FZ i ZfZ%r U / ~ r96{9 . Ell B~ 6 try ~ :33tl15 NtlYd '3 'S I EIJI N I i 2 . 51 ~I 9 I u C ~I~ I B ° 55l B ~ _ _p5~ I~Z` II 5t t r59~ - LE.S - L y~ r 133"15 H1 5'N's Lt of 6 B It Oc + I - 5 LEQ.•9 133tl1S )WVd 'N 'N z~ j o. .1 Lo- -1 E3 'll rT- ]33d1S Hl Y{ N S - w~~ ]r 56 z ] ] L 52 I I LE" 0~ i1g, S l~~ .n .13d15 HI EI NS " O.~0s zt 't n ~a 6 B ( 9 [ 5 u 1338IS Hl 21-1 s 133dIS H1 11 x S N _ t9 - ~61 B( (I 9t 5t + fl 21 w (I ' 91 5FE. 1 116 I. - ~ 133419 Nl 01 MS r n I t tl " T E7 - 133d1S 111 6 N S _ 13 -E- ar 133cf1s Ht e -x 's 5 {s - 5a.✓ r it I II r LI I ~ 9(re I ~ + ~ oz~e+~ 41 ~ r s~ zaz BI 9, 9. 5I .I Et tl - - - 13m1s H1 e N S B N 6 _ 7''' 7 zr 133d~ is Hl L -N s 2 ~ ~ 61 91 91 ~I ~K I l+r]LJr 59. • _I • - F 161 \ t t t r 5 9 ( B 60I 11 133415 91 9-N S 13,dts° H6 o ex s 2 Fl~r S 9~ g133HIS Od E'N 133dis ON? AS B~ LT- v 01 CUB 31Y1S 2+ tt o[ 1 2 5 9 r5 ~[r _{9 5 L6 5 t 0 19m I9Jr +I'6 -°5 l n- ~11 Ot ]r ' Y~ n8 10 7. 582. s.u~~ TT- Fi-,o-~~ 133tl1S H1 9N 9 si 99 ~ - 133tl1S Hl 9N S wll - 91 z n 51 i o ~ 6t t t ~ ; ~ dl .I ~ t JL,,J. r. s 133tl19 H1 Y N 5 6 R _ 9 9 02 61 BI 91 5t [t EI 11 Ot- 61 Bt 91 SI ~tl ~ Jr JS 2-J 13381S W E AS 1 ° r IIL ff H111. r i _ / _ ` e II xl 133tl15 NtlYd X S 133d1s xard -N N "s Q is tl of 6 ~ ~r~ pt tt et B2 61 19t 5t t t BI 8~9~~ I 133tlIS ON 2 N S T f1 R ~~t 5 9 ( 0L OYOtl 31Y15 % ~ _w e (,I - et LJ Bt [I el 51 rl [I ZI ~ Bi (I 9t sl ♦I [I zl i1 - _ 1 Exhibit L - List of Surrounding Property Owners Exhibit and Map Prepared by Okeechobee County Property Appraiser's Office [4107-70848. W PD] NAME OWNADDRI OWNCITY OW OWNZIP COLLIER LEROY & CARLOTTA 908 SW 7TH AVE OKEECHOBEE, FL 34974 ******CONFIDENTIAL***** MARTIN J TERESE TRUSTEE 15TH STREET HOMES LLC ABNEY JOHN W JR ABNEY JOHN W SR (LIFE ESTATE) ABNEY JOHN WESLEY SR AGUILAR MARIA ALLEN JIM R ALLISON THOMAS D & SHARON A ANDREWS WILLIAM L ARAGON ROY M & SHIRLEY Y ARNOLD ALFRED & OLETA BALLINGER LINDA M BANDI MICHAEL L & SYLVIA BARTLETT WILLIAM F & CAROL K BERNST JUSTIN S & MAY BEVERLY BERTRAM GERALDINE BERTRAM GERALDINE BERTRAM GERALDINE BISHOP LUANNA V BLACK JEFFREY J & RAIA G BONNELL ROSE MARIE BRAADLAND PETER BRAY ROBERT DARRELL BRETTE LINDA & FRALIX JOHN S BREWER KEVIN C & KAREN J BRUNNING ERNESTINE (LIFE EST) BUTLER SYLVESTER & PENNY CARTER KELLEY CECIL CASTILLO MISAEL & HILDA NOT LISTED... 1634 NW 128TH AVE OKEECHOBEE, FL 34972 701 BRICKELL AVENUE SUITE P 0 BOX 700 P 0 DRAWER 700 PO BOX 700 985 SW 10TH AVE 1011 SW 7TH AVE 607 SW 14TH STREET 1740 MIAMI OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE FL 33131 FL 349730700 FL 349730700 FL 34973 FL 349744913 FL 34974 FL 34974 %ELLA B RHODES 1005 SW 10TH AVENUE OKEECHOBEE FL 349744915 1009 SW 13TH STREET OKEECHOBEE FL 349740000 1009 SW 11TH STREET OKEECHOBEE FL 34974 BOX 172 OKEECHOBEE FL 349730172 705 SW 10TH AVE OKEECHOBEE FL 349744035 PO BOX 967 OKEECHOBEE FL 34973 1118 SW 10TH AVENUE OKEECHOBEE FL 34974 PO BOX 2759 OKEECHOBEE FL 349732759 PO BOX 2759 OKEECHOBEE FL 349732759 PO BOX 2759 OKEECHOBEE FL 349732759 1207 SW 7 AVE OKEECHOBEE FL 349745040 1521 SW 7TH AVE OKEECHOBEE FL 349743416 1006 SW 6TH ST OKEECHOBEE FL 349740000 9941 LIBERTY ROAD BOCA RATON FL 33434 1604 SW 5TH AVENUE OKEECHOBEE FL 34974 PO BOX 964 OKEECHOBEE FL 349730964 1403 SW 7TH AVE OKEECHOBEE FL 349740000 804 SW 7TH AVE OKEECHOBEE FL 349745033 1873 NE 3RD STREET OKEECHOBEE FL 34972 1011 SW 11TH ST OKEECHOBEE FL 349744925 1001 SW 10TH AVE OKEECHOBEE FL 34974 CHAMBERS TRAVIS 2762 N 4TH ST CHAPMAN OAKLAND J & KRISTINA A 1112 SW 10TH AVENUE CHIVARI RICHARD D & CHIVARI LI 1011 SW 10 AVE CITRUS LAND & TIMBER INC 1421 FINDLAY AVENUE CLEMENTE ANN R 811 SW 10TH AVE COLLIER MARCUS & LEIGHANN 908 SW 7TH AVENUE COLLINS BOYD M & MAXINE E 607 SOUTHWEST 10TH AVENUE CONLEY PATSY G 1414 SW 5TH AVENUE CONNER COURTLAND L 1609 SW 7TH AVENUE COX WILLIAM A JR & JEAN 904 SW 10TH AVE CRADY DENNIS & TURBEVILLE JOI 2198 NE 54TH TRAIL CROOM ROBERT & BECK ELAINE M 1002 SW 15TH STREET CURTIS BETTY JO 905 SW 7TH AVENUE DEL CAMPO TINA 1517 SW 7TH AVENUE DIOCESE OF PLAM BEACH 334100000 OKEECHOBEE FL 34972 OKEECHOBEE FL 34974 OKEECHOBEE FL 349744915 SPRING HILL FL 34609 OKEECHOBEE FL 34974 OKEECHOBEE FL 34974 OKEECHOBEE FL 349744033 OKEECHOBEE FL 34974 OKEECHOBEE FL 34974 OKEECHOBEE FL 349744914 OKEECHOBEE FL 349720000 OKEECHOBEE FL 349747534 OKEECHOBEE FL 349740000 OKEECHOBEE FL 349740000 ATTN REAL ESTATE DEPT 9995 N MILITARY TRAIL PALM BEACH GARDENS FL DOUGHTY LOUIS JR & SUSAN 1211 SW 10TH DRIVE OKEECHOBEE FL 34974 NAME OWNADDRI OWNCITY OW OWNZIP DOUGHTY LOUIS JR & SUSAN 1211 SW 10TH DRIVE OKEECHOBEE FL 349740000 EARNEST MICHAEL L FELTENBERGER DAVID 1007 SW 10TH AVE OKEECHOBEE FL 349740000 FELTENBERGER DAVID 1411 SW 5TH AVENUE 1411 SW 5TH AVENUE OKEECHOBEE FL 34974 FELTENBERGER DAVID 1411 SW 5TH AVENUE OKEECHOBEE OKEECHOBEE FL FL 34974 34974 FERGUSON CECILIA A FORD K E 1304 SW 7TH AVE OKEECHOBEE FL 349740000 FORD K E ET UX BOX 693 OKEECHOBEE FL 349730693 FRAKE SHARON BOX 693 1116 SW 10TH AVE OKEECHOBEE FL 349730693 FRALIX JOHN S & ERIN P 0 BOX 1534 OKEECHOBEE FL 349740000 FRALIX L J & JOHNNIE (LIFE EST PO BOX 944 OKEECHOBEE FL 349731534 FRISH HARRY M & MARY M 905 SW 15TH STREET OKEECHOBEE OKEECHOBEE FL 349730944 FRISH HARRY M & MARY M 905 SW 15TH STREET OKEECHOBEE FL FL 349744953 349744953 DAUGHTREY ROSALINDA 1103 SW 10TH DRIVE OKEECHOBEE FL 34974 GARCIA CHRISTINA & SILVAS RAMO 500 SW 10TH AVENUE OKEECHOBEE FL 34974 GILBERT CULBRETH INVESTMENTS I PO BOX 848 OKEECHOBEE FL 349737848 GILL MARY J GODWIN IVA PEARL, TRUSTEE 1001 SW 9TH ST 1003 SW 14TH ST OKEECHOBEE FL 349744901 OKEECHOBEE FL 349744939 GREENE ALBERT B II & FOUNTAIN CHERYL 1410 SW 5TH AVE OKEECHOBEE FL 34974 GRINDSTAFF PAUL T & BARBARA G 603 SW 15TH ST OKEECHOBEE FL 349740000 GRIWENKA ANGELA 1404 SW 5TH AVE OKEECHOBEE FL 34974 HANCOCK LOUIS SAMUEL & CAROLYN 13051 NE 18TH AVENUE OKEECHOBEE FL 34972 HARE ROGER D & TERRY G HOFFMAN CRAIG C & DONNA G 973 NE 32ND AVE OKEECHOBEE FL 349720000 HOMER BRUCE A & REBECCA A P 0 BOX 164 1700 SW 12TH TERR OKEECHOBEE FL 349730164 JACKSON ELVIN L & HILARIA 1201 SW 7TH AVE OKEECHOBEE FL 349744972 KERSEY RICHARD J & DONNA J 1302 SW 10TH AVE OKEECHOBEE OKEECHOBEE FL 349745040 KING THERESA M 1671 SW 12TH TERRACE OKEECHOBEE FL FL 349744922 34974 LANDRUM CAROL J 915 SW 9TH STREET OKEECHOBEE FL 34974 LANDS AVAILABLE FOR TAXES LANIER JEANNA POLLARD 1004 SW 9TH ST OKEECHOBEE FL 34974 LARGE BRUCE D 1517 SW 35TH CIRCLE OKEECHOBEE LARSON HENRY R & HARNED GINA M 1411 SW 7TH AVENUE OKEECHOBEE LAWTON CARMEN R 805 SW 10TH AVENUE OKEECHOBEE LEGE JOHN BARRY 1010 SW 7TH AVENUE OKEECHOBEE LEWIS MADGE L & JARRARD JAMES 795 SW 15TH ST OKEECHOBEE LODOC II LLC BOX 912 OKEECHOBEE LODOC II LLC BOX 912 OKEECHOBEE LOMBARDO MILDRED 1113 SW 10TH DRIVE OKEECHOBEE LUTE KEVIN M & GENNA R 1605 SW 7TH AVE OKEECHOBEE MADRIGAL BRENDA & MADRIGAL ANTHONY T 1003 SW 10TH AVENUE OKEECHOBEE MAGGARD SONYA RENAE 1205 SOUTHWEST 10TH DRIVE OKEECHOBEE MAHEU FRANK J & LEONE L 1407 SW 7TH AVE OKEECHOBEE MANES DAN T & TATRO JOYCE K 904 SW 7TH AVENUE OKEECHOBEE MATHIS BARBARA & COLLINS DANA 1103 SW 7TH AVE OKEECHOBEE MAXWELL DEVIN R & ELIZABETH A 405 NW 3RD STREET OKEECHOBEE MCCLANAHAN JASON R & DONNA MAR 1107 SW 7TH AVE OKEECHOBEE FL 34974 FL 34974 FL 34974 FL 349740000 FL 34974 FL 349730912 FL 349730912 FL 349744983 FL 34974 FL 34974 FL 349744981 FL 34974 FL 34974 FL 349740000 FL 34 972 FL 349740000 NAME OWNADDRI OWNCITY OW OWNZIP MEDINA MARIA HILDA MEDINA MARIA HILDA MEDINA ROSARIO 0 MITCHUM STEPHEN L & GRACE H MOLINA JUAN M & AGUIRRE ERANDI MONTEBELLO 13 LLC MORRIS ARLENE NEAL ROBERT E & JOANNE E NUNEZ JOSE R JR O'CAIN LOTTIE (LIFE ESTATE) O'CONNOR BRENDA T O'CONNOR BRENDA T O'CONNOR BRENDA T & O'CONNOR L O'CONNOR HARRISON W & TERESA H O'CONNOR HARRISON W & TERESA H ODOM WILLIAM B ESTATE 913 SW 10TH AVENUE OKEECHOBEE 913 SW 10TH AVENUE OKEECHOBEE 909 SW 10TH AVENUE OKEECHOBEE 606 SW 14TH STREET OKEECHOBEE 1309 SW 10TH DRIVE OKEECHOBEE 701 BRI CKELL AVENUE SUITE 1740 MIAMI 802 SW 7TH AVE OKEECHOBEE 1005 S W 13TH STREET OKEECHOBEE 1003 SW 11TH ST OKEECHOBEE PO B OX 601 OKEECHOBEE 1020 SW 7TH AVE OKEECHOBEE 1020 SW 7TH AVE OKEECHOBEE 1020 SW 7TH AVE OKEECHOBEE 1000 SW 15TH ST OKEECHOBEE 1000 SW 15TH OKEECHOBEE C/O CATHY ODOM P 0 BOX 817 OKEECHOBEE OKEECHOBEE UTILITY AUTHORITY BOX 835 ORTEGA JOSE G & RAMONA J 1010 SW 14TH STREET PARRA FAUSTO & NUNEZ GRACIELA 804 SW 10TH AVENUE PETRY CHARLES ALEXANDER & PETR 611 SW 10TH AVENUE PINSON MARK D & DEBRA 1220 SE 21ST STREET POLLARD JOSEPH K 1120 SW 8TH CT POSEY NATHAN 1303 SW 10TH DRIVE QUITO WILLIAN J & NAVARRETE HI 709 SW 15TH STREET RAULERSON H H III & JERRI ANN 1400 SW 5TH AVE REYNOLDS RANDALL E & FLYNN JAM 425 NE 1ST AVENUE ROSE WILLIAM T 511 SW 10TH AVE ROYAL PROFESSIONAL BUILDERS IN 8120 BELVEDERE RD STE 3 ROYAL PROFESSIONAL BUILDERS IN 8120 BELVEDERE ROAD STE 3 SAMPLE GLADOVA & CHARLES L 1609 SW 5TH AVE SAUCIER LAWRENCE W & KAREN 603 SW 14TH STREET SAYMAN DONALD D & GAIL E 1403 SW 10TH DRIVE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE OKEECHOBEE FT LAUDERDALE OKEECHOBEE WEST PALM BEACH WEST PALM BEACH OKEECHOBEE OKEECHOBEE OKEECHOBEE FL 34974 FL 349740000 FL 349744913 FL 34974 FL 34974 FL 33131 FL 349745033 FL 349744947 FL 349740000 FL 349730601 FL 349740000 FL 349740000 FL 349740000 FL 349744956 FL 349744956 FL 349730817 FL 349730835 FL 349744940 FL 34974 FL 34974 FL 34974 FL 349740000 FL 349740000 FL 34974 FL 34974 FL 33301 FL 349744031 FL 33411 FL 33411 FL 349743429 FL 34974 FL 349740000 PIN NAME 32137350020024800030 COLLIER LEROY & CARLOTTA 32137350190000700040 CONFIDENTIAL - LAW ENFORCEMENT ETC. 32137350020024700040 MARTIN J TERESE TRUSTEE 22137350A0000006B000 15TH STREET HOMES LLC 32137350100000D0002A ABNEY JOHN W JR 12837350A00000350000 ABNEY JOHN W SR (LIFE ESTATE) 12837350A0000035A000 ABNEY JOHN WESLEY SR 31537350010020200550 AGUILAR MARIA 32137350020024700130 ALLEN JIM R 32137350090000100100 ALLISON THOMAS D & SHARON A 31537350010020200590 ANDREWS WILLIAM L 32137350190000700080 ARAGON ROY M & SHIRLEY Y 22137350A00000180000 ARNOLD ALFRED & OLETA 32137350170002100140 BALLINGER LINDA M 31537350010020200390 BANDI MICHAEL L & SYLVIA 31537350010020200260 BARTLETT WILLIAM F & CAROL K 22137350A00000230000 BERNST JUSTIN S & MAY BEVERLY 32137350020024300080 BERTRAM GERALDINE 32137350020024700060 BERTRAM GERALDINE 32137350020024700070 BERTRAM GERALDINE 32137350020024700190 BISHOP LUANNA V 32837350120001700040 BLACK JEFFREY J & RAIA G 32137350170001200180 BONNELL ROSE MARIE 32137350020024200070 BRAADLAND PETER 32837350120001700120 BRAY ROBERT DARRELL 12837350090000100040 BRETTE LINDA & FRALIX JOHN S 32137350100000DO001C BREWER KEVIN C & KAREN J 32137350020025000020 BRUNNING ERNESTINE (LIFE EST) 32137350170002100010 BUTLER SYLVESTER & PENNY 22137350A00000190000 CARTER KELLEY CECIL 31537350010020200560 CASTILLO MISAEL & HILDA 32137350190000700010 CHAMBERS TRAVIS 32137350190000100010 CHAPMAN OAKLAND J & KRISTINA A 31537350010020200620 CHIVARI RICHARD D & CHIVARI LI 31537350010020200200 CITRUS LAND & TIMBER INC 31537350010020200440 CLEMENTE ANN R 32137350020024800050 COLLIER MARCUS & LEIGHANN 31537350010020200310 COLLINS BOYD M & MAXINE E 32137350100000D0002C CONLEY PATSY G 32837350120001700080 CONNER COURTLAND L 32137350170002000190 COX WILLIAM A JR & JEAN 32837350120001700140 CRADY DENNIS & TURBEVILLE JOI 32137350190000800080 CROOM ROBERT & BECK ELAINE M 32137350020024300060 CURTIS BETTY JO 32837350120001700010 DEL CAMPO TINA 221373SOA00000130000 DIOCESE OF PLAM BEACH 32137350190000100110 DOUGHTY LOUIS JR & SUSAN PIN NAME 32137350190000100120 DOUGHTY LOUIS JR & SUSAN 31537350010020200600 EARNEST MICHAEL L 12837350A00000400000 FELTENBERGER DAVID 12837350A00000390000 FELTENBERGER DAVID 32137350100000C00050 FELTENBERGER DAVID 32137350020024800200 FERGUSON CECILIA A 32137350100000E00080 FORD K E 22837350A00000090000 FORD K E ET UX 32137350190000100050 FRAKE SHARON 12837350090000100010 FRALIX JOHN S & ERIN 12837350090000100060 FRALIX L J & JOHNNIE (LIFE EST 12837350A00000380000 FRISH HARRY M & MARY M 12837350A00000370000 FRISH HARRY M & MARY M 22137350A0000020A000 FULWIDER MYRON EUGENE & 32137350170001200010 GARCIA CHRISTINA & SILVAS RAMO 12837350A00000340000 GILBERT CULBRETH INVESTMENTS I 32137350170002000010 GILL MARY J 32137350190000800010 GODWIN IVA PEARL, TRUSTEE 32137350100000DO001A GREENE ALBERT B II & FOUNTAIN 32837350120001700160 GRINDSTAFF PAUL T & BARBARA G 32137350100000DO001B GRIWENKA ANGELA 32137350020024200090 HANCOCK LOUIS SAMUEL & CAROLYN 32137350020024300040 HARE ROGER D & TERRY G 128373500800000W0010 HOFFMAN CRAIG C & DONNA G 128373500800000E0020 HOMER BRUCE A & REBECCA A 32137350020024700180 JACKSON ELVIN L & HILARIA 32137350190000700030 KERSEY RICHARD J & DONNA J 128373500800000W0020 KING THERESA M 31537350010020200480 LANDRUM CAROL J 31537350010020200240 LANDS AVAILABLE FOR TAXES 32137350170001700190 LANIER JEANNA POLLARD 32137350020025000040 LARGE BRUCE D 32137350100000D0002D LARSON HENRY R & HARNED GINA M 31537350010020200420 LAWTON CARMEN R 32137350020024800070 LEGE JOHN BARRY 12837350100000000030 LEWIS MADGE L & JARRARD JAMES 32137350170001300010 LODOC II LLC 32137350170001600010 LODOC II LLC 32137350190000100070 LOMBARDO MILDRED 32837350120001700050 LUTE KEVIN M & GENNA R 31537350010020200570 MADRIGAL BRENDA & MADRIGAL 32137350190000100080 MAGGARD SONYA RENAE 32137350100000D0002B MAHEU FRANK J & LEONE L 32137350020024800010 MANES DAN T & TATRO JOYCE K 32137350020024700090 MATHIS BARBARA & COLLINS DANA 32137350020024800260 MAXWELL DEVIN R & ELIZABETH A 32137350020024700110 MCCLANAHAN JASON R & DONNA MAR PIN NAME 31537350010020200510 MEDINA MARIA HILDA 31537350010020200540 MEDINA MARIA HILDA 31537350010020200520 MEDINA ROSARIO O 32137350090000100010 MITCHUM STEPHEN L & GRACE H 32137350190000700130 MOLINA JUAN M & AGUIRRE ERANDI 2213735OA0000006A000 MONTEBELLO 13 LLC 32137350020025000010 MORRIS ARLENE 32137350190000700070 NEAL ROBERT E & JOANNE E 2213735OA0000017A000 NUNEZ JOSE R JR 12837350A00000360000 O'CAIN LOTTIE (LIFE ESTATE) 32137350020024800150 O'CONNOR BRENDA T 32137350020024800180 O'CONNOR BRENDA T 32137350020024800100 O'CONNOR BRENDA T & O'CONNOR L 32137350190000800110 O'CONNOR HARRISON W & TERESA H 32137350190000800140 O'CONNOR HARRISON W & TERESA H 32137350170002100030 ODOM WILLIAM B ESTATE 32137350170001200200 OKEECHOBEE UTILITY AUTHORITY 32137350190000700120 ORTEGA JOSE G & RAMONA J 32137350170001700010 PARRA FAUSTO & NUNEZ GRACIELA 31537350010020200340 PETRY CHARLES ALEXANDER & PETR 12837350100000000020 PINSON MARK D & DEBRA 32137350170001700200 POLLARD JOSEPH K 32137350190000700090 POSEY NATHAN 12837350100000000010 QUITO WILLIAN J & NAVARRETE HI 32137350090000100060 RAULERSON H H III & JERRI ANN 2213735OA00000240000 REYNOLDS RANDALL E & FLYNN JAM 31537350010020200220 ROSE WILLIAM T 221373SOA0000006C000 ROYAL PROFESSIONAL BUILDERS IN 2213735OA00000060000 ROYAL PROFESSIONAL BUILDERS IN 32837350120001900030 SAMPLE GLADOVA & CHARLES L 32137350090000100080 SAUCIER LAWRENCE W & KAREN 32137350190000800050 SAYMAN DONALD D & GAIL E 2213735OA00000210000 SCHOONMAKER ROBERT P & 32137350190000100060 SCHOONMAKER ROBERT R & 31537350010020200460 SERRANO MISAEL & MELISSA 3213735002002490005A SHOFNER DEBRA LYNN 2213735OA00000200000 SOLORZANO FRANCISCO & RAMONA 12837350080000OW0030 STANLEY ELIZABETH & ENTRY J,TR 128373500800000E0010 STARR THEODORE & MARY JO 32137350020024800230 STRATTON TRESSIE 31537350010020200250 STREET 31537350010020200470 STREET 32137350170001200030 SUCKIE ALLMAN & EVETH 32137350020024900050 TATRO MARTHA M 32837350120001900010 THOMPSON DEARA D 32137350020024700150 TRAVERS THOMAS W & HEIDI 31537350010020200450 UNDERHILL TIFFANY PIN NAME 32137350020024200060 31537350010020200180 32137350020024900010 32137350020024900030 32137350020024700300 32137350190000100030 32137350020024200040 32137350190000700100 32137350190000700060 22137350A00000300000 12837350A00000410000 32137350020024800220 VINSON WAYNE R & PARADIS KIM D WARREN RAYMOND F & ANNA MAE WASSUNG CHERYL R WASSUNG CHERYL R WATFORD DOWLING R TRUSTEE & WILLIAMS DAVID JR & JACQUELAN WOOD SHIRLEY L GODBOLD WORLEY GORDON MACK & JOY D WORLEY GORDON MACK JR ZAMORA ANTONIO D SR ZEMEL NATHAN ZOBEL HERMAN R & TRESSIE A 153 records selected. Petition No. Affidavit Attesting to the Completeness and Accuracy of the List of Surrounding Property Owners I hereby certify under the penalty of law or the revocation of the requested approval sought that to the best of my knowledge and belief, the attached list constitutes the complete and accurate list of the property owners, addresses, and parcel identification numbers of all parcels and tracts within three hundred (300) feet not including intervening streets, alleys, or waterways, of the perimeter of the lands which are subjects of, or are contiguous to but held under the same ownership as, the lands subject to the application for a change in land use or zoning, said list constituting a portion of that application. This affidavit is made based upon an inspection of the tax rolls of the Property Appraiser of Okeechobee County as of August 1, 2007 and the assertions made to me by members of that Office that the information reviewed constitutes the most recent information available to that office. I therefore attest to this 2l r , day of Auizust 2007 8/21/07 Ig ure of p Icant ~&c Date John D. Cassels, Jr. Name oApplicant (printed or typed) ~br State of Florida County of Okeechobee Sworn to and subscribed before me this 21st day of August 2007 Personally known to me xx or produced identification and did not take an oath. xA .C Seal: otary Public, State of Florida ;:Y'rv VIRGINIA S. WOOD .A MY COMMISSION # DD 584629 :c'o;? EXPIRES: August 14, 2010 Bonded Thru Notary Pubic Underwftm as Exhibit M - Owner's Authorization [4 1 07-70 84 8. W PD] 15' Street Homes LLC 701 Brickell Avenue, Suite 1740 Miami, FL 33131 August 1, 2007 Brian Whitehall, Administrator City of Okeechobee 55 S.E. 3`d Avenue Okeechobee, FL 34974 RE: The Lakehouse - Okeechobee, Florida Dear Mr. Whitehall: Please be advised that I am the manager for 15''' Street Homes, LLC, which is the fee title holder ofthe parcel sought to be developed as The Lakehouse in the City of Okeechobee. My intention is to develop the property as a project containing only single family residential opportunities. This letter constitutes the owner's acknowledgment and authorization of the request to re-zone to accommodate The Lakehouse planned unit development. I also confirm Jose Rasco's authority to act on behalf of the company and to serve as the applicant for any and all petitions required to obtain the necessary governmental approvals for this project. Sincerely, 15d' STREET HOMES LLC Jua Ile, Manager STATE OF FLORIDA COUNTY OF I t ( UM &i - ;6(e-l Sworn to and subscribed before me this +h day of August, 2007, by JUAN D. CALLS, who is personally known to me or who has produced as identification. NOTARY PUf3LIC, STATE OF FLORIDA My Commission Expires: ,.•YP„~~ REJOICEDMIUS Nobly Pubk - SMb of MOM Ay CoeAWWM E*= MW 29.2009 CoMnftw 9 W 412351 OW40d NMIaMI Ann. [4107-70825. WPD] PERMIT DRAWINGS 14 FOR THE LAKE HOUSE CITY OF OKEECHOBEE SECTION 21, TOWNSHIP 37S, RANGE 35E _t 3 , o^ JECT LOCATION ALM BEACH OKEECHOBEE COUNTY, FLORIDA SHEET INDEX SHEET NUMBER SHEET TITLE /DESCRIPTION C COVER SHEET L (a K_ 1 KEY SHEET RW-1 ROADWAY CONSTRUCTION SHEET PD-01 - PD-04 PAVING, GRADING, & DRAINAGE PLAN SHEETS WS-01 - WS-04 WATER & SEWER PLAN SHEETS PRF-1 - PRF-12 PLAN & PROFILE SHEETS D-1 - D-7 PAVING, GRADING, & DRAINAGE DETAIL SHEETS U-1 - U-2 UTILITIES DETAIL SHEETS SP-1 SPECIFICATIONS & SUPPLEMENTARY CONDITIONS v _ e ~ NCINITY MAP NOT TO SCALE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS MFM "Partners For Results, INC. Value By Design" 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com © 2006 w W N U) 4 7 W 0 ° WQ YZ g~ WW F 0 IL 4 .f NORTH lei CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. (J 2007 LBFH Inc. PD/ fr I I I ll I I I J F- I a is 2007 Date VERIFY SCALE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS THE LAKE HOUSE CITY OF OKEECHOBEE UFH PROJECT No: 05-0260 . BAR IS EQUAL TO ONE PQTt7feTS For R2SUlE5, Soak N.T.S. . INCH ON ORIGINAL DRAWING INC. Valve By Design" . SHEET Design B - MN RR O A Boyle Engineering Company PROJECT K-1 Drown By: NIA Check By ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-6692 Fax: 8999 (863) KEY SHEET DATE BY REVISIONS ) IL DIMENSIONS ACCORDINGLY www.lbfh.com 959 No: PE License BPR & FB - - - ry EXISTING 29"X18" o CMP TO REMAIN { ~ NGRTH I REMOVE 20Lf OF i s "e q C EXISTING 15" CMP t" I n ~ SG1F: t' _ 40' A MIN. BOUNDARY CONNECT TO EXISTING SWALE ° MIN. BOUNDARY D-1 ELEV. 26.5' ALONG SW 9TH STREET y CONNECT TO EXISTING SWALE A ELEV. 26.5' AT ELEV - 25.2' NGVD. .P ALONG SW 10TH AVENUE D-1 MIN. BOUNDARY 3-WAY CURB TRANSITION 0 ° ELEV. 26.5 p SEE DETAIL (TYP.) AT ELEV - 24.4' NGVD. , LP=26.6' HP=27.3' + - - a $1 5 +h _ 55+DO - 31 F00 0-N MODIFIED E 40 " - - - ' _ - 52 53 00 51+00 41 3 CU BS INTO VALLEY CURB R-15.0' . ~F ----1 78 I OVER 2.5' MIN. - 5.0' MAX. LP 27.0' RI5.0 SEE DETAIL 80+p0 = - ..-81+00 ---F---._.. F----)~. 271' HP=27. R15.0' D HP=27.6 so R15.o' R15.0' R15.0` o-2 MINIMUM o NOTE / P N P IN w I' FINISHED FLOOR f ALL ELEVATIONS PROVIDED o D-2 O D-2 D-2 HP-27.4' - D2 CA M I EL-28.0' (TYP.) o ARE IN NGVD. P P=27.3' IT D-2 \ o ~ TRANSITION MODIFIED E- I r o M LP=26.5' CURB INTO VALLEY CURB L D_2 OVER 25 MIN - S.D' MAX. 61 SEE DETAIL C) D-2 _ t - 18 19 5 ` MINIMUM t i f f I 0 LEGEND FINISHED FLOOR ` EL.=280' (TYP.) - 1 LP=27.0' 1 LP-271 EXISTING DITCH TRANSITION MODIFIED TO BE FILLED ~ ® -DITCH BOTTOM I CURB INTO VALLEY CURB ~ 4- -4 O " OVER 2.5' MIN. - 5.0' MAX. X ' INLET (TYP.) LP 27.0' 2 WETLAND SEE DETAIL D-2 zJ 7 1 ~I WETLAND BUFFER \ I.. I0- D-2 I L D•I + IMPACTED WETLANDS V I I _ _ \ LP=2 3 62 - I 3 I _ _ I f0- 16 • D 2 ER LINE v WETLAND BUFF - TRANSITION MODIFIED 3 E' I P -WAY CURB TRANSITION I ' CURB INTO VALLEY CURB I MIN BOUNDARY - PROPOSED TOE OF SLOPE a°'° a + + \ - ~I SEE DETAIL (T SEE DETAIL YP.) OVER MIN. - 5.0' MAX. I ELEV.2B.0' to PROPOSED TOP OF BANK I D E - HP=26".8' PROPERTY LINE - f I I \ 56-- HP 27.3' D-2 DCl) T I TP=27.6' I f PROPOSED PAVEMENT tip -2 T m r \ R SLOPE DIRECTION \ ...-D 2 Ai-5-0- 1 5_-.0 - 42 ---R150 o TP R27.6' __--HP 127.8' 1 r J ` 7 a 61 PROPOSED DRAINAGE STRUCTURE NUMBER (n 6 - 00 1 1 6 I CONST. 72LF \ LP=26.6' `1 , R15.0TP 27. 4 18+00 1 - I ° ® PROPOSED DRAINAGE 3 NV.2421COAP E 2 -4- ~ 5 17+00 0 5 5 PIPE NUMBER jg+ m - R150 4 --.R150' R150 EXISTING GRADE R15.0 52 _ I _ p s2-. J I 66 F PROPOD 4ED SILT GRADE '-1 T HP=27.8 TRANSITION ODIFIED E +24.0' I PROP0 O ry. ry. - EXISTING DITCH ' D- -s - I =O~?fr~ TO BE FILLED CURB INTO ALLEY CURB I 2 - - OVER 2.5' IN. - 5.0 MAX. I . - 0 - 1I 80 a HP~268' O SEE DETAIL I - ° O _ TANS IT ON~tODIFED E" f N MODI CURB NTO V TRANSITION TED "E" ALLEY CURB 65 3 ht ~ OVER 2.5' MIN. - 5.0' MAX "z OEVRR 2.5' MIN CURB o-2 SEE DETAIL o e. R150 o UPLAND TIRES MAX. 3-WAY C R <1 CUE DETAIL VALLY B TRANSITIO R150' .39 ACPo~S: N 0 I _ -SEE DETAL (TYP.) R15 2 69 HP=28.9' f . 1P=26.6 01 k15 0' "a 1 R~ 3' + 6 ° / 11 COST IFENCE R15 15+00 • R7.3' 14+00 R73" 1 m ADO - 2-1 °y_...11+ + D } , e 1 / CONST. 100-0 OF PER _ 1 1 6 ' SHEET KEY DETAIL yys SPREADER S4~~LE R7 R I3' ° 15. _ - " B PER DETAIL R7.3' 1 O R7.3 e D1 23.0' a 6-00 2 g I+"7 D 32 P PD-01 I r. _ 1 ' I 67 R73 +ry> _ +s ? t, ONST. PRESERVE 0 1 , I r I WETLAND 2 kREA SIGN PER _ ry . 0.51 ACRES EaAll (TYPJ } =26. - _ _ R15.0 R15.0, R15.0' ] PD 03._ PD-04 n - e IO , ~R15.0 J R150 E D-2 N~ I K D-2 K WETLAND 2 D-2 D-2 ON L " SEdONDARY IMPACT 3-WAY CU B TRANSIT O - I = UPLANDP RESERVE 0.0635 ACRES WE NO SEE DETAIL (TYP.) I MI I D2 P CALL 48 HOURS BEFORE 088 ACRES 6 TO B IMPACTED rn TRANSnoN MODIFIED "E" d YOU DIG IN FLORIDA 02 8 ACRES TRANSIN MODIFIED 1770 TRANSITION M DIFIED °E' O I CURB INTO VALLEY CURB _800_4324 e CURB INTO VALLEY CURB BUFF, ""h I I 7RpN nON MODIFIED "E" CURB INTO VA LEY CURB O OVER 2.5' MIN. - 50' MAX ' (0 34 AC) SF 132 + CUB INTO VALLEY URB OVER 2.5 MIN S.D' MAX. OVER 2.5' IN. - 5.0' MAX. I SEE DETAIL IT'S THE LAW! y o °~-ISF Sv 7OVER 2.5' MIN. - 5. '.MAX. SEE DETAIL SEE DETAI 1 I fp I SUNSHINE STATE ONE CALL R "w Rt 0 SE TAIL- R15.0' OF FLORIDA, IN 9 sDD,OgrRInc. THE LAKE HOUSE p5P"0260 ~r• mu7lu1 rvu rurlu1GRS. nn rr L VERIFY SCALE Ift SURVEYORS a MAPPERS SHEET Dole: 8115/2D01 BAR IS EQUAL TO ONE "Partners For Results, - - kale. a INCH ON ORIGINAL DRAWING INC. Valve By Design" PAVING, GRADING, PO-01 Besgn BY, M - 1 A Boyle Engineering Comparry Drawn By. RR O & DRAINAGE PLAN 421 N.W. 3rd Street, Okeechobee, FI 34972 Ceeak BY, _ ADJUST ALL SCALED (863) 763-8999 FOX: (863) 763-6692 2-20-07 RR WETLAND 2 MPAa AREA AND eunrR ARE EreoWD® DIMENSIONS ACCORDINGLY BPR k FBPE License No: 959 www.lbfh.com II -0-10--C --+THIN-BOUNDAM& '"OHO --r1i0 ELEV 26.5' VIII. _ _ I I n a z'~ II G,; I __-nN ~ 0 vx~l0-j 0_1,P-~HO ~IHO- THO--HMO--~IHO---nx0- - S W. 10th AVENUE - 11 - e ~ NORTH CA LE: 1' - 40' MIN. BOUNDARY CURB INLET ELEV. 26.5- ouTUv _ I LL EY CURB OVER 2.5 MIN. - 5.0' M - - - SEE DETAIL 83 27.0 C HP=27.3' _ -T PRESERVE 83t00 - 1...... F. ♦ 1 I.- T r o : D-1 I AREA SIGN PER D-z A _ 3-WAY CURB TRANSITION / o-z DETAIL (TYP.) 4 a IA~c MIN BOUNDARY- O SEE DETAIL (TYP.). 10 CONST FENCE TRANSITION DIFIED HP-27 FIFV 25.5..__ - - - CURBSIN~O V,LDIEY DURB I PER DETAIL - CONST 50F E 0 OF 24" C 3-WAY CURB IRAN 0 OVER 2.5' MIN - 5.0' MAX CURB INTO V LLEY CURB RB AX. 0 H INV.= 20.8' SEE DETAIL OVER 2.5' MI~ 5.0' M D_2 131 D 1 SEE DETAIL (TYP.) SEE DETAIL 03 3/ i. Og HP =26.3' R15.0' I R1 H 1 'e. e 50, i "ery - - HP 2db 133 Rt ' 0. 1 4 _ -1 3 u II 107 + 111+ 0 '1 1 MINIMUM +00 11 OD X' FINISHED FLOOR yP . R15 .0 Q+ 0 4.3 1 1--"-- 02 1 1 34 R4.3' 134 05 9 + 0 _ 104 TP 25.8' R1 .0' n R150' - LP=26.1' W 0 Y X D-z D-2 D-2 R1 I TRANSITION MODIFIED MINIMUM CURB INTO VALLEY CURB FINISHED FLOOR OVER 2.5' MIN. 5.0- MAX. EL.=28.0' (TYP) 1 SEE DETAIL o O UPLAND PRESERVE e Z04. ACRES C3 y u II ~ 128 n HP=26.5' WETLAND 3 I 0.97 ACRES I . y! E v 3 H 26.6' h D1 / ~ - MIN. BOUNDARY I f L Iy ELEV. 26.5 B D-2 C v T - S 1 D IHm-] - 0 TRANSITION TYPE "A" CURB CONST. IOOLF OF - D e +0.. INTO MODIFIED "E" CURB To / SPREADER SWALE M1>e` D_ I ~ OVER 2.5' MIN 5.0' MAX 9' PER DETAIL O - p _ I 1 8 SEE DETAIL.. ! "56e + e e,~ 24. eo 98 ' I k I *M1'iTRANSITION MODIFIED E 44 107 r 99 P CURB INTO VALLEY CURB I I OVER 2.5' MIN MAX. `LP-26.0' 1 D 1 ,a w 129 SEE DETAIL " - - ` 981 1 R150R15.0' o I - ~ ~ 1 CONST. 142Lf .,M1 s g£ 10 RIGHT-OF-WAY I OF 24" CAP DEDICATION , e - TWAY CURB TRANSITION 6 i INV.= 20.6' ' SEE DETAIL (TYP.) 97 LP=26.0' ro TP 5.8' .-R15 0' 09 R 95 i. D-1 / R150 D-2 R15.0' I l 110 1 ( EAGLE'S NEST - fL.=26 8 1 37 AMMENITY ? 1 ee 100 PRIMARY R1s.b' 108 21+00' 2 0 J 12 +00 111 AREA I .T'e I PROTECTION 20NE 7 R4.3 ' - - I I -4,3 HP=26 HP=26.6' ACCESS P _ R 1 -}R150 R15.0' 1 I S 2 NOTE D-2 D-2 94 + ILP=26.0' II ALL ELEVATIONS PROVIDED ARE IN NGVD. o - -0"'---a Z 112 94 _ D-2 o-2 92 I 126 , . R15 0' , - - - e~ - -71t I TRANST~N Moaf,Ep E a R150' MATCHLINE!SHEET PD-03 LLEY CURB TRANSITION TYPE "A" CUR CURB INTO VA THE LI - 0©2007 U3FH Inc. ~1 eirinur rnni rmrimrFRC- 4 I TF S> I = DITCH EXISTING ILLED r BE F TLAND WETLAND BUFFER Z IMPACTED WETLANDS I WETLAND BUFFER LINE I 2 PROPOSED TOE OF SLOPE m - PROPOSED TOP OF BANK I PROPERTY LINE 0 PROPOSED PAVEMENT I 0 lli, SLOPE DIRECTION PROPOSED DRAINAGE 61 STRUCTURE NUMBER PROPOSED DRAINAGE 4 O PIPE NUMBER ,RP EXISTING GRADE *24.0' PROPOSED GRADE -SF- PROPOSED SILT FENCE SHEET KEY FP PD-01 PD-03 I_PD 04 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. VERIFY SCALE SURVEYORS & MAPPERS SHEET m1e. 8/15/2007 BAR IS EQUAL TO ONE "Partners For Results, - k0le a INCH ON ORIGINAL DRAWING IN C. Value By Design" PAVING, GRADING, PD-02 - Design By µA Boyle Engineering Compnrry D.- By RR 0 & DRAINAGE PLAN 421 N.W. 3rd Street, Okeechobee, Fl 34972 Check ByADJUST ALL SCALED (863) 763-8999 Fos: (863) 763-6692 DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.ibfh.com r v 1 126 TRANSITION MODIFIED 1 CURB INTO VALLEY CURB OVER 2.5' MIN - 5.0' MAX. 125 SEE DETAIL 109 MIN. BOUNDARY ELEV. 26.5' I D-1 I J I I I I 9 124 + -I -.I EXISTING CULVERT TO BE REMOVED 125 HP=26.3' R~ R15.Q' 23 R4. ' 14 +00 11 1 122 R I 1 I~ "+17a;t TP-25.8'- R15 Y X u I D-2 D-2 + c x^4 H, ,1 - ; I. Im. *rc5'' f TRANSITION MODIFIED "E° I~ 11 121 CURB INTO VALLEY CURB u OVER 2.5' MIN. - 5.0' MAX. I.. SEE DETAIL 6 d EXISTING CULVERTS II 1 0 TO BE REMOVED a~ ° n 9 I 9 R 50,. MATCHLINE SHEET PD-02 I R15.0' _ I Iry - - - - 7 TRANSITION TYPE °A" CUR + INTO MODIFIED °E° CURB 93 110 OVER 2.5'MIN.-5.0'MA. SEE DETAIL ALP=26.0' .'A 91 - - 92 10~ 11 CONST. 148LF ~SMINIMUM 1 OF 24" CAP - - - - 1 HPFIT FLOOR 1 INV.= 20.8' I ,1 I L o-z . v gD, L 1 ~ 1 \ -HP=26.4' c0 0 11 I `'ho D-2 1 o E - D-1 TRANSITION MODIFIED °E° \ , CURB INTO VALLEY CURB - OVER 2.5' MIN. - 5.0' MAX - SEE DETAIL MINIMUM \ FINISHED FLOOR . \ EL=28.0' (TYP.) HP=26.4' LP=2 0'`, \ R15.0' R15.0' 89\\ A 12 - Rp`- +00 1411+00_ 9 =26 \ \ 138 ~ A _ \ 3 -R1 0 V •a p-2 ALP 26.1' TRANSITION MODI IED °E° iv CURB INTO VALL Y CURB HP=26.4' OVER 2.5' MIN. 50' MAX. + FINISHED FLOOR MINIMUM SEE DETAIL I 0 L 17 3-WAY C RB TRANSITION 1 1 EL.=28.0' (TYP.) SEE DETA (TYP ) L R34. CS-2 D-2 111 R 85 HP=27.0' 24A POND 3 8.1 ACRES ® CONST. 100LF OF CONTROL EL.=23.5' SPREADER SWALE PER DETAIL n v - -UUIV~I. -1 i. \ Of 18 ^ I 120 118 j " PVC L MIN. BOUNDARY " `CREST. PRESERVE + I I I M II D-1 ELEV. 26.5' D-T AREA SIGN PER 1.8 I MIN. BOUNDARY LP=26.1' BYPASS SWALE FOR DETAIL (TYP.) ryg~ ELEV._265 'I I e + - - - OFFSITE FLOW I + D-1 " ~-EXISTING + 9 CULVERT TO BE REMOVED ~ I MIN. BOUNDARY - -1- it ELEV. 26.5' a II I9 ° + C n;0-1 HP=26.5 a a E +"ne 119 e BYPASS SWALE FOR MIN. BOUNDARY OFFSITE FLOW s' ELEV. 26.5' " 22.0' o a I a ti" ~ ° A ~ g4~3 +1111 / I IIII IIII . J _ I IIII Illl S.W 7th AVENUE REMOVE 21LF OF E ! IIII EXISTING CMP NOTE ALL ELEVATIONS PROVIDED ARE IN NGVD. I © 2007 LBFH Inc. NORTH SCALE: I' - 40' LEGEND EXISTING DITCH TO BE FILLED WETLAND WETLAND BUFFER IMPACTED WETLANDS WETLAND BUFFER LINE PROPOSED TOE OF SLOPE - PROPOSED TOP OF BANK PROPERTY LINE PROPOSED PAVEMENT .111 SLOPE DIRECTION 61 PROPOSED DRAINAGE STRUCTURE NUMBER ® PROPOSED DRAINAGE PIPE NUMBER EXISTING GRADE *24.0' PROPOSED GRADE -SF-PROPOSED SILT FENCE SHEET KEY _ PD-02 PD-01- PD-O3. PD-04 0 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. Dal,; sasnBm VERIFY SCALE BAR IS EQUAL TO ONE EF CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS THE LAKE HOUSE LBFH PROJECT No: Design By. mm INCH ON ORIGINAL DRAWING "Pa't"e's For Resvits' INC. Valve By Design" A B CITY OF OKEECHOBEE -0260 05 Drarn By. RR 0 1 oyle Engineering Company 2-2-01 RR WEILANDBUFFER AREA IMPACT ANDADgIINALBUFFEtPROVIDED Cheak Bye, ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 PAVING, GRADING, SHEET DATE BY REVISIONS DIMENSIONS ACCORDINGLY 00 (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com & DRAINAGE PLANS PD-03 ~_.sF SF +rya hre "`'e 9 w, OV' OVER R Ri 0' SEE G ~1`t~ M 2b 14LIN S'~rm~ poM t UAIL r E STING DITCH T BE FILLED 25+00 23+00 4+ s4 DD J ) 57 50 4 38 0 CONST. P SERVE CONST. FENCE AREA St PER PER DETAIL _ LP 26.6' R15.0' R15.0' o TP-27.1' 43 TP=27.5'J R15.0' R15. DETAIL f _ I 111V =26.8' ~ 1 'I CONST. 268LF + T OF 24' CAP BUFFER INV.= 20.9' (0.39 AC) 0 BUFFER AREA TO BE D - - -2 / i GRADED TOWARDS WETLAND e E DIl D-1 LP-2 6' / 74 " / 1 UPLAND PRESERVE 0.18 ACRES 61 ' MINIMUM I ryy FINISHED FLOOR / , EL.=28.0' (TYP.) 1^ X, I 5° i ,.t TRANSITIONS MODIFIED °E" r P O E CURB INTO VALLEY CURB 76 OVER 2.5' MIN. - 5.0' MAX. Z SEE DETAIL m C/) WETLAND 4 R29.8 so N 2 0.63 ACRES p P m I D-2 D-2 D 2 m - ice " \S 9 ' LP=26.9' R 5.0' x_ R25.0 o-2 y U~ 77 / s 68+p0 58 67+p s nn 1 HP=27. F 7 - m l e R39.T R4.3' BOUNDARY TRANSITION MODIFIED 'E' WETLAND 4 ELEV 26 5 G CURB INTO VALLEY CURB G ' SECONDARY IMPACT . . D-1 OVER 2.5 MIN. - 5.0MAX. D-1 0.0289 ACRES BYPASS SWALE FOR SEE DETAIL pp WETLAND 4 OFFSITE FLOW CONST. PRESERVE TO BE IMPACTED AREA SIGN PER 0.0006 ACRES DETAIL (TYP.) u ryas el z J D HP=27.7' - I I 3 -WAY CURB TRANSITION- SEE DETAIL (TYP.) N o-2 OVER 2.5' N. - 5.0' MAX. U- ao -111 - o.U MAA.l o SEE OETAI I SEE DETAIL L R15,0' I i .1a' I g5o +00 14 21 -LP=27.6' f 22 12 S o 3 Oj f 6 HP=278' 21 13 ~R15.0' R75.0'- N T i I i I a °o D 2 HP=28.0' I F ` TRANSITION MODIFIED 'E' L f CURB INTO VALLEY CURB - OVER 2.5' MIN. - 5.0' MAX. 11 D-2 g SEE DETAIL I f T1_ 0i" 01 Y o F IMI C M - D-1 D-2 0 e" 0 L188-_ I LP=27.8' I 74 00 LP=27.1' ' I a 11 I ]0. ~8 - fe 10 +o I. o tAF CD 0 N MINIMUM FINISHED FLOOR - EL-28.0- (TYP.) g r 1 I ! _ i T L o-2 ULR1~5 U- R10.0' 4' I -2 D 1 f --HP= TRANSITION MODIFIED 'E' 7 oo*uu 0 - 42f0 CURB INTO VALLEY CURB _p 5"'+ 43 OVER 2.5' MIN. - 50' MAX.' Ise 4 SEE DETAIL a MIN. BOUNDARY ' ¢ ELEV. 28.0 MIN. BOUNDARY - p-1 ELEV. 29.0' T XI SWALE C T t l ALLONG SW STH STREET I AT ELEV - 27.0' NGVD. I 1"" I a° 1 +ro°} r I h Y1 Imo'; I I~ I o ly, L I c c 4a ~ ' ~ I 0 - S.W. 7th AVENUE NOTE ALL ELEVATIONS PROVIDED ARE IN NGVD. NORTH SCALE: 1' - 40• LEGENDEXISTING DITCH TO BE FILLED WETLAND WETLAND BUFFER IMPACTED WETLANDS WETLAND BUFFER LINE PROPOSED TOE OF SLOPE - PROPOSED TOP OF BANK PROPERTY LINE PROPOSED PAVEMENT .ih. SLOPE DIRECTION 61 PROPOSED DRAINAGE STRUCTURE NUMBER O PROPOSED DRAINAGE PIPE NUMBER EXISTING GRADE e24.0' PROPOSED GRADE -SF-PROPOSED SILT FENCE SHEET KEY PD~-02I PD-01 PD-Q BPD-n,&- I 7j CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! e U20071BFH Inc. SUNSHINE STATE ONE CALL OF FLORIDA, INC. 00 Date; ea5r2007 VERIFY SCALE BAR IS EQUAL TO ONE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS THE LAKE HOUSE esign Dee'gn By: nvA NCH ON ORIGINAL DRAWING "Partners For igW' Results, alue By D Assign" C p; CITY OF OKEECHOBEE IBFH PROJECT No: 05-0260 Drawn By. RR D I♦ 1 A Boyle Enginmrng oom ry aan 220-07 RR wBUeo aurreR AREA Unana AND noomorui euFFai PreovlD® Check BY mV ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 PAVING GRADING SHEET DATE BY REVISIONS DIMENSIONS ACCORDINGLY (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com , , & DRAINAGE PLANS PD-04 CONST. STOP SIGN & BAR W/ 40LF OF 4-INCH DOUBLE YELLOW(TYP.) /.F CAST. 4-WAY STOP / SIGN 1 SPEED LIMIT. SGN & BAR W/ d0 FT SIGN 15 MPH .(TYP 4-INCH DOUBLE / ` YELLOW (TYP.) ~CONST. SPEED tl rr `CONST. NO OUTLET SIGN 15 MPH (T SIGN (TYP.) CONST. STOP SIGN & ~ t BAR W/ 40LF OF 4-INCH DOUBLE YELLOW(TYP.) - - r / U CONST. STOP pIGN & BAR W/ 40LF OF 4-INCH DOUBLE YELL 01W(TYP.) / yl_ LCONST. STOP SIGN Ea WOLF OF INCH OUBLE YELLOWT ~CONST. SPEED LIMIT -i SIGN 15 MPH (TYP.4- got ' I r CONST. STOP ~I& & 1 BAR W/ 4OLF OF 4-INCH B DOUBLE YELLO~Typ.) CONST. 4-WAY STOP\ TOF IGN & BAR W/ 40 FT' CONST. STOP SIGN AND BAR 4-INCH DABLE WITH 40 FT OF 4-INCH ELLOW (TYP,) \ rDOUBLE YELLOW(TYP.) zC 0NST. SPEED LIMIT ` SIGN 15 MPH (TYP,) `CONST. NO OUTLET SIGN (TYP.) r N 03 E 3x3 MONUMENT CONST. STOP SIGN & BAR W/ 40LF OF 4-INCH DOUBLE YELLOW(TYP.) C -C2 CONST. STOP SIGN & \ BAR W/ 40LF OF 4-INCH DOUBLE YELLOW(TYP.) CONST. SPEED LIMIT \ SIGN 15 MPH (TYP.) I - a r m I~ V o° CONST. STOP SIGfJ f & BAR W/ 40LF ,F \ 4-INCH DOUBLE CONST. STOP SIGN & YELLOW (TYP.) N BAR W/ 4OLF OF 4-IN H DOUBLE YELLOW(TYP.) E, k N CONST. STOP SIGN & BAR W/ 40LF OF ~4-INCH DOUBLE \ I YELLOW (TYP.) y= CONST STOP SIGN & BAR W/ 40LF OF 4-INCH DABLE YELLO CO ST SPEED LIMIT SIN 15 MPH (TYP ) W(TYP.) r CONST. STO SIGN 00 & 00 BAR W/ 40 OF 4-INCH DOUBLE YEL4CW(TYP.) .~j CONST, STOP SIGN & BAR W/ 40LF OF 4-INCH DouBLE YELLOW(TYP.) B_~IN STATION ° 10,F00 3 O O (C.NIT. STOP $I( BAR W/ 40LF OI -INCH w DOUBLE YELLOW( CONST. ST~ SIGN & < I BAR W/ 40Lr OF 4-INCH DOUBLE 7LOW(TYP.) CONST. STOP SIGN & I ' CONST. STOP SIGIT & YE ELF OF 4-INCH _ BAR W/ 40LF OF 4-INCH DOUBLE E _ -BAR DOUBLE YELLOW(TYP.) - `j LLOW(IYP) CONST. YEILD SIGN (TYP) p IRON ROD INJ 1" IRON PIPE U 2007 IBFH Inc. oot°' 12 2B 2°as Bcal°:_ t'-ao' VERIFY SCALE BAR IS EOUAI TO 0mr CONSULTING CIVIL ENGINEERS, CIIDVCV- d NORTH CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. ID n ; MN R E NCH oN ORIGINAL DRAwINC ~ t/ rt,Fa S,~is N THE LAKE HOUSE L JH A B , cR By~M DAT [ p - ADJUST ALL S mpony Value By DestigW, oEngiweeny Co CITY OF OKEECHOBEE LBFH PROJECT No: 05-0260 E BY REVISIONS CALED D 421 N.W. 3rd Street, Okeechobee, FI 34972 IMENSIONS ACCORDINGLY (863) 763-8999 Faz: (863) 763-6692 BPR & FBPE License No: 959 ROADWAY CONSTRUCTION SHEET www.lbfh.com SHEET RW-1 CONST. 228±LF OF 6" PVC I 4 • FORCEMAIN FROM LIFT STATION CONTRACTOR TO FIELD LOCA TO E%IS11NG FORCEMAIN PE-IN. EXISTING LINE AND COO IN W/ QUA FOR WATER LINE REMOV L AND SEE FORCEMIAN TIE-IN DETAIL INSTALLATION ALONG 9TH S EET NORTH SHEET D-5. CONST. 1813LF OF " PVC STA: 50+41 4 75 WATERMAIN FROM E STING CONST. LIFT STATION PER HYDRANT 70 90' BED Deus 1' = 4D' DETAIL SHEET U- CONST. 6' 90' BEND (TYP.) / +00 52+110 -gam -$ltg~_S S 80+00 S ~F- -I - -I --i -53+ - -I 54+00 -55+00 31 -E-- F00 o _ - \ k0 , CONST. 61tLF OF 6" PVC - - - y0 WATEAN NDR O 190+ BEND O - 'T STA: 0+ 4 a 95 .6' a BE 1- 6" 45' BEND i - CONST. DOUBLE WATER + I STA• 55+48.7 ~FF \ Io STA 55 49 7 44~ CONSTRUCT B- SERVICE PER DETAIL (TYP.)' 1- 6" 90' BEND I ASSEMBLY PER DETAIL N MlwuuM FINISHED (L00) NOTE CONST. 207±LF OF 6' ? - EL.=28.0' TYp PROVIDED ALL ELEVATIONS PVC WATERMAIN FROM ARE IN NGVD. MINIMUM FIRE HYDRANT TO 45' ; -CONST DOUBLE SEWER \ FINISHED FLOOR \14 BEND SERVICE PER DETAIL (TIP.) EL.=28.0' (TYP) o I CONST. DOUBLE WATER ' \ o 1 - SERVICE PER DETAIL (TYP.) CONST. SINGLE SEVER SERVICE PER DETAIL TYP.) ~19x 44, CONS CT FIRE HYDRANT q I e y & 6" LVE ASSEMBLY I.. - \ V PER DE AIC - LEGEND ONST. DOUBLE SEWER - - i ° o EXISTING DITCH SERVICE PER DETAIL (TIP.) i BE FILLED I , . 4~ _ ` n7 - WETLAND CON6T. SINGLE SEWER WATER. OF 8" PVC ~ WATERMAIN FRO FROM 6° CROSSSERVICE PER DETAIL (TIP.) ~I TO BLOW-OFF ASSEMBLY I I CONST 475±UF OF 6 WETLAND BUFFER I ` 1, p PVC WATERMAIN FROM CD r- 90 BEND TO 6" TEE CONST 121}LF OF 6" PVC I 'I - IMPACTED WETLANDS Y~\ WATERMAIN FROM 225' I o CONST. DOUBLE WATER I ,II C ST DOUBLE WATER } 1 SERVICE PER DETAIL O _ I I SERVICE PER DETAIL (TYP.) WETLAND BUFFER LINE C) BE TO FIRE HYDRANT _ CONST. DOUBLE SEWER i SERVICE PER DETAIL (TYP.) 75+89 - PROPOSED TOE OF SLOPE m 1 STA 8 45 a' a I o 1 + PROPOSED TOP OF BANK 6" 22.5' BEND f • I if r~i - - o ~ ~ PROPERTY LINE ~ 1 o 2 - - PROPOSED PAVEMENT ~m m ~ za+oo y w.._ - - 18+00 - diSLOPE DIRECTION 19+0 PROPOSED DRAINAGE STRUCTURE NUMBER CONST. 14 tLF OF 6" I I PROPOSED DRAINAGE I UJ CO ST. SINGLE WATER PVC WATE MAIN FROM f _ PIPE NUMBER SER CE PER DETAIL (TYP.) r 6" TEE TO 22.5' BEND : o I OS EXISTING GRADE N I CNST. j DOUBLE WATER 1- 6~ CRO S 6 'M SERVCE PER DETAIL (TYP.) m C ST. SINGLE W TER PROPOSED GRADE T ~ UPLAND PRESk~VE i SE VICE PER DET Ill (TYP.) j. ( 3- fi' GA VALVES I - ° 0.39 ACRES _ 1 I I-1 A I -SF-PROPOSED SILT FENCE _ rn 1- 6" TE C NST. 287±LF F 6" 2- 6" G TE VALVES • 0 t mo P C WAIERMAIN FROM ~ CONS 278tLF OF 6- II STA:36+01 1346' \ ,I Io - _ 6 CROSS TO 6" TEE PVC TERMAIN FROM 1-6° TEE ~ I 6" TE i0 6" CROSS 2- 6" GATE VALVE T 5 r L 1 +00 1 +DD 0 06, ° II \ 3+ i r +DD 10 DD _ s S-4 WETLAND 2 II I c ,t- SHEET KEY s 0.51 ACRES $ j I WS 02 I WS-01 T - - I j CON T. SINGLE WA R UPLAND PRESERVE - 'I SER CE PER DETA '(TYP.) CONST. SINGLE WATER r4 - a 0.88 ACRES ,.1 SERVICE PER DETAIL (TYP.) WS_ WS_, 03, ° \ I CONST. 2 1±LF OF 6" I } ° I - PVC WA RMAIN FROM ' CONST. DO BLE SEWER = I r` - E sr ____L 6" TEE T 11.25' BEND SERVICE P DETAIL (TY'P.)! I - _~sr I T CONST. SINGLE SEWER `--Is` -cr SERVICE PER DETAIL TIP,) CALL 48 HOURS BEFORE YOU DIG IN FLORIDA - i 1 800-432-4770 IT'S THE LAW] SUNSHINE STATE ONE CALL - OF FLORIDA, INC. Dote: Bp/pp) VERIFY SCALE CONSULTING CIVIL ENGINEERS, Design ¢ BAR IS EQUAL TO ONE SURVEYORS $ MAPPERS Design By: INCH ON ORIGINAL DRAWING "Partners For Results, THE LAKE HOUSE U3 PROJECT No: Aswn By. RR 0..~■, A Bsyie Engineering Company VIllue BY DeSisn° CITY OF OKEECHOBEE 05-0260 0 DATE BY Check Bye ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, Fl 34972 REVISIONS DIMENSIONS ACCORDINGLY (863) 763-8999 Fax: (863) 763-6692 WATER & SEWER SHEET BPR & FBPE License No: 959 www.lbfh.com CONSTRUCTION PLANS WS-01 NORTH SCALE: 1' - 40' X11 j STA 114+01.8. 98.8' R CONSTRUCT BLOW OFF ASSEMBLY PER DETAIL CONST. 79tLF OF 6" PVC WATERMAIN FROM 6" TEEo T0, BLOW-.QQF A.'i5EMa_Y. STA:114+01.8. 19.3' R 6" TEE 3- 6° GATE VALVES 1 ' +00 113+00 + CONST. 68±UF OF 6" PVC r WATERMAIN FROM 6" TEE TO FIRE HYDRANT fi STA.114+01 8. 48.7' L j{ CONSTRUCT FIRE HYDRANT & 6" VALVE ASSEMBLY PER DETAIL I n CONST. DOUBLE WATER ~Im SERVICE PER DETAIL (TYP. CONST. 628±LF OF 6" PVC Irn : WATERMAIN FROM FIRE m I - HYDRANT TO FIRE HYDRANT ItTl VCONTRACTOR TO FIELD LOCATE' o EXISTING LINE AND COORDINATE. +C:) W9TH QUA FOR 4" WATER LINE REMOVAL AND INSTALLATION I ALONG 15TH-5TR.EE E, x a 'I ~CONST. DOUBLE SEWER 3 " '.SERVICE PER DETAIL (TYP. 12 +00 I o II I ©2007 Lair Ina ' - - - 7_ 1 r - -7- -7 1- 6" 45' BEN CONST. 1273LF F 6" PV WATE1 CONST. SINGLE WATER I 45C BEND TOAfi EM SERVICE PER DETAIL (TYP.) I CON`3T.. 20±UF OF 6° CONS] 371}LF OF 6" PVC IE TERMAIN FROM i i 6°. E TO 45' BEND PVC WATERMAIN FROM T , 45 B~ND TO 6" WE 1 6" 4 IPD RIN MM MM MM / - 11 +0 s 111+00 s y" A L i V I ID I r IM IZ IC/) m m I~ 6 ICn I LEGEND EXISTING DITCH TO BE FILLED WETLAND WETLAND BUFFER IMPACTED WETLANDS - WETLAND BUFFER LINE PROPOSED TOE OF SLOPE PROPOSED TOP OF BANK PROPERTY LINE PROPOSED PAVEMENT ,III, SLOPE DIRECTION PROPOSED DRAINAGE STRUCTURE NUMBER PROPOSED DRAINAGE PIPE NUMBER EXISTING GRADE PROPOSED GRADE -SF-PROPOSED SILT FENCE SHEET KEY WS-02 WS-01 WS03 _WS-04 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. Dole: ep/Mq1 VERIFY SCALE BAR IS EQUAL TO ONE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS M THE LAKE HOUSE BFH PROJECT No: 05 0260 Scale: a "Partners For Results, CITY OF OKEECHOBEE - INCH ON ORIGINAL DRAWING MINC. Value By Design" - - - ' pea Rn By.- A Boyle Engineering Company SHEET Drawn By. RR 0 ~ 1 CALED Okeechobee, FI 34972 421 N.W. 3rd Street, WATER & SEWER WS-02 Check Br ~ ADJUST ALL S (863) 763-8999 Fax: (863) 763-6692 CONSTRUCTION PLANS DATE BY REVISIONS DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com P n S.W 10th AVENUE 66+00 85+00 84+00 83+00 # 87+0~_ 2 s' R 7Z S VIA RM IIM RA IAA- IN -=NM MIL MN,- I ' MATCHLINE SHEET WS-02 - eTe 93+448 19.5' R CONSTRUCT BLOW-OFF ASSEMBLY PER DETAIL o - CONTRACTOR TO FIELD LOCATE 01; 1 CONST. 60±LF OF 6" PVC ......D 1 EXISTING LINE AND COORDINATE a WATERMAIN FROM 22.5' BEND Ip 1 WITH QUA FOR 4" WATER LINE TO BLOW-OFF ASSEMBLY o MINIMUM 1 REMOVAL AND INSTALLAT10N FINISHED FLOOR t 'ALONG t524STREET--.._,. CONST. DOUBLE SEWER I I IM \ R SERVICE PER DETAIL (TYP. 1- STA 6" ' 22 22.5.5' 6. BEND END t 1 . \ \ STA-143+663. 62.6' R CONST. 233±LF OF 6" M~ \ CONSTRUCT FIRE HYDRANT o PVC WATERMAIN FROM 1 \ CONST. SINGLE SEWER \ & 6" VALVE ASSEMBLY i'.. 6° TEE TO 22.5' BEND\ SERVICE PER DETAIL (TYP~ PER DETAIL N \ - A\ CONST. DOUBLE WATER CONST. DOUBLE WATER SERVICE PER DETAIL (TYP.) \ \ \ SERVICE PER DETAIL (TYP.) ?y \ I _ STA:96+26.5. 22.4' R \ 1- 6" TEE -x > MINIMUM s 1 1- 8" GATE VALVE CONST. 86±LF OF 6" PVC FINISHED FLOOR \P ` lz\ \ WATERMAIN FROM FIRE EL=28.0' (TYP.) + 1 HYDRANT TO 6" TEE o v 04 143+00 14 +00 141+ P I- - F- - - - CONST. DOUBLE SEWER v - SERVICE PER DETAIL ) E. y~ Mn 6° TEE 1- 6" TEE FINISHED FLOOR rSER\ACE • 143+66.3. 22.9' L ST 4 + MINIMUM \ ' 6" GATE VALVES o I T EL.=28.0' (TYP ) Im_-- o CON T. 533LF OF 6" - ' I PVC ATERMAIN FROM m ! CONST. 300±L OF 6" m 22.5 BEND TO 6° TEE I~ -n- PVC WATERMAIRQM 6° I II T. SINGLE WATER H II PER DETAIL (TYP.) TEE TO 22.5' B ND CONST. 133±LF OF 6" ° PVC W TERMAIN FROM 6° TEE J TO FIRE HYDRANT . ' ( ] - CONST. 2653LF OF 6" PVC_j 'I 6 WATERMAIN FROM 6" TEE - 6 TO BLOW OFF ASSEMBLY I - - ST& 129+37.9. 288.7 L - CONSTRUCT FIRE HYDRANT I F & 6' VALVE ASSEMBLY I PER DETAIL C) II m s fl CONST. DOUBLE SEWER SERVICE PER DETAIL (TYP. STA• 143+66.2. 288.3 L CONSTRUCT BLOW-OFF o a j ~ ~ ASSEMBLY PER DETAIL o 7, N s I CONST. SINGLE SEWER SERVICE PER DETAIL (TYP. a s I ~ c=~ s , %sgs I 1111 _IIII _ I ~ IIII S.W. 7th AVENUE IIII E UU I © 2007 Lc+H Inc. 0 NOTE ALL ELEVATIONS PROVIDED ARE IN NGVD. NORTH SCALE: I' - 40' LEGEND EXISTING DITCH TO BE FILLED WETLAND WETLAND BUFFER IMPACTED WETLANDS WETLAND BUFFER LINE PROPOSED TOE OF SLOPE PROPOSED TOP OF BANK - PROPERTY LINE PROPOSED PAVEMENT .dl, SLOPE DIRECTON PROPOSED DRAINAGE STRUCTURE NUMBER PROPOSED DRAINAGE PIPE NUMBER EXISTING GRADE PROPOSED GRADE -SF-PROPOSED SILT FENCE SHEET KEY WS-02i WS-01 WS-03 WS-04 0 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL Ilk. OF FLORIDA, INC. 2.2)07 RR WEILAND BUFFER AREA IMPACT AND ADDITIONAL BUFFER PROVIDED DATE BY REVISIONS Date: enr po VERIFY SCALE BAR IS EQUAL TO ONE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS „ THE LAKE HOUSE CITY OF OKEECHOBEE BFlI PROJECT Na: 05-0260 Scale: a Partners For Results, B D i INCH ON ORIGINAL DRAWING INC. Valve By Design" - _ SHEET y es gn RR 0 t A Boyle En9naadn9 comaam WATER & SEWER D.- By. Check By MN ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-8999 (863) 763-6692 CONSTRUCTION PLANS WS 03 _ DIMENSIONS ACCORDINGLY BPR & FBPE License cense No: 959 www.lbfh.com POND 3 8.1 ACRES CONTROL EL.=23.5' :Ir sr ' °r Br' Rr sr \a\ Sr ~SF V CON T. SINGLE WATER SER CE PER DETAIL (TYP.) C 1 E 0 E o © 2007 IBFH Inc. i 1 4 C T. DOUBLE SEWER CE PER DETAIL (TYP.) / , MAT HLIN SHEE WS-01 I ~I ca 1! eeee~ ~ 41 25 00 24+0 23+00 22+00 21 - - -----4 - -t- - f -I - - Q. o h I c O + Q CONST. SINGLE WATER ~ STA. 25+30.9 24.5' L SERVICE PER DETAIL (TYP. 1- 6" 11.25' BEND CONST. 201+LF OF 6" CONST. SINGLE SEWER CONST. SINGLE SEWER I PVC WATERMAIN FROM O SERVICE PER DETAIL (TYP.) SERVICE PER DETAIL (TYP.) E 1 6" TEE TO 11.25' BEND I I I a CONST. 3013LF OF 6" PVC WATERMAIN FROM 6 TEE TO PROPOSED HYDRANT DOUBLE - - - - - 1SER CE PERDETAIAIL TYP. I I. CONST. 518±LF OF 6" PVC ( ) I I 'WATERMAIN FROM 6" CROSS ( / j~ - TO BLOW OFF ASSEMBLY /i - ST. DOUBLE WATER STA: 71+11.6. 34.9 R CONST DOUBLE WATER STA 39+020 134.5' L ACE PER DETAIL (TYP.)~ - I CONSTRUCT FlRE HYDRANT I 1- 6" 22.5' BEND i III I SERVICE PER DETAIL (TYP.) I - -I & 6" VALVE ASSEMBLY / o $ I • A I I u PER DETAIL MINIMUM FINISHED FLOOR EL.=28.0' (TYP.) J + - x I ~ I CONST. 220fLF OF 6' PVC A CONST. DOUBLE WATER C', WATERMAIN FROM PROPOSED-' d SERVICE PER DETAIL (TYPJ I, o 'HYDRANT TO BLOW-OFF CONST, DOUBLE SEWER ASSEMBLY I - I SERVICE PER DETAIL (TYP.) C' ,n , i V - s CONST. 195 F;OF 6" PVC MINIMUM WATERMAIN FROM 22.5' 9 ` STA: 64+87.2. 148 L ' FINISHED FLOOR BEND TO FIR HYDRANT CONSTRUCT BLOW-OFF I I' EL.=28.0' (TYP.) ~',I ASSEMBLY PER DETAIL - - ~l I CONST. SINGLE WATER m STA: 64+87.2. 15.41 T CONST. DOUBLE WATER 1 SERVICE PER DETAIL (TYP.) 1- 6" 90' BEND SERVICE PER DETAIL (TYP.)~ - - - ..A\69 - . ^ T rte - STA. 41+20.0. 134.4' L ' 68+00 6700 66+00 42+h00 CONSTRUCT BLOW-OFF r - - i -I---t \ % •I ' - ASSEMBLY PER DETAIL s STA:69+22.5. 15.9' L CONSTRUCT FIRE HYDRANT ''VALVE . "DETAIL ASSEMBLY PER I , I I ' I I I $ I- G7 IO ' I I I I ICI,' , I I i I R I J _ 0 0 - I - - - - - - - NOTE S.W. 7th AVENUE ALL ELEVATIONS PROVIDED ARE IN NGVD. NORTH SCME: I' . 40' LEND EXISTING DITCH TO BE FILLED WETLAND WETLAND BUFFER IMPACTED WETLANDS WETLAND BUFFER LINE PROPOSED TOE OF SLOPE - PROPOSED TOP OF BANK - PROPERTY LINE PROPOSED PAVEMENT Ih, SLOPE DIRECTION PROPOSED DRAINAGE STRUCTURE NUMBER PROPOSED DRAINAGE PIPE NUMBER EXISTING GRADE PROPOSED GRADE -SF-PROPOSED SILT FENCE SHEET KEY WS-02 WS-01 tglS- CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. VERIFY SCALE B Date: BAR IS EQUAL TO ONE e Scale: INCH ON ORIGINAL DRAWI Deagn BY W Drava By. RR 0 - 1 2-2101 RR WEEAND BUFFER AREA IMPACT AND ADDRIONAL BUFFER PROVIDED Check BI ADJUST ALL SCALED DATE BY REVISIONS DIMENSIONS ACCORDINGI CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS THE LAKE HOUSE LBFH PROJECT No: "Partners For Results, CITY OF OKEECHOBEE 05-0260 gc mm bfpCempe A Bcyfe Engineering .ry Value By Design" SHEET . 421 N.W. 3rd Street, Okeechobee, FI 34972 WATER & SEWER (863) 763-8999 Fax: (863) 763-6692 CONSTRUCTION PLANS WS-04 Y BPR & FBPE License No: 959 www.lbfh.com - - i II II I li- Y STA:11 +33, GRATE ELEV-28.20 INV fl nr IN=1a Fn 28 24 20 16 DATUM ELEV m rv INV. ELEV. b.bU GRATE ELEV-2 .30 S-33 GRATE EV-26.30 INV. ELEV. O JT-16.40 INV. ELEV. IN=2 .30 P-33 GRATE ELEV-27 30 INV. ELEV . OUT=19.80 P-68 SUMP ELEV. INV. ELEV. IN=2 .70 P-32 NV. I . LEV. 1N=20.70 P-31 5-70 INV. ELEV. OUT 20.70 P-31 NV. LEV. IN=21.00 P-30 - - - - - - - - - - - - - - - - - - - INV. LEV. OUT=20.70 P-2 9 INV. EL . IN=19.80 P-68 - - - - - - _ INV. EL ID OUT=19.80 P-67 5-31 STA:1- +32 02- - GRATE EL =27.30 . . GRATE ELEV-2 .34 INV. ELEV. OUT=20.70 P-32' IN . LLLV. = INV. ELEV. OUT 15.70 _ _ SUMP ELEV-15 70 GRATE ELEV.= 1- 30 -3u 6" PV WATERMAIN INV. ELEV. OU 2 21.00 P-30 LF 0 00% 18 , PVC _32 P-31 6" PVC WATE MAIN I 2 LF 44 LF P .00% 0.00% 4 F 18 " PVC 1 8" PVC 0.00 , 18" VC 199 LF 0.301 10" PV 2B ° 10" PVC n m n ~ a n n o m n rv N n rv N N n N ~ N 14.00 10+00 11+00 12+00 13+00 14+00 HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1"=3' 3 15+00 /STA:15+74 22, GRATE ELEV-26.60 INV. ELEV. IN=15.00 INV. ELEV. IN=15.00 NV. ELEV OUT=14.90 SUMP ELEV-14.90 0 30' e0' Scale: l' - 30' Nw{ a3M3S 3lenoo '1SN00 ( I, N - 10j+1 KIA 00+a 0( t4L 00+ 1, 00-ys I, NO ell IN, 3 0' ' In 1 1 + Dace melpol VERIFY SCALE CONSULTING CIVIL ENGINEERS, SURVEYORS !k MAPPERS THE LAKE HOUSE PROJECT No: sacle a BAR IS EQUAL TO ONE "Partners For Results , CITY OF OKEECHOBEE 05-0260 Design NN By: INCH ON ORIGINAL DRAWING INC. Valve By Design" RR O A Doyle Engineering Company SHEET Drawrawn Dy : Check Dy!~N ADJUST ALL SCALED 421 N.W 3rd Street, Okeechobee, FI 34972 (863) 763-8999 Fax: (863) 763-6692 UTILITIES PLAN & PROFILE VIEW PRF 1 DATE BY REVISIONS DIMENSIONS ACCORDINGLY BPR k FBPE License No: 959 www.lbfh.com 28 24 20 16 DATUM ELEV 1300 S-54 GRATE EL INV. ELEV. INV. ELEV. =26.80 =22.80 P-52 =23.30 P-53 S-64 GRATE ELEV-26.40 INV. ELEV. IN=19.20 INV. ELEV. IN=22.40 P-56 P-72 INV. ELEV. UT=19.20 P-56 INV. ELEV. OUT=21.9 P-71 STA: GRA INV. 0+78.09, E ELEV-26.60 ELEV. IN=14.40 STA:18+96, GRATE ELEV.=27 INV. ELEV. N=1 NV. ELEV. OUT 10 5.10 15.00 INV. INV. SU ELEV. N=14.40 ELEV OUT=14.30 P ELEV-14.30 SUMP ELEV.=14. 9 P-56 159 LF D. 07, 30" PV 182 LF 0.33% 10" PV 2£ 24 2C 16 DATUM ELEV 14.00 N N S-50 S-73 GRATE E EV-26.90 GRATE ELEV.=26.30 INV. EL P 1. IN=22.90 P-49 INV. ELEV. IN=20.10 P-57 INV. EL . IN=23.40 P-48 INV. ELEV. IN=22.30 P-63 INV-EL OUT= 0.10 - U = - S-71 STA:23+96 GRATE LEV-26.30 GRAT .=27.10 INV. EL -V. IN=18.60 P-64 INV. ELEV. IN=16.20 --1NV. EL V. UUI=18.60 P-65 7 NV. ELEV. OUT=16.10 SUMP EL .=16.09 P-57 12 LF 0.00% 24" PVC P-64 29 LF 0.00% 36" PVC 1 61 749 LF 0.34% N m N N a N N N STA:25+44.73, GRATE ELEV-26.60 INV. ELEV. IN=15.60 INV. ELEV. IN=15.60 INV. ELEV. OUT=15.50 SUMP ELEV-15.50 3 18+00 19+00 20+00 HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' 0pp 30' ~60 I~0 Scale: 1' - 30' 23+00 24+00 25+00 HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' 0 30 60' SCUF: 1' = 30' ('dll) 1IV130 bad 331A83S i "o; i f 113113S 310NIS '1SN03 ! w I °I 1 I I h I J I 0 o w, 0 00+£Z ) +bZs a 00~ +9Z S h; dll) 11V130 83d 301A83S 113M3S 318f100 '1SN031 Date: 7peI2p7 VERIFY SCALE BAR IS EQUAL TO ONE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS " THE LAKE HOUSE PROJECT No: scale a NCH ON ORIGINAL DRAWING Partners For Results, CITY OF OKEECHOBEE 05-0260 Design By M INC. Valve By Desig'n" RR D B 0 A Boyle Engineering Company SHEET rawn Y - check Bp-MM ADJUST ALL LED 421 N.W. 3rd Street, Okeechobee, A 34972 UTILITIES PLAN PRE-2 DIMENSIONS ACCORDINGLY (863) 763-8999 Fax: (863) 763-6692 & PROFILE VIEW DATE BY REVISIONS BPR & FBPE License No: 959 www.lbfh.com S-17 /;RATF Fl FV =?7 10 2£ 21 2( DATUM ELEV 16.00 INV. LLEV. IN=23.t1U I'-ltl S-12 INV. ELEV. CUT=23. 0 P-15 S- GR 5 T = 7 0 S-14 GRATE ELEV-27.30 WV ELF/ 00 P- IN=23 5 GRATE ELEV=27.30 V. ELEV. IN=2 .80 -1 S-20 . . INV. EV. OUT=23.80 P-1 INV. ELEV. ]N=2180 P-11 GRATE ELEV =27.00 S-18 -16 NV. ELEV.IN=23.80 P-12 INV. ELEV. 1 =23.50 P-17 GRATE LEV =27.00 ELEV.=27. GRATE 0 INV. ELEV. UT=23.50 P-16 INV. EL . OUT=23.50 P-17 ; V. EL . OUT= P-14 - - _ 7 S-13 _ T T r STA: 6+1715 GRATE ELEV.=27 50 - - - - - - - - - - - - - - J STA. +5665 GRA~i , E ELEV.=28 20 GRATE ELEV.=27 60 NV. ELEV. OUT=1 23.80 -1 GRAT ELEV.=27.60 INV. ELEV. IN=16.0 INV. ELEV. IN=17.1 7 V O T NV. LEV. IN=17.10 )O INV. NV ELEV. IN=16.50 ELEV OUT=16 40 . U =1 INV. ELE SUMP ELEV-17 00 2 1 2 INV. LEV OUT=17.00 . SUM 40 ELEV 16 . F STA:31 64.08, P-17 P-16 171 LF 0 00% 18" PVC SUM ELEV-17.00 - . 24 GRATE INV ELEV.=27.55 . UT=18.00 21 LF RA . 4 2- F1 F P-14 18 VC F- -13 . SUMP LEV-17.99 0.00% 25 LF 2 LF 18" PVC C C % 0.00% 01 0% 18" PVC 18" PVC 211 293 LF " 342 LF 10 4C 161 LF 31% 0 10" P C 0.31% 10" PVC 161 . F 16- rn ~ ~ N ro N ~ N U N ,2 n y r N n n N n n m n N n n m N m N o m N m n m o 32+00 33+00 34+UU ao*w HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' E ~ ©2007 LBFli Inc. W Li m~ W o(L Li rU CD N 5+ - L, Z0 Li \ 00 Z£ 00 s B 0+{ s 00+9E f 00 £ O~ - O Ld CD M W J - ~W m a. m6rxa7 VERIFY SCALE Date, a BAR IS EQUAL TO ON Score, mm INCH ON ORIGINAL DRAW Deegn By: RR 0 1 Drawn By. MA+ ADJUST ALL SCALED Check By DIMENSIONS ACCORDING DATE BY REVISIONS V! w LJ -J z W z r(L 5 w HU 5 Zw ! U rp I O ~5-T 00+LE N I NW UJ ~w 0 30' 60' Scale: 1' - 30' 00. t L F CONSULTING CIVIL ENGINEERS, THE LAKE HOUSE PROJECT No: SURVEYORS & MAPPERS 05-0260 NC Ibb(pc-partners Results. CITY OF OKEECHOBEE SHEET A Boyle Enginaenng Company UTILITIES PLAN 421 N.W. 3rd Street, Okeechobee, FI 34972 PRF-3 (863) 763-8999 Fax: (863) 763-6692 & PROFILE VIEW LY BPR & FBPE License No: 959 www.lbfh.com 32 GRATE LEV.=28.40 I. EL NV SUMP E .OUT=18.10 EV-18.09 24 20 10" PVC 6 0 of n e ^ ~ N o rv 2E 21 21 1 T2- 0 DATUM ELEP 6" PVC WATE MAIN 71 LF 0.28% 10" C 0 n ri N v m N m ~ o a 40+00 41+UU 50+00 51+00 HORIZONTAL SCALE: 1 "=30' HORIZONTAL SCALE: 1 "=30 VERTICAL SCALE: 1 "=3' VERTICAL SCALE: 1 "=3' m 3 a~ seine: 30, 60' s -~-4 ~ 4T600TOV B~ _S 00+6b I Elf IBFH Inc. DDz- Date 711812007 Scale: B Design BY, rW Drawn By: RR Check By MM a te. Scale: 1' - 30' 32 2£ 24 2( S-74 GRATE ELEV NV. ELEV. D 26.40 =22.90 P-62 S-75 GRATE ELE1 INV. ELEV. NV. ELEV. S a=F-17.1E3 ' -LT-_______ _ I _ INV. ELEV. OUT=16.9 UMP ELEV.=16.89 STA:7 GRATE INV. +66.18, ELEV-26.76 EV. IN=16.50 P-6 P-63 SUMP ELEV-16.40 0.00 78" P " STATE ELL C GRATE ELE INV. ELEV. INV. ELEV SUMP ELE1 141 LF " 0.2 10 PVC 132 LF 0 309 . . 69+00 70+00 n +UU HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' ra s - s~ m 00 0 ~R)11 SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 - 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS -partners For Results, INC. Value By Design' A Boyle Engineering Company 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com THE LAKE HOUSE CITY OF OKEECHOBEE - UTILITIES PLAN & PROFILE VIEW PROJECT No: 05-0260 SHEET PR F- 4 OY~, Scok: 1, 30' yn A 5 to m~ -0v m0 AC m ~m m Dm r~ S-71 S-70 GRATE EL 30 =26 S-65 GRATE ELEV-26.60 5-66 GRAT INV ELEV.=26.40 IN=21.90 P-70 LEV 5-63 GRATE ELEV=26.4 GRATE ELEV-2 . IN=18 ELEV INV 30 .60 P-64 INV. ELEV. . . IN=19.80 P-68 NV. ELEV. IN=23.1 OUT 3.1. ELEV INV P-69 0 69 . INV. . LEV. IN=21,90 P-71 INV. ELEV. OUT=2 .90 P-73 . . INV. ELEV. OUT 18.60 P-65 INV. ELEV. OUT=19.80 P-67 . . S-62 GRATE ELEV.=26.40 S-75 S- 3 S-72 S-69 S-64 GRATE EL .=21-4 0 INV. ELEV.IN=22.9 OUT=22 ELEV INV P-73 40 P-72 GRATE ELEV.= 6.40 GR TE ELEV-26.30 GRATE ELEV. 26.50 GRATE ELEV.=26.40 E E" IN-19 2L 12-56 . . 28 NV. ELEV. IN 22.90 P-62 INV ELEV. IN=20.10 P- P 7 3 NV ELEV 1 =18.60 P-65 = - 7 LEV. INV. E IN=22.40 P-72 INV. ELEV. 0 =22.30 P-63 INV - ELEV. I N=22.30 INV. L I NV. ELEV. IN=19.80 P-6 ELEV. INV OUT=21.90 P-71 INV ELEV. OUT=18.60 P 64 I NV. ELEV. OUT=23.1 P-69 . - - T ~ ?4 ~ - P- 96 LF 0.00% 18" PVC fib 132 P 00% LF 0 18' V P 72 12 LF 0.009 24" PVC STA:77+64.68, 0.00' RT. P-fi3 63 LF 0. 0 24 PVC - . 52 LF GRATE ELEV =26.70 - 0. 7. P-73 INV. ELEV. IN=13.80 6 6" PVC WATERMAIN PVC 21 LF INV. ELEV. OUT=13.7 SUMP ELEV-13.70 1 00 5 RA72+76.77, STA:74+3 46, STA:7 +02.80, 0.00' RT. 0.00% . „ P C e GRATE TE ELEV. ELEV GR 26.17 G ELEV. IN==1265.6.6 RATE ELEV INV P-67 GRATE E INV. EL E =26.60 I N=15.00 GRATE ELEV.=26.60 1N=14 40 20 INV. ELEV. IN 16.00 - . . NV. ELEV. IN=15.6 P-65 NV EL I. IN=15.00 INV. INV . . IN=14 40 EV 0 00 STA:78+91 59 RT. = SUMP ELEV 90 15 INV. ELEV. OUT=15 50 28 LF 0.009, NV. EL ° .OUT=14.90 . Ny. . . EV OUT=14.30 . . , GRATE ELEV.=27.19 . . SUMP ELEV-15.50 0.009. PVC SUMP EL 8 .=14.90 SUMP ELEV.=14.30 V. EL I =1 . 3fi" PVC INV. ELEV. OUT=13. 0 INV. ELEV. OUT=13. 0 SUMP ELEV.=13.20 i6 LF 0.30% 10" PVC 7g LF 0 0 31R 1 "PVC 165 " LF 0.30 10 PVC D 161 LF 0 31% 10" P . VC = 7 4 1 329 N ~ N M N ~ ~ N N • ~ N < N ~ N N N ~ N N N ~ 6 ~ 00 N 7 N 00 ry 8 - 00 9 N 00 7e inn 75 +00 71+00 12+UU - HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' p C/) -0 N p & AC0 om m I I D rn E S~ 5 s S S 5 o0 e ~ S 130 41 FA- NM „S - R 1 om m Dm P I 1# i 7& \bO S- 0 i o ao' i y ~ spa: 1' - w' I j I I 7 I © 2007 LBFH Int. VERIFY SCALE 71181"7 CONSULTING CIVIL ENGINEERS, ~ SURVEYORS & MAPPERS P THE LAKE HOUSE CITY OF OKEECHOBEE PROJECT No: 05-0260 Oct.: DAR IS EQUAL TO ONE "partners For Results, ' SHEET r g mmgffi scaly. Deegn eY M^+ INCH ON ORIGINAL DRAWING INC. Value By Design A Boyle Engineering C04;hy UTILITIES PLAN RF-5 P Drawn By: RR 0 - 1 421 N.W. 3rd Street, Okeechobee, FI 34972 & PROFILE VIEW . . Check By. Sul ADJUST ALL SCALED DIMENSIONS ACCORDINGLY (863) 763-8999 Fax: (863) 763-6692 1PR & FBPE License No: 959 www.lbfh.com DATE BY REVISIONS 32 S-80 S-82 10 3 20 STA84+32 ' RT. STA:81+38.80 0.54' RT. 0. , , . GRATE ELEV.=2 INV. ELEV. OUT . 2230 .80 P-81 5-81 GRATE ELEV = INV. ELEV. IN 0 7.00 11.80 1 70 - INV. ELEV. OUT 80 SUMP ELEV-22 P-83 S-83 T 9' 5-102 GRATE EL =26,6D S-101 SUMP ELEV.=22 80 STA,81+38.70, 10. 6' LT. INV. ELEV. SUMP ELEV = . =1 1.70 . STA:84+3226, 10.4 GRATE ELEV =26.30 L . INV. ELEV OUT=22.20 P-103 GRATE E 5.7 28 GRATE ELEV.=26.30 INV. ELEV. 1N=22.8 P-81 . . NV. ELEV IN=22.8 SUMP ELEV =22.80 P-83 NV. ELEV. INV. ELEV. 1N=22.20 P-10 OUT=22.20 P-1 SUMP ELEV-22.80 . P-103 9 LF 0.00% P-81 P-83 21 LF 21 LF 0.00% 0.00% fi" PVC WATERMAIN 18" PVC 16 PVC STA:86+50, ST :87+69.05, STA:88+7 GRATE ELEV =27.10 GR ATE ELEV-26.81 GRATE EI 20 INV. L E E =1 .1 T 13 00 IN V IN V . EL . IN=13.60 50 ELEV OUT=13 INV. ELE~ INV ELa INV. L V. SUMP ELEV. = . U 13.00 SU . . . MP ELEV.-13.50 . INV. El-a SUMP EL 6 ' 7 LF 11 10 F% 34% U 10 PVC 0.30% 400 LF 4 z;29 LF ~ N Uj N N N ~ N a N n N rn N ro N i0 N N N vi N vi ~ N a N a N a N < N a N 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 79+00 HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' -19' 60 ems, scale: I' , 30' 130 aid 3OIAa3S ~I? a3M3S 310NIS '1SNOO , W+~ ^d lx rti ~ d Ny xu Wu yy W61 xu _ - - ° - S _ 5 S S -S 5 S4, 5~- OO 9H 5 p I S 5 0 CGS g 5._OO+bB 00+58 s • tiv - - - - - - - - 9M-- 9AV COI A'S -In 133HS 1IV130 E 83d NOIIVIS 1-411 '1SNOO I b' 1 L 1.1107 .111 ma. 711812og7 Date 4 scale MM Design By: RR Drawn By: h Check By_* DATE BY REVISIONS VERIFY SCALE nm~ CONSULTING CIVIL ENGINEERS, OF SURVEYORS & MAPPERS Ht LAKt HUUSL CITY OF OKEECHOBEE PROJECT No: 05-0260 BAR IS EQUAL TO ONE 'partners For Results, INCH ON ORIGINAL DRAWING INC, Value By Design,. SHEET 0 - 1 A Boyle Engineering Company b h FI 4972 UTILITIES PLAN P RF- 6 ADJUST ALL SCALED o ee, 3 421 N.W. 3rd Street, Okeec (863) 763-8999 Fay: (863) 763-6692 & PROFILE VIEW - - - DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com S- GF IN` 03 G-A" GRATE EL =25.70 INV ILEC1, - IN=22.20 P-103 * INV OUT=22.20 P-102 t f P-103 9 LF 0.00% 18" P- 3C STA:88+75.17, 0 GRATE LEV.= 6.00 . INV. ELEV. N- 0 13.9 78 50 INV. ELEV. IN 14.00 INV. ELEV. OU =13.90 SUMP ELEV.= 3.90 '28, 10 PVC y N a ry a N a N 88+00 89+00 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' 32 S-100 GRATE ELEV-24.7 ELEV OUT=22 NV 30 P-101 STA:94 49.87, . . GRATE LEV.=26.60 INV. L U -1 . 9,50 S-98 SUMP LEV-19.29 S-99 GRATE ELEV-2 70 GRATE ELEV-26.00 V ELEV l . 2 20 P-102 INV. ELEV. OUT=22. 0 P-10C Nff . . IN ELEV IN~ 1NV . 30 P-101 2 S-91 28 . , INV. ELEV. IN= . 2.20 P-100 GRATE EL V-26.20 - 1NV. ELEV. OUT 20.80 P-104 - INV. ELEV IN=22.40 P-91 - P-100 24 243 LF 0.00% 24 PV P-101 30 LF 6° PVC WATERMAIN 0.00% 18 PVC 20 STA:90+77.99, L 165 LF -L- GRATE ELEV-26.51 )0 INV. ELEV. OUT=14.6 SUMP ELEV-14.59 6 16 30% 0 10" PVC 202 LF . I~ a N 4 N rt ~ N N a D N t0 N N a M a N N a N ~ rv N N a 14 MI N 89+00 90+00 91+00 92+uu HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' y uu D~ 60, Scale: 1' . 30' ti LL ~d ~ L<1 J WF \k\\ N W OQ\ ` Lj ^~K N Ld - W W d HU u oOxsg O W \ Q Z \ W W / d Ld Q Q m \ 5 OO /00- -/00 g4 y00 - ~ 1 9 00 ° 93+0115 T i ruF L (C) 2007 LBFH Inc. DATE BY REVISIONS Dale: 771918707 VERIFY SCALE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS THE LAKE HOUSE PROJECT Ho: 0260 05 ~ BAR Is EQUAL TO ONE "Fanners For Results CITY OF OKEECHOBEE - wale: INCH ON ORIGINAL DRAWING INC. , Value By Design." SHEET oee~n By. RR 0 ~ 1 A Boyle Engineering comoonr UTILITIES PLAN Drawn By: Check By ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-8999 Fax: (863) 763-6692 & PROFILE VIEW PRF 7 DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com Dom, Scale: 1' a 30' -3 -2~ -2~ FF -1E -14 M v S-89 S-88 GRATE ELEV. INV. ELEV. IN 25.90 19.60 P-136 GRATE EL INV. ELEV. INV, ELEV. SUMP ELE .=25.90 IN=22.40 P-90 OUT=22.40 P-91 .=22.40 INV. ELEV. IN INV, ELEV. 0 S-8 GRA 22.40 P-89 T=22.40 P-90 E ELEV.=26.10 STA:96+15.43, GRATE ELEV.=26.10 INV. ELEV. OUT=22.40 P 88 =18,80 INV. ELEV. OUT= 8.7 SUMP ELEV-18.70 ST GR I :97+35.24, 2 . TE ELEV. 26. ELEV OUT=1 - - - - - - _ SU . P ELEV-19.1 P-88 28 0. 24" LF 43 LF 0% 0.00% PVC 18" PVC 0.30% 10" PVC 1 26 LF 0.32% 10" PVC ° N N < N v N N 95+00 `J0+UU HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' UW U fQ a}}a L ~ v o W p E Z LU W H U 5 0 5; ZZ OW JO (Al 5 k 0 j 1 1 5 E / 5 y © 2007 LBFH Inc. ca I N JI I I I - I m I MZ Ar f om -4 0i2nnn-----!~0 Scale: 1' . 30' Dote. 71181x,71 Scale: VtK1P'Y 5GALE BAR IS EQUAL TO ONE CONSULTING CIVIL ENGINEERS , MF SURVEYORS & MAPPERS P THE LAKE HOUSE ROJECT N y: oeiyn INCH ON ORIGINAL DRAWING Partners For giv , I C . valve By Iksign" CITY OF OKEECHOBEE o: 05-0260 B y: Drava W ae D 0 A Boyle Engineering Company Check By non ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 UTILITIES PLAN SHEET DIMENSIONS ACCORDINGLY GATE BY REVISIONS (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com & PROFILE VIEW FRF-8 97+00 15' LT .20 2 2 2( DATUM ELEV 13.00 r 10( C-Sa IN V. I LEV. I1,1=22.80 P-5 _ INV. LEV. 0 =19.20 P- 6 GRATE ELEV-2 .80 IN V. ELEV. OUT 23.30 P-77 _ 5 53 GNAT ELEV.=26.80 S-56 INV. LEV. OUT=22.80 P- 2 GRATE ELEV-2 .80 INV. ELEV. IN= 3.30 P-77 INV. ELEV. OUT 23.30 P-53 P-52 P 77 29 LF 2C LF ST :102+84.20 0.00% 0.( 0% G TE ELEV=27.20 24" PVC 18" PVC INV ELEV. OUT=15.90 SU P ELEV.=15.89 STA:100+00 TE L 10 INV. ELEV. IN=1 .10 INV. ELEV. OUT 15.00 SUMP ELEV-15 00 284 LF r tp N ~ N m ,p N 'n ry a ~ N M N ry M V) iucruu HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' a~a Scala: I' - 30' s 103+00 2~ 2 2 1 DATUM ELEV ]4.00 10` S-50 GRATE E EV-26.90 S-48 INV. EL . IN=22.90 P-49 GRATE EL =26 40 INV. EL IN=23.40 P-48 INV. ELEV. . . IN=22 90 P-47 INV. EL . OUT=20.10 P-57 INV. ELEV. - . OUT=23.40 P-48 - - - - - - - - GRATE EL =26.90 S-47 INV. ELEV. OUT=22.90 P-49 GRATE ELE .=26.40 STA:108+28.91 GRATE ELEV 27 29 INV. ELEV, UT=22.90 P-47 - . INV. ELEV. OUT=17 20 - SUMP ELEV.-17.19 P-49 P-47 29 LF 20 LF 0.00% 0.00% 18" PVC 18" PVC STA:105+00, GRATE ELEV-27 10 Ml ELEV. IN=1 .20 INV. ELEV. OUT= 16.10 U L .=1 . " 30% PVC 10 29 LF . C 0 rv 0 N n N N rv ~ N HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' a Lj to Li WD -J Zw _ za Ld o I - ~ G N5 E oLLJ p I' I S --F-- - v 00 SOl 00+906 s 00t04 CV 30' ' D D~ Scala 1' - 30' o I 0 + 0 e ('dA1) 1Id130 a3d 3DIA83S i y 83M3S 318f100 '1SN00 5 0+ ~t S oo+M Iv WM wN wu Nye 8 I ie I' ° I R O I J O I c g r : h (p Ld m ©soCT e»I1c. I ~ O Date: 711811071 Scala: a IG1~lrl OVALI BAR IS EQUAL TO ONE .....LI.-- 611111- ENGINEERS, MIDFP SURVEYORS & MAPPERS THE LAKE HOUSE Deelgn INCH ON oRlclruL DRAWING C "Partners For Results, . value By Design„ A B CITY OF OKEECHOBEE PROJECT No: 05-0260 Drawn By:? O ~ 1 oyle EyineeAng Company , Check 9y". MM ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, Fl 34972 UTILITIES PLAN SHEET GATE BY REVISIONS DIMENSIONS ACCORDINGLY (863) 763-8999 Fm: (863) 763-6692 BPR & FBP & PROF PRF-9 E License No: 959 www.lbfh.com ILE VIEW 108+00 2 2 21 DATUM ELEV 2.00 11( 5-101 So9~ S-1ne INV. EL IN V. EL . IN=22.20 P- .OUT=22.20 P-10 2 NV . ELEV IINVNV. . ELEVELEV. OUT= . IN=22 I. UT= UNAIL 30 P-101 INV. EL 0 P - 100 INV . NV. EL EL P-104 I LLEV=25.90 . IN=20.80 P-104 105 . I INN==2222.40 .40 PP--106 S. GI - - - - - - - - - - - - GRATE ELEV.= - - -INV_ ELEV..-OU 5.90 =22.40 P-105 - - S CR IN 30 UF P-1 0.00% 4 2 LF 0.00% 18" PVC P-105 18 PVC 29 LF 0.00% STA:110+00, GRATE ELEV-26. INV. ELEV. IN=1 INV. E IN= 0 .90 GRATE ELEV.= INV. ELEV. IN NV. ELEV. OU SUMP ELEV- 6.25 14.40 =14.30 4.30 STA:112+68.82, GRATE ELEV.=26.10 INV. ELEV. IN=15.20 18" PVC I NV. ELEV. OUT= SUMP ELEV-13. 3.90 0 INV. FI , (N1520 = INV. ELEV. OUT=14.9 SUMP ELEV,=14.89 41 98 LF 0 10" PVC 169 LF 0.30% 10" PVC . a' N inn HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' 113+( A T F I o~so Scab: 1' - 30' I I 4 d-k I 28 28 24 2C 16 DATUM ELEV 14.00 S-106 GRATE ELEV.=2 .90 INV. ELEV. IN=2 . 80 P-104 S-4 5-10 GRATE ELEV=25 80 INV. ELEV. IN= OUT INV ELEV 2.40 P-107 40 P-106 22 INV. ELEV. IN=2 INV. ELEV. IN=2 .40 P-105 .40 P-106 GRAT INV. ELEV-25.80 ELEV. OUT=22.30 P- 108 INV. . LEV. IN=22.30 P-10 . . . INV. E LEV. OUT=2 - 9 STA:115+04.7 , GRATE ELEV. 26.30 INV. ELEV. OU T= 1 40 - SUMP ELEV.= 5.39 - P-106 P-108 P-109 12 L 0 0 % 18" PV 29 LF 0.00% 21 LF STA:115+76 18" PVC 0.00% " , GRATE ELEV-26.1 0 16 PVC INV. ELEV. IN=15. 0 IN=15. 20 INV. ELEV. OUT=1 .90 STA: 18+71.55, ELEV-14.9 GRAT E ELEV.=26.20 INV. ELEV. IN=16.10 INV. ELEV. OUT=Ifi.00 E SUM ELEV-16.00 76 LF ~ 0.39% 10" PVC i LF 0.287 10" PVC 296 LF 10 a N 0 a N cD e N e N a N N a N a N a N 0 s a N N 24 20 16 DATUM ELEV 15.00 a S-125 GRATE E EV-27.00 INV. EL . OUT=19.30 P-126 S-126 GRATE LEV-25.50 -1 - - INV. EL -V. OUT=19.30 P-11 1 INV. EL INV EL . IN=22.30 P-109 IN=19 30 P-111 . INV. EL . . -_V. IN=22.30 P-112 STA:121+4 51, P-126 GRATE EL =26.60 96 LF INV. ELEV. =16.50 0.00% INV. ELEV UT=16.40 18• PVC SUMP ELEV =16.40 a n a n a a d a r7 r7 e N N N N N N N 120+00 121+00 122+00 123+00 115+00 116+00 117+00 118+00 119+00 HORIZONTAL SCALE: 1 "=30' HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' VERTICAL SCALE: 1 "=3' E 0~3I0~~80' Scala 1' - 31' O~i60 Sccle: 1'1' 30' Lq I - to f - W CD + m m ~I w o, = a W I U) s 0) 00 ow ~(n a i g S 5 S S-f--- -5 0~0(L O~+IZ OO+`zz1 ~E, L 00 +911 0 +111 00+814 0' a - o o o I o J m X0 O I I w a I I 'dAl) 11V130 N3d 30WDS I o - - - a3M3S 318f100 '1SN00 I fix/ m rY 1 µ c © 2007 tBFH Inc. 711812007 Date: e Scab: Design By nx~ rm Drawn By. Cneok Br DATE BY REVISIONS VERIFY SCALE CONSULTING CIVIL ENGINEERS, THE LAKE HOUSE PROJECT Ne: SURVEYORS MAPPERS 60 BAR IS EQUAL TO ONE "Partners For Results, CITY OF OKEECHOBEE 05-02 INCH ON ORIGINAL DRAWING INC. Value By Design' SHEET 01 A Boyle UTILITIES PLAN ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-8999 Fax: (863) 763-6692 & PROFILE VIEW PRF-10 DIMENSIONS ACCORDINGLY BPR & FBPE License cense No: 959 www.lbfh.com S-113 GRATE ELEV-25.90 INV. ELEV. IN=21.90 P-116 28 24 2( 16 DATUM ELEV 15.00 S-109 S-111 INV. ELEV. OUT=19 60 P-136 GRATE ELEV.= 5.90 S-118 GRATE ELEV.=25.80 GRATE E EV.=25.90 INV. ELEV. IN ELEV. OU INV 22.00 P-122 =21.90 P-116 GRATE ELEV-25.9 ELEV OUT=22 INV 40 P-118 INV. ELEV. OUT=22. P-113 INV. EL . IN=22.40 P-114 . . . S-110 S-112 S-117 STA:13 1+04.33, -GRATE ELEV-25 80 GRATE E 90 EV-25 GRATE ELEV-25.90 GRATE ELEV.=26.50 . 3 ELEV IN=22 NV P-1 1 3 INV EL . 40 P-114 OUT=22 INV. ELEV. IN=22.40 P-118 INV. E EV. OUT=18.70 . . . INV. ELEV. OUT=22. 0 P- 12 _ 1 . - . . INV. ELEV. OUT=19. 0 P-117 ______SUMP ELEV_18.69 P-114 P-116 P-118 P-112 125 LF 0 % 18" PVC P- 113 29 LF 29 LF 20 LF 21 LF 0.00% 0.00% 0. 0% STA: 128+ 25.68, 18" PVC 24" PVC 18" PVC 18" PVC GRATE ELEV-26. 10 . INV. ELEV. IN=1 .90 P-117 149 L 0.00% 18" PVC STA:125+35.13 NV. ELEV. N=11 60 GRATE ELEV.=26.2 INV. ELEV. OUT= . 0 INV. ELEV. IN=16.9 SUMP ELEV-17. O 10" VC INV. ELEV. OUT=16 80 279 0.29% SUMP ELEV-16.80 0.31 % 291 LF 0.39% lo" PVC a N ~ ry a a N a N ° a N n a N 125+00 126+00 121+UU 11-1 HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' I 00 s i a © 2007 LBRI Inc. ems. Scale: 1' - 30' Date: 7/18/2D D7 SCALE CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS THE LAKE HOUSE PROJECT No: 05-0260 a BAR IS EQUAL TO ONE Partners For Results CITY OF OKEECHOBEE scale. INCH ON ORIGINAL DRAWING , IN(. Valve By Desigr:' SHEET Des9n 9/ RE D'- B, p A 9o0e Engineering mpa~y UTILITIES PLAN R F ~ . _ Check ey MM ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-69999 99 Fax: (863) 763-6692 & PROFILE NEW . - F DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com DATE BY REVISIONS S-88 GRATE ELEV-25.90 S-122 28 1111 F P' N-19.60 P 136 - GRATE ELEV -25 2 2 DATUM ELEV IS 00 INV. ELEV. OUT=1 .70 INV. EV. OUT=18.30 140+00 141+00 142+00 143+00 HORIZONTAL SCALE: 1 "=30' VERTICAL SCALE: 1 "=3' an- now 0 30, '0. _ Scale: V 30' I cc 1 ~ l rA - - - o \ S/i 5 0+LI7[ OO+Zb4 OO+IEbI 00 C) F 4 ' I ~ I t ~ 0 1 E a © 2007 LBFH Inc. VERIFY SCALE CONSULTING CIVIL ENGINEERS, Date: 71181"7 BAR IS EQUAL TO N SURVEYORS k MAPPERS Scale a O E INCH ON ORIGINAL DRAWING "Partners For Results, Dee qn e7 MM INC. Value By Design' A Bo le En ineerin C Drawn By RR O 1 y g g ompany Check By-- Mm ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, FI 34972 (863 863) 763 763 DATE BY REVISIONS DIMENSIONS ACCORDINGLY ) -8999 Fax: ( -6692 BPR k FBPE License No: 959 www.lbth.com INV. ELEV. =22.40 P-68 GRATE ELEV.=25. 0 = INV. ELEV. =22.40 P-89 INV. ELEV. IN=2 .00 P-722 INV. ELEV. I =1~ INV. ELEV. UT=2240 P-90 INV. ELEV. OUT= 1.90 P-116 INV. ELEV. UT= 5-90 GRATE EL =25 90 GRAT ELEV.=25.90 5-121 INV ELEV . OUT=22 40 P-89 INV. LEV. IN=27.90 P-1 6 GRATE ELEV.- 7,C . . . INV. LEV. IN= 19.70 P-1 7 INV. ELEV. 0 =1 T=-19.6 P_- T 30 LF 0.009 P-122 127 L P-13fi 211 LF 0.00% 24" PVC 98 LF 0,31 10" PVC STA~142+33.27, 133 F p,30% 1 RVC GRATE ELEV.=26 10 INV. ELEV. IN=1 .90 S1A:140+00, 0.00 LT. INV. ELEV. IN=1 90 GRATE ELEV.=26.1 0 STA:1 1+D0, INV. ELEV. OUT 17.E INV. ELEV. IN=18. 0 GRATE ELEV.=26.35 SUMP ELEV.=17. 0 SUMP ELEV.=18.6 n e w N ~ N SUMP N a rv ELEV.=18.30 f < a a ~ N m N a a rv THE LAKE HOUSE PROJECT Na: CITY. OF OKEECHOBEE 05-0260. UTILITIES PLAN SHEET & PROFILE VIEW PRF-12 LANDSCAPE BUFFER 10.0' 10.0' w w a. K 1~ Q 1 3 MIN. 3 MIN. ELEV. (SEE PLANS) SECTION A 20' DRAINAGE EASEMENT SCALE: N.T.S. 5.0' 11.0' 12.0' SLOPE VARIES FFE 30.0' 29.5' TOP OF BANK 29.4' 1 ` 4 MIN SECTION E SCALE: N.T.S. 25.0' PRIMARY BUFFER NATURAL GROUND r, 40.0' 5.0' 5.0' 4 4 \ 1 1 / MIN. (SEE PLAN)-/ SECTION SPREADER SWALE SCALE: N.T.S. 20.0' 12.0' MIN. 25.5' cjC.W:E............ 1~ 0 4 MIN ? s 0 tI~ a 4 MIN 20.0' 20.0' 5.0' 1 5.0' TOP OF BANK 100,100' MAX. MIN. BOUNDARY ~ELfl. PER PUN SLOPE VARIES Q 1 PER PUN 3 MIN. 3 MIN. ELEV. (SEE PUNS) SECTION G SCALE: N.T.S. 40.0' VARIES 20.0' z 0 GO .sue 4 MIN, ttw oz a SLOPE VARIES G. PER PLAN TO BE DIRECTED TOWARDS ELEV. (SEE PLANS) YARD DRAINS ROADWAY FACING YARD SECTION C SCALE: N.T.S. 10.0' 10.0' w 0 o: a 1~ ~1 6 ELEV. (SEE PLANS) SECTION F SCALE: N.T.S. PRIMARY BUFFER TRANSITION TO NATURAL GROUND OVER 25' 1/4'R (TYPO1/4'R 1/2' L p' 16. 1/2' Pre molded 3/16' Saw Cut Joint Eepansio Joint Maybe Substituted Maledal B(PANSION JOINTS CONTRAC190N JOINTS Voris. (See plan) 3000p.i Class I Cancre 6' Sloe Sea lan~ ' I ~Stabillm Subgrade to a e Minimum FBV of 50 P.S.I. Compacted to 95% of T-180 TYPICAL SECTION OF 6" THICK CONCRETE SIDEWALK 9 SCALE: N.T.S. NOTES: 1. All materials and construction shall be in accordance with FOOT Specification. Section. 345 & 350. 2. All testing shall be in accordance with FDOT Specifications Section 345-8 for 28 day compressive strength 3000 psi concrete. 3. Provide expansion joints 20' center to center, at PC & PT of curves, junctions of existing & new sidewalks, and where sidewalk abuts curbs, driveway. & similar structures. 4. Provide contraction joints 5' center to center. 5. Sad shall be placed below edge of sidewalk to allow drainage. CONCRETE SIDEWALK SECTIONS SCALE: N.T.S. 2007 LBFH Inc. 22.5' NOTES, 1) EXOTIC/NUISANCE VEGETATION WILL BE REMOVED FROM THE MITIGATION AREA AND DISPOSED OF OFF SITE. 2) THE MITIGATION CELL WILL BE SCRAPED DOWN WITH ORGANIC MATERIALS STOCKPILED SEPARATELY FOR PLACEMENT IN MITIGATION CELL UPON COMPLETION OF SCRAPEDOWN. 3) PUNTING ZONES 2 AND 3 SHOULD BE OVER EXCAVATED BY 6-INCHES AND THEN BACKFILLED TO EL 21.5 AND 22.5 RESPECTIVELY WITH THE STOCKPILED ORAGNANIC MATERIAL. 4) BUFFER PLANTED WITH SLASH PINE (7 GAL.) 20' ON CENTER, CORDGRASS (LINER) 3' ON CENTER, PINELAND THREEAWN (LINER), 3' ON CENTER, AND SAW PALMETTO (1 GAL.) 3' ON CENTER. 5) VEGETATION WILL BE PLANTED RANDOMLY WITHIN THE DESIGNATED ZONES TO MIMIC A NATURAL HABITAT. " CONSTRUCTION NOTES PROVIDED BY: ECOLOGICAL CONSULTING OF FLORIDA SECTION I WETLAND VERTICAL RELOCATION SCALE: N.T.S. MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 1 1/J" MAXIMUM., SAWCUT BACK OF INCLUDING FRICTION COURSE. DRNEWAY TRAFFIC STRIPE EXISTING PAVEMENT PROPOSED 6" COMPACTED LIMEROCK BASE COURSE (98% OF MAXIMUM) EXISTING BASE PROPOSED 8" STABILIZED SUBGRADE (FBV = 75) COMPACTED TO 98% OF MAXIMUM DENSITY PER T-180 (TYP) SAW CUT DETAIL SCALE: N.T.S. 25.0' 111=III=111, STOP SIGN LOCATION DETAIL SCALE: NTS NATURAL DRIVEWAY APPROACH GROUND \ SLOPE To MITCH DRIVEWAY OR SIDEWALK TYPE YI HIGH EARLY CEMENT WITH DIHER 6x6 10/10 WIRE MESH OR FIBERMESH CONCRETE 10' 12' 15' 18' 24 A 10 12" 1 15' 1 18' 24 B 20' 4 1 12 ft- 4 C NA 7'MINS MM B'MRI B'MR! D 8' N/A NA NA NA E N A 8' MIN 8' NIN 8' NIN 8' MIN 1) 24 STANDARD, 120' MAX 2777 30' STANDARD, 120' MAX 3 34' STANDARD, 120' MAX 4 48' STANDARD: 120' MAX HDPE DRAINAGE BASIN NOT TO SCALE VERIFY SCALE CONSULTING CIVIL ENGINEERS, Date; 11/30/2006 BAR IS EQUAL TO ONE ~ SURVEYORS & MAPPERS Scale: 1 INCH ON ORIGINAL DRAWING "Partners For Results, By: MM Design A Boyte Engineering (Company Valve By Design" By. ? Drawn 0 ~ 1 b F Check By MM ADJUST ALL SCALED ee, 421 N.W. 3rd Street, Okeecho l 34972 (863) 763-8999 Fax: (863) 763-6692 DATE BY REVISIONS DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com .5' 21.5' TRANSITION TO NATURAL-/ GROUND OVER 25' VARIES 20.0' 12.0' MIN. !.0 MAX. 4 MIN 1 ELEV., FER P(AN.-\ . yC.W,E . 4 MAX ` Q1 0 SECTION D TYPICAL LAKE SECTION SCALE: N.T.S. EDGE OF EDGE OF PAVEMENT PAVEMENT STOP z a 24" ' 24" AM N J 2'MAX F< 24" MITE STOP BAR I L 6- MIN C) 12 MAX z 1/4 ' PREMOLDED EXPANSION JOINT TYPE 'A' CURB & 'R 1 6- 1 8- RBERMESH CONCRETE (1500 P.3.1. TYPE III HIGH EARLY CEMENT) STABILIZED SUBGRADE 1/4 •R- /B 1/4 'R /2 T I 1/2 ' - -LA \-Z/2 - PR EXPANSIO TYPE 'B' TYPE 'C' CONCRETE DRIVEWAY CURB WITH JOINT DETAILS SCALE: NTS (auaKE wJR9: r r~. r MATER SURFACE COURSE: 1.5" S-III ASPHALT WITHIN PASSENGER CAR AISLES AND PARKING AREA BASE 6' COMPACTED UNFROCK OR COQUINA BASE WITHIN PASSENGER CAR AISLES AND PARKING AREA (DENSITY SAME AS SUBGRADE) SUBGRADE: 12' STABILIZED SUBGRADE (FBJ 75) DENSITY SHALL BE 98% OF MAXIMUM AS DETERMINED BY AASHTO T-180 METHOD TPPTCAT. ASPBATT PAVEMENT SPCTION NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. THE LAKE HOUSE LBFH PROJECT No: CITY OF OKEECHOBEE 05-0260 PAVING, GRADING, SHEET & DRAINAGE DETAILS D-1 75.0' 1.3' 9' 12.9.8' 2.0' 6.I6 6.9' 2.U' B'8' TRAVEL LANE PARK S.OY, 52' (LAPETRAVEL UNE MfI "MI 150-1 PAR fai4l)S0 G KIN 2R % 2z 2% 2R VALLEY GUTTER OYP.; TYPE "A° CURB (TYP.) SECTION J ROADWAY W/ MEDIAN & PARKING SCALE: N.T.S. 30.0' w w w 3 z 5.0' TNE TRAVEL LANE 3 o SIDEWA j 2.0' ;2% 0 O 2% 2% a Y GUTTER OYP.) VALLE SECTIO I L - TWO LANE ROADWAY W/ VALLEY CURB SCALE: N.T.S. 1 -1 E. MODIFIED TYPE "E° CURB (TYP.)~ VALLEY GUTTER (IYP.)J/ SECTION 0 - TWO LANE ROADWAY SCALE: N.T.S. 1.3' 9.6' 2.0' 6.9 5.0' TRAVEL UNE PARKING SIDEWALK o 2% _ VALLEY GUTTER (TYP.) TYPE •A" CURB (TYP.) S C ION o - n_NE LANE ROADWAYW/ KI G 0 SIDE) SCALE: N. .S. 1.3' 2% 75.0' 2 0' 98' i ! 12.0' 9.8 13 _ TRAVEL. UNE UNDSCAPED MED. TRAVEL I 2% 2% 13.4' 1 5.0' 2% \-TYPE •A" CURB (TYP.) MODIFIED TYPE - "E° CURB (TYP.) SECTION K - ROADWAY W/ MEDIAN SCALE: N.T.S. 50.0' 1.3' J' 2.0' 9.6' 9~TRAEL 6' 2.0' 6.9 5A' PARKING SIDEWALK LK PARKING TRAVEL UNE LANE 2% 2% TYPE "A" CURB (TYP.) VALLEY GUTTER (TYP.) _ SECTION M - TWO LANE ROADWAY W/ VALLEY CURB & PARKING SCALE: N.T.S. 44.0' ~ 3.4' S.0' 8.3' 2.0' 1RAVEL6UNE 2.0' SIDEWALK ° 2x 2x z \-MODIFIED TYPE •E" CURB (TYP.) SECTIONS ONE LANE ROADWAY SCALE: N.T.S. `-MODIFIED TYPE "E" CURB (TYP.) SECTION P - TWO LANE ROADWAY W/ TYPE E MODIFIED CURB SCALE: N.T.S. w w J0.0' 3.4' 2.0' 96' 9.6' 2.0' 3.4' . 3 3i TRAVEL A TRAVEL UNE ci a 2% zz \-MODIFIED TYPE VALLEY GUTTER (TYP.)- •E" CURB OYP.) SECTION T - TWO LANE ROADWAY SCALE: N.T.S. 5.0' 2.0' 9.6' 9.6' 2.0' 7.4' SIDEWALK PARKING TRAVEL LANE TRAVEL LANE 2X 2% 2% 2% \ ) MODIFIED TYPE TYP R _ -TYPE `TYPE •A" . ( GUTTE "E• CURB (TYP.) CURB (TYP ) SECTION N _ TWO LANE ROADWAY W/ VALLEY CURB & PARKING (ONE SIDE) SCALE: N. 1.S. 1.3' i 9.6' 2.0' 13.3' TRAVEL UNE 3 2x TYPE "A• GUTTER CURB (1YPJ (TYP) SECTION 0 - ONE LANE ROADWAY SCALE: N.T.S. 30.0' w z 2.0' 9.6' 9.6' 2.0. z 7 TRAVEL UNE TRAVEL LANE 6 2% 2% n `-MODIFIED TYPE •E" CURB (TYP.) ROADWAY SECTION U - TWO LANE W/ TYPE E MODIFIED CURB SCALE: N.T.S. 50.0' 34.7 34.7' 3.4' ; 2.0' 9.6' 9.6' 2.0' TRAVEL LANE TRAVEL UNE 6.9' 3 PARKIN G q z 2 0 . 6 0 6 7 2x 2X tr rc 2% 2% 2% z ; n . $ ~ - 1. J TYPE °A"J VALLEY GUTTER (TYP.) VALLEY GUTTER (TYP.) (T4P.) CURB m VALLEY GUTTER ) SECTION V - CUL-DE-SAC SECTION W TWO LANE ROADWAY W/ VALLEY CURB & ING PARK SCALE: N.T.S. SCALE: N.T.S. 50.0' i 65.0' Z ' & m w 50.0' 1.3' 7 2.0' 9.2.0' i TRAVEL UNE TRAVEL LANE 1.3' 6 9, 20 q 61 9,6 2.0 5.B' 1.3 5.0' 3 ALK o ° z 1.3' 5' 2.0' 6.9' q 3i 3 rc ; , 5.0 - SIDEWALK PARKING PARKING TRAVEL UNE TRAVEL UNE SIDEW a 3 6.9' 2.U' ARKING , 6 9'6 TRAVEL LANE PARKING L LANE TRAVE d 2R o 2% r 2% % x 2% 2% 2% MODIFIED TYPE •E• CURB (TYP.) \ T1PE cuRe (TYP.) ` (GYP.) VALLEY SECTION Y - TWO LANE ROADWAY FW1 TYPE E MODIFI DF CURB rvPE A CURB (Tm.) SECTION Z TWO L VALLEY GUTTER (YP.)J ANE ROADWAY W/ VALLEY CURB PARKING - TWO ' ANE R / V OADWAY W/ VALLEY CURB & PARKING SCALE: N.T.S. SCALE: N.T.S. SECTION n SCALE: N.T.S. 65.0' _ w 7' 7 7 5.0' 8'21 2.0' 9.6' 9TRAVEL.6' UNE 2 U' 8 .2' 5.0' SIDEWALK 7 .7' 3 o . 3 SIDEWALK TRAVEL LANE rc ?x CALL 48 HOURS BEFORE 2% 2% YOU DIG IN FLORIDA r 1-800-432-4770 N - - IT'S THE IAWI INE STATE ONE CALL SUNSH I - MODIFIED TYPE "E" CURB (IYP.) OF FLORIDA, INC. o rno0 , .~e.nlrlrn SECTION - TWO LANE ROADWAY W ITr IR22 iL r----1 SCALE. THE LAKE HOUSE LBFP PROJECT No: ©2DD7 BFN In . 2DO6 30 le: 11 D VERIFY SCALE IS EQUAL TO ONE N CONSULTING CIVIL ENGINEERS, SURVEYORS & TRAPPERS "partners For Results, CITY OF OKEECHOBEE 05-0260 SHEET a Scale: gAR INCH ON ORIGINAL DRAWING i-ring INC. Compam V¢tve By Design' PAVING, GRADING, 11-2 Desin By uM O - 1 421 N.W. 3rd Street, Okeechobee, Fl 34972 & DRAINAGE DETAILS Drawn By cw ALL SCALED S ACCORDINGLY (863) 763-8999 BP R & FBPE License Fox: (863) 763-6692 No: 959 www.lbfh.com DATE BY REVISION. f DRAINAGE STRUMTRE TABLE M RIM BOTTOM G RATE/ TOP TYPEUS ' STRUCTURE NORTH SOUTH EAST WEST ELEVATION E LEVATION FOUNDARYk URE JCI STATION OFFSET INVERT INVERT INVERT INVERT (NGVD) (NGVD) it TYPE 263 161 5120-CRATFk 6167 71 TYPE"J" 72+937 R148 - 19,6 186 265 19 1 5105-(RATFk 6148 72 TYPE"J" 73+045 L109 19.6 21.5 80 263 . 18 1 SI20-(RATE16161 73 TYPE"1" 72+65.8 R14.7 20.1 - 223 18.6 26.4 . 224 5105 - (RAT'Fk 6148 74 ME. ill 71+057 L 10 6 229 - 4 26 218 5120-GRATFIl 6167 75 TYPE "1" 71+05.5 810,4 - 219 229 223 . 4 26 4 22 6610-(RAT'F#6210 76 ME C' 70+34.9 R70.3 - - 22.9 22.9 . 8 26 . 224 SI20-(itA7Tk 6167 77 TYPE "P 68+23.2 R14.5 232 23-2 22.9 . 7 26 227 5120-(RAT'Fk 6167 78 TYPE"]" 68+22.4 L105 - - - 7,72 . 266 195 5120-(RAT'F#6167 79 TYPE 1" 75+30.2 L148.7 216 - 200 263 22.3 5120-(3137-Fk 6167 80 TYPE"1' 81+38.1 810.3 - - 228 - 263 203 5120-CRATEk 6167 81 TYPE"1" 814+3>i4 1-110 - - 208 228 26 3 223 5120-(RATFt16167 82 TYPE"J" 84+312 R10.6 - _ 223 . 26 3 203 5120-(RATFLF 6167 83 TYPE "J. 84+313 L10.0 - - 20.8 226 . 220 17.5 6610-(RATTIk6210 Al CS-2 TYPE"C 69149.1 L 743.6 - - 18.0 244 173 3110-(RATIYl 5665 85 TYPE" 1" 691497 .9 1-765 - 73.0 - 180 _ 24 0 192 3110-(RAT'Fk 5665 86 TYPE ^F 691476 L9114 20,0 . ~ I 219 5103-QRA7'F7Y 6148 - 87 TYPE "1" 961715 R14.8 - _ ~4 22 4 , 89 19.1 SIDS-(RA1T3t 6148 88 TYPE "1" 140+13.0 L14.0 224 196 224 . 259 219 5105 - CRATER 6148 89 TYPE"] 96+148 L 10.5 - 224 22A 259 21.9 5120-(RATE16167 90 'ME J" 140+16.7 814.9 - _ 22.4 2 26 5 19 5105 - (RATE# 6148 91 'ME 1" 94+06.7 LI10 20.0 - 224 22.3 . 8 25 . 8 21 5120-(RATFLk 6167 92 TYPE 'Y 93+19.4 R14.9 - - 22.3 . 25 8 . 8 21 51 9 3 TYPE "T' 93+104 L10.8 - 223 223 223 . 8 25 , 21.8 5120-(RATFk 6167 94 TypE"7^ 93+00.2 R 14-6 22.3 223 - 25 8 213 5120-(iRATFlk blfi7 95 TYPE j" 92+06.5 R14.6 218 22.3 ~3 , 88 21.8 5120-(RA7P1k 6167 y6 T}Rg^7" 91+873 8144 - . 223 8 25 21 3 5105 - C#RAT'Fit 6148 97 TYPE "J" 91+98.0 L 103 - 21,8 22.3 22.2 . 260 . 5 19 5105-(RAT'F}t 6148 98 TYPE"F 91+34.5 L106 20.0 - 22.2 222 7 25 . 203 5120-CdtATFJt 6167 99 TYPE'1" 110+194 L15.4 223 20,8 222 22.2 . 8 25 21.8 5105-CRATF1k 6148 100 'ME T' 88+77.6 1-104 - 223 - . 7 25 217 5105-(RATE#6148 101 TYPE"J" 110+11-5 814.2 - - 221 222 . 266 217 5120-(RATE#6167 IA L SECIt4N-B=A SECTION EI-El CONTROL STRUCTURE #2 ApDIFlEO FOOT 11PE C 1NtEf NOT TO Sl pW1Ale SaxItME TA EU1NM1 OJ1N FAef Y[51 LL N T N . H-T E . ' i1PE NfRTx : YIxJE1Ud I SiATM a1fYi INYFRI N4fai NwM N1FRT ~ ) ac x/x x/A x/A as sae . xn. sas a+ xo C cs-i ~ a-s iwE'C eexw.i Eiue xM x/A as.o x/x. ai.s x.o s¢r. us n.o ao 102 TYPE "F 87+68.6 R10.3 - 22.2 - 259 219 5105 - GRATE# 6148 103 TYPE "1" 115+61.1 L13.1 - 224 _ 9 25 21.9 5120-(RATF#6167 104 1 YPE"1" 115+60.9 R 14.5 - - 22.4 - . 25 9 188 5120 - GRATEt 6167 LOS T1PE^F 115+90.5 814.2 224 193 - 22.4 . 89 203 5120-(RATFk 6167 106 TSPE'J" 115+90.4 L 14 9 20.8 22.4 224 8 25 21,8 5105-(RATE461-48 107 ME 1" 118+229 1-10.3 - 223 22.3 . 26 6 8 18 5120-(RATFLk 6167 108 TYPE"J" 121+331 Lot 223 19.3 22.3 22.7 . 25.8 . 218 A 5105-(8371316148 1 109 TYPE"F 18+83.5 R10.1 223 8 25 218 5105-(RATP/I 6148 L 110 TYPE"1" 115+83.6 1-10.1 - 223 223 . 25 g 21-9 5120-QRATFk 6167 111 TYPE"J" 128+10.9 874,4 224 - 224 _ - - 259 219 5120 - GRATE# 6167 112 ME-J- 128+10.9 1-14.3 - 22A 239 191 51 1W 6167 113 TYPE"1" 128+40.3 L14.3 19.6 219 197 - 9 8 214 5120 - (RATEN 6167 114 ME.. ill 128+q0.4 8143 219 21-0 4 22. , 237 189 311- (RATPJ 5665 EP 665 1 1 115 TYPE" J" 129+65.8 L183.4 19.7 194 214 18.9 -qtA TEP 210 116 TYPE"C" 129+665 L269 19.4 259 19 2 N 5120-(RATE 117 TYPE J" 129+89.4 L 10 3 - 22,4 - 197 25. 9 . 219 5165 - (RATF/16148 118 TYPE "I" 124+89.7 8104 224 - 23.5 270 13.0 PVC-TYP 119 18"-YARD DRAIN 131+10.0 R 123.4 - 5 27 0 23,0 PVC - T1P 120 IS"-YARDDRAIN 129+86.6 8123.8 - 5 . 27 0 188 PVC-TYP 121 18"-YARDDRAIN 129+096 R1233 - - 85 19.3 . 255 18 8 5120-(RA7E!l6167 122 TypE"J" 143+74.0 1-10.5 220 193 22D 25 5 . 8 18 5120-(RATE#6161 123 TYPE"J" 143+739 8106 - - 7,7,0 19.3 . 27 0 . 188 PVC773E I?A A;DRAIN 127+434 81229 - - 193 - . 0 27 8 18 PVC-T'YP 125 t8"-YARDDRAIN 125+641 R123.2 - - 19.3 . 25 5 . 8 18 5120-C4RATEt 6167 126 TYPE"J" 122+88.0 L103 193 - 19.3 220 - 25 5 . 18 8 5120-(RATFLt 6167 127 TYPE"]" 121+88.1 8107 - 22.0 193 . 220 . 188 PVC''f1P 128 18"-YARDDRATN 116+85.7 R123-1 - - 193 5 8 8 18 5120-CRAT6167 129 TYPE"J^ 114+04.7 L14.5 19,3 19.3 220 . 25 5 . 18 8 SI20-(HRATP# 6167 130 TYPE'7" 114+04.5 R149 - - 22.0 19.3 . 27 0 . 188 PVC-TTP 131 18"-YARD IN 115+371 R1232 - _ 19.3 - . 266 193 5120-(RATER 6161 132 TYPE"J" 73+04.1 1-1703 215 - 20.0 - Il Located south of Stiuctuiek 107 Ixx Located west ofSWctuio H 127 iY ac~lTwl CO ROL STRUC TUR #1 HoOIFIEDN1 W ~c INLET CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. G CIVIL ENGINEERS THE LAKE HOUSE LeFH PNOJE61 ne• 05-0260 ©2007 BHIna VERIFY SCALE 11 302006 , CONSULTIN SURVEYORS MAPPERS SURVEYORS For Results, CITY OF OKEECHOBEE SHEET EE Dote: BAR IS EQUAL TO ONE Value By Design!' INC PAVING, GRADING, D Scala: INCH ON ORIGINAL DRAWING . Engines io Company Boyle e & DRAINAGE DETAILS Design ar RR AR 0 - 1 421 N.W. 3rd Street, Okeechobee, Fl 34972 D n Drawn By; ADJUST ALL SCALED Check BY---MM- DATE DIMENSIONS ACCORDINGLY BY REVISIONS (863) 763-8999 F= (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.conn _ - - - - - - - M -----j D7 ~ I ELAN NEW w.n axu a our xooa us wso a wNwxa Eau s' I sES s>aF L. 1' ~ y saxr o-i L 1 y C I L. Ve ma .4 . xv a uo* ' I ck I 1: PLAN Moix auA x un xm¢ rUS xEe lA IPPROA6 EWIL DRAINAGE PIPE TABLE DRAINAGE PIPE TABLE PIPE # TYPE PIPE SIZE LENGTH 4:1 MITERED DRAINAGE PIPE TABLE (INCHES) (FEEF) END SECTION PIPE # TYPE PIPE SIZE LENGTH 4:1 MITERED 5 5 PVC (INCHES) (FEET) ENDSECI'ION PIPE # TYPE PIPE SIZE LENGTH 4:1 MITERm I S 113 61 PVC (INCHES) (FEEF) END SECTION PVC IS 87 2 18 - 15 PVC - 18 62 PVC 18 3 2 8 VC 166 63 PV C 24 24 116 PVC 24 3 1 10 PVC 18 144 64 PVC 36 - 117 PVC 18 151 ]8 53 65 PVC 36 32 _ 23 118 PVC 18 - ] 8 152 66 28 119 PVC 18 12 PVC 8 PV C 18 132 1 - 13 PVC 32 67 PVC 18 36 _ 8 120 PVC 18 81 14 PVC 18 31 68 PVC 18 96 _ 121 PVC 18 77 - IS PVC 18 24 69 PVC 18 96 2 122 PVC 18 PVC 18 31 31 70 30 52 23 123 PVC 18 - 17 PVC 18 170 - 71 PVC 30 _ 124 RCP 24 A1 2 19 18 21 72 PVC 24 l25 ]8 PVC - PVC 18 114 73 129 - 126 PVC 23 18 20 PVC 18 121 PVC 18 23 ~ - 127 21 VC 18 74 PVC 98 PVC IS 23 22 PVC 121 75 PVC 8 - 128 RCP 24 62 2 23 PVC 18 26 76 PVC 18 32 1 129 PVC 18 24 PVC 18 26 _ 77 PVC 18 97 130 PVC 18 25 PV C 18 1 78 PVC 36 23 62 131 RCP 24 62 2 18 144 - 79 138 - 132 PVC 18 26 PVC 24 32 PVC 36 160 _ 32 133 27 VC 18 80 PVC 36 1 PVC 18 28 28 P 31 81 PVC 1 8 42 23 134 PVC 18 124 29 18 31 82 PVC 18 - 135 PVC 24 156 PVC 18 1 83 42 136 PVC 24 30 PV C 18 2 PVC 1 8 23 212 31 PVC 3 M PVC 18 137 PVC 18 114 _ 32 PVC 18 31 - 85 PVC 24 39 1 138 PVC 36 137 1 18 _ 33 PVC 18 126 86 PVC 24 149 34 PVC 24 87 PVC 24 149 35 PVC 24 32 - 88 PVC 18 45 _ 36 PVC PVC 18 31 31 _ 89 P~ 18 32 _ j 37 PVC 18 41 90 PVC 24 32 _ Heavy Duty Reinforcing 38 PVC 18 91 PVC 24 205 Doume Stitched Hem T 39 PVC ]g 136 92 PV( 30 147 _ ] Draw Card 40 PVC 18 32 93 PVC 18 95 _ 41 PVC 18 26 - 94 PVC 18 42 PVC 24 121 95 PVC 18 30 43 PVC 24 121 96 PVC 18 22 44 PVC l8 123 97 PVC 24 28 45 PVC 18 149 4 32 _ 98 PVC 24 62 Polypropylene Filter Fabric 46 PVC 18 3 1 _ 99 PVC 36 148 I Rigid oak stakes I 47 48 PVC 18 122 100 101 PVC PVC 24 44 - _1~ PVC 18 152 18 33 _ i 49 PVC 24 _ 102 PVC 18 33 E 50 PVC 18 2 - 103 PVC 18 97 ~I 9 51 PVC 18 8 104 PVC 18 228 52 PVC 24 30 ]Q$ PVC 18 32 Recommended Toe-in NO TES D a 53 p`7(•' 18 31 141 lD6 PVC 18 31 - 1. Silt Fence shall he installed per manufactures specificati co 4 VC 107 PVC $ 2 ons nstrprier to the start of construction and shall not be removed u until construction is complete. until 2 Th 18 32 108 PVC . e Contractor shall inspect and repair the silt fence after each rain event and remove sediment when necessar 55 PVC 16,9 1$ 23 y. 3. Removed sediment shall be de osited i 56 PVC 109 PVC 1$ 126 p n an area that will not contribute sediment offsite and can be permanently stabilized. 57 30 161 110 PVC 18 4. The silt fence shall be placed on slope contour to maximize its ondln F q efficiency. 58 PVC 24 132 111 PVC 18 130 5. If ditch level is deeper than 30", then a Floating Silt Screen shall b PVC 161 157 e used, 59 PVC 18 27 112 PVC 18 126 SILT FENCE DETAIL 60 a 02007 lBFH Ina PVC IS 82 113 114 PVC 18 ?3 - SCALE: N.T.S. t ALL OF i E FLORIDANTRENCH SHALLSAFETYCOMPLY ACTITANDHTHEEOCCII AHONAUST SAFETY AND HEALTH ASSOCIATION FINISH GRADE SLOPE SIDES AS NECESSA PLACE A COMPACT (PER SPECIFICATIONS) u INITIAL j - W BACKFl LL ` u HAUNCHING SPRINGLINEw 12" 374` ROCK PIPE BEDDING FOUNDATION BOTTOM WIDTH NOTES: PIPE O.D. t 24" MAX 1. ALL TRENCHING SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. FOUNDATION, A FOUNDATION MAY BE REQUIRED IN POOR SOIL CONDITIONS. 3. BEDDING; BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE AND ADJUST FOR PIPE BELLS. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. MATERIAL SHALL BE PLACED IN 4" TO 6" LIFTS, LIGHTLY COMPACTED, UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. 4. HAUNCHING; HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 5, INITIAL BA KFI INITIAL RACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF THE PIPE. THE SOIL SHALL BE CONSOLIDATED BY HAND TAMPING. 6. E166L BACKFILL-FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED. MATERIAL UNDER ROADWAYS MAY REQUIRE SPECIAL COMPACTION AND DENSITY TESTS. 7. DENSITY: TWO (2) DENSITY TESTS SHALL BE TAKEN FOR EACH 12" OF TRENCH BACKFILL AND EACH 6" LIFT OF BASE ROCK OR AS DIRECTED BY THE ENGINEER. THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LAYERS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180. TYPICAL TRENCHING & BACKFILIIING SCALE: N.T.S. Slake-out Reference Per Summary of Drainage Structures Sheet PLAN VIEW Elevation Pipe Per Plan Ditch Grade SECTION an-" EX 79 p• 770 WTI 'FRED FNn eECTI0N4 SCALE: N.T.S. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432 ` PVC 18 31 _ 4770 - IT'S THE LAW! SUNSHINE STATE ONE CALL Date: ++LL 30 2006 - Scale: 2 VERIFY SCALE BAR IS EQUAL TO ONE INCH ON CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS OF FLORIDA, INC. Design By: uM RR D ORIGINAL DRAWING "Partners For Results, N THE LAKE HOUSE DATE rawn By; Cheek By. MM 0 - I ADJUST ALL S A Boyle Engineering Co mpury Value By Design-, CITY OF OKEECHOBEE UBFH No: 05- PROJECT 0260 BY REVISIONS CALED DIMENSIONS ACCORDINGLY 421 N.W. 3rd Street, Okeechobee, FI 34972 (863) 763-8999 - Fax: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com PAVING, GRADING, & DRAINAGE DETAILS EET SHEET D-4 2'-D" Type 1 Concrete (See Specifications) PAVEMENT 1/4" 2" 3/4' R I 1 ,1/2" R SIDEWALK MODIFIED "E" CURB 2.0' TRUNCATED DOME-.L`2 TRANSITION AREA MODIFIED "E" CURB 2.5' MIN. - 5.0' MAX. SIDEWALK MODIFIED "E" CURB TRANSITION SCALE: N.T.S. °~ea 30, Scale: I- . 30' II cn 0 (n it ~ ;o I ' SECTION VIEW NOTES; 1. Saw cut contraction joints on 10' centers max. within 48 hours after pouring curb. 2. All materials and construction shall be in accordance with FOOT Specifications Section 520 and FOOT Roadway & Traffic Design Standards index number 300. 2'-0" VALLEY GUTTER SCALE: N.T.S. 4 ,R I 7z"Std. Min. 2 Type 1 Concrete NOTES: (See Specifications) 1. Saw cut contraction joints on 10' centers max. within 48 hours after pouring curb. 2. All materials and construction shall be in accordance with FOOT Specifications Section 520 and FOOT Roadway & Traffic Design Standards index number 300. MODIFIED TYPE "E" CURB SCALE: N.T.S. 16" e R 9, 7" Type 1 Concrete NOTES (See Specifications) : 1. Saw cut contraction joints on 10' centers max, within 48 hours after pouring curb. 2. All materials and construction shall be in accordance with FOOT Specifications Section 520 and FOOT Roadway & Traffic Design Standards index number 300. TYPE "A" CURB SCALE: N.T.S. TYPE "A" CURB orisTerei MODIFIED "E" CURB LVALLEY CURB TRANSITION POINT TYPE "A" CURB 3-WAY CURB TRANSITION SCALE: N.T.S. SIDEWALK VALLEY CURB (WHERE APPLICABLE) TRANSITION AREA 2.5' MIN. - 5.0' MAX. 2.0' TRUNCATED DOME MODIFIED "E" CURB VALLEY CURB TO MODIFIED "E" CURB TRANSITION SCALE: N.T.S. MODIFIED "E" CURB TRANSITION AREA 2.5' MIN. - 5.0' MAX. TYPE "A" CURB TYPE "A" CURB TO MODIFIED "E" CURB TRANSITION SCALE: N.T.S. APPROXIMATE LOCATION OF TIE-IN, PROPOSED FORCEMAIN INTO EXISTING 6" FORCEMAIN. CONTRACTOR TO FIELD VERIFY LOCATION. CONST. 228±LF OF 6" PVC FORCEMAIN FROM LIFT STATION TO EXISTING FORCEMAIN TIE-IN. sTA: 50+ai a ~ ' CONST. LIFT STATION PER DETAIL SHEET U- e s + - -KMna M+00 n PROPOSED 6" PVC WATERMAIN OFFSITE FORCEMAIN TIE-IN DETAIL 2007 tBFH Inc. oat.: 12006 VERIFY SCALE CONSULTING CIVIL ENGINEERS. I CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. EE D IGIN 1U VNL ORIGINAL DRAWING nvcrUNO & MAPPERS "Partners For Results E LAKE HOUSE EJ L RR Mu 0 oyle EnginCo pony value gy Design" OF OKEECHOBEE Lefty PeoJECT Na: 05-0260 DATE BY REVISIONS ADJUST ALL SCALED 421 N.W. 3rd Street, Okeechobee, Fl 34972 I L DIMENSIONS ACCORDINGLY (863) 763-8999 Fax: (863) 763-6692 PAVING GRADING SHEET BPR & FBPE License No: 959 www.lbfh.com , , DRAINAGE DETAILS D-5 DEWATERING NOTES: -CONTRACTOR TO MONITOR DISCHARGE DAILY WITH SAMPLES TO BE PROVIDED TO SFWMD AND -SAMPLE TO BE LESS THAN 29 NTU ABOVE BACKGROUND LEVELS. ENGINEER FOR REVIEW. -DAILY INSPECTION OF TURBIDITY CONTROL REQUIRED -CONTRATOR TO HALT DEWATERING ACTIVITY IN CASES OF FAILING WATER QUALITY TESTS AND -CONTINGINCY SHALL BE, BUT NOT LIMITED TO, THE FOLLOWING ITEMS LISTED BELOW. CONTACT SFWMD AND ENGINEER 1. HALT DEWATERING ACTIVITY IMMEDIATELY 2. INSURE PROPER PLACEMENT AND QUALITY OF TURBIDITY CONTROLS 3. REPAIR OR REPLACE FAULTY EQUIPMENT AND/OR BARRIERS 4. RETEST WATER TO INSURE PROPER QUALITY ANh np~70AI-1 f Y o © 2007 LBFH Inc. DATE BY REVISIONS Bo o 0 1211 SCALE 1' - 120' Me: 2/13/07 VERIFY SCALE yak Novo BAf IS EQUAL To ONE CONSULTING CIVIL ENGINEERS, - B..ce er=N NCH ON ORIGINAL DRAWING ~ f SURVEYORS & AENGINES D ~We "Partners For Results, Check By-mm D i Iff INC. Value a THE LAKEHOUSE ADJUST ALL SCALED Y Design,, LBFH PFa1ECT Na; DIMENSIONS ACCORDINGLY 421 N.W. 3rd Street, Okeechobee, FI 34972 CITY OF OKEEC 050260. (663) 763-8999 Fax: (663) 763-6692 H~BEE BPR & FBPE License No; 959„~~~--- www.lhfh- TURBIDITY CONTROL BARRIER MAX DAY VOLUME FOR 1 DAY SETTLING 12' 28.0' MAX 18" CMP . 15' MAX 2' MIN ' RISER DETENTION POND 15 MAX F ABO~ E. - -A 15' MAX 2' MIN 15' MAX " ' B LOW =1~IJI~II~JI=111=III= - = - =NATURALI=I~I-I=I=~I=1~1_III.III=III=III=III= = D- III- = 1~-III=~ 18 CMP DISCHARGE PIPE WETLAND BUFFER TURBIDI Z - III- III III- I=I =III=III- III=III=III=II II = = - I T TY FILTER . I III III III III III III=III=III =I I II I II II V I I I II I I I I I I II l ITT l 11 I I=III=III=III=I =1-III-1 j I -~H~ -II I = = - (STRAW BALES) SAMPLIN( LOCATION a I = I I 1 1=III=III= _ 1I1=11HI1~-' _ _ _I-1~ I~~ I=I_1= =1~-III=~1-HI~I-~~- IIIII~II~I~II~ -111 1 I I I~I ~I _ ~HI-III=III=1_I-1~_I~-~I=III-11 ~~-1~-~1 ~I = _ = _ III III I WETLAND SPREADER SWA AREA TO B E DEWATERED _ _ I I -111-III-III II =IHII-IHI~I-IIiBELOW ~=111-III- II ' ~I I~ -==~-1~-III- _ H~ IH~ III-III-~HII I~ 1 _ III-= - 1~ -I ~ ~ ~ _ _ _ = ~1-111 III III I FT fII-IIH11-Ili NATURAL SETTLING BASIN Ti-r. =~H I= = I ~1-~=~-III-1 H11- _ - I~ L-I l I I I~ 1 II - - l ll I~ ~ 1 = =III III=III-III=H I_ _-~I III I III-~ ~ _ 1 ~ III GROUND AREA TO BE BERMED i ~I l~1 ~ 11111-~~I ~ 1 1 1 ~ I ~l III_II - ~-III_ITI-I II111 1:3 MIN SLOPES=111=III-~1-III= H 11 I r I -I HII-IH I TL = _ H =-1 I I 1 H~H I I III-1~1~1~1 Ili 1 IW~ MAX 1' HEIGHT I I I ; I =1 I1 =11 11=1 I I=1_TI-I =11 IH~I;1=~11 ~i =li_ EWATERING PUMP (MIN INVERT 10 5' SANDBAGS FOR SUPPORT & TO PREVENT FLOATING OF PIPE -III 1' BELOW NATUR I_I I ~I I f- - VIII=IIHI I1 II_III 1 I_1 10 MI . NGVD) AL GROUND ELEVATION VIEW SCALE: NTS THE DEWATERING FACILITIES WHICH WILL BE CONSTRUCTEE FOR EACH LAKE AREA. THE CROSS SECTIONS/PLAN VIEW x WILL VARY FOR EACH LAKE'S CONSTRUCTION. PUMP DEWATERING PIPE AND ' a SUCH THAT A MAXIMUM LINEAR DISCHARGE rlrt5 WILL BE PLACED DISTANCE IS ACHIEVED. ©2007 LBFH Inc. Date: WETLAND Design By: MM INCH ON ORIGINAL DRAWING SURVEYORS & DATE BY Drawn By. RR MAPPERS 2/13/07 VERIFY SCALE N~ BAR IS EQUAL .,,E CONSULTING CIVIL ENGINEERS, REVISIONS By-mm N O - 1 INC. "Value By 9n ts. THE LAKEHOUSE ADJUST ALL SCALED 421 N.W, 3rd Street Okeechobee, FI 34972 IBFM PR0.IECT Na: DIMENSIONS ACCORDINGLY (863) 763-8999 Fox: (863) 763-6692 CITY OF OKEECHOBEE _.05-0260 BPR & FBPE License No: 959 - WWw stir. .I, ITC, 3 9 NOTES: ' wwANxa 30IFiXEGS"~EOA`EAU'D`s"FiPAa.Ir°F3wx W,"swlFAw s~IBLE. L 1MFy"tRIGI[ALSSF➢~PARON~ SRER"1 O.I.P SDwLLCBESUSEDIR FO JOIE 9 PPIMx exfEEi O< TxE CAOSSINsl CENrtRFD ON CROSBNC MAIM "CHES SEPAUROx SXWID & MOB NNED BEM'RH NE PIPES (STORM. 1 I' ,TER) WHENEVER POSSIN£. IS THE ABSOLNF MINWUM SEPR.UTON WRH D.I.P. REOUIRN FOR ANY 5[PAURd LESS THAN IB INHFB. MNNTNN IO FEN HORI-TAL SEPMATw B-E. WATER AND SSWER INS AS FORCN CROSNC WATER YARN SHALL BE WD TO P-DE A NxIYNM 5. VCRT,ESIMA,N, FORGEEYUx,INC.E B[1WIN THE No IMER WITH WAIERNNN N Ru cROICI- SRAM CONFORM 10 DEP -DAR. SEPAUrox REWIREMENTS WATER MAIN - RANITAE LM M coNFLF:L SCALE: N.T.S. AL I IziE rciiiij caW _ r B' P.S.-. ~wIJ oPC.Ha WWAE eFD SOIL uND~L NQTU S-L BE Ws1uLED PLUUB -D TRUE ANO COLOR HYDRANT SHAD BE PER OUA [DOIREME_ 3.-E SHALL BE PUCED -CENT TO MAIN. TED to RE. N. ANCHOR TE ME PERMITTED. 5. ALL HMO- SMLL BE TEED OFF a LWNS. S S-LL NOT BE PACED N S-, AOACVUVS OR ATHS. T"ICAL FIRE W 16 4RA1 LY SCALE: N.T.S. CONFLICT PIPE QIi 22-1/7 (PREFERRED) a, 16 - NOTES: R ENT c-N SEPAEXISTS TD ulOW PRESSURE IPE[x U6U THESE uETHICS ARE To BE USED WHWnX B' -CAL' fRnGAL M, 0TOROSSISXM GPADE NCT PD Y4MWN l0' C ON 3. MLL BE RESTMUNED WNX IECMNICU FE-1- (MECUUC) MD GR-nY BLOOMS. THE DEFLECTION TYPE CROSSING N PREFERRED. GO NOT EXCEED 75% OF MIN.-UPIERS RECOMMENDED -WL. JOINT DEPECTgN. 5. MECNNIC- RESIPADI ut 11NGS, AS PER MWIFACTL'RERS RECOUMENDATMR • 36MIX IN STATE ROD R/W AND UNDER ASPwA PEFSETJRE PIPE CONI+T•TLR DETAII, SCALE: N.T.S. CONCRETE COWR BUSS MAPNER PLC ~ME x"CSODDED EAS CAST IRON COMA N-1E GR WATER' OR 'SfWFR' xis NGIL -S WITH N-NO E NUT TO TS-. I.- OF utvE Box RIM. MORE 1HAU M' OF -R E TTYPICAT S OME: N.T. VA VESSETTING . ROPERTY LINE -Box k METER IN— BY O.aw) RESSi'--N I L `PAREUEM r Pa/sEWO"pE maING"' MJE -a- B C OP NS' SMa a ES ONLY wcLE ~ I . l roR INST WTd OFSSEINICES R UxDE PED M1 CORP STOP STEEL -ING DOUBLE STRAP F LE. (iLV I] MAX.) OR scx. AD we (COP aura STOP HEAVY DUTY C.I. FRAME AND COMER, WITH NON-PENETRATING PICK HOLES: MINIMUM WEIGHT 325 POUNDS: NEENAH CAT. ND. R1172-B OR EOWL ❑ A SS R PLAN FINISH GRADE 22a/A• ^ C PAVED SURFACE \ UNPAVED SURFACE iYP. ~ ~ -u-VA- RAIN GUARD SECTION 1. A WATER-TIGHT MANHOLE 'RAIN GUARD" INSERT SHALL BE INSTALLED IN ALL MANHOLES. STANDARD MANHOLE COVE FRAME NOT TO SCALE NOTES 1 GGESSM -I INTO THE WATER WN SMLL BE SPACED A MIEr NIMUroM EuOF SIDE ARTMEµP~EOaE~Ex IB• la +s' swLL BE oFESH TAPS METER BOX USE LA6SBET TSCONNFHm SHE P-EDONGSUiDFW!u ORR DRIEWAv sERg C MMES SMLL N.T BE PLACED UNDER DRNEwAYS e POLYETH,RFNE ALL SQk I' fT uF15 REIULRF A ]/N ' k I' LOCpNG 5, 2- RNGLE NFT~ wLVF RESPECTNLLV. YETFR REQUIRES W-PASS 3. NMENSION 'A' - T I /9' X J/N' 4[RFA) - B 11' NEIER) Y (Y METER7 7. MAXIMUM SEWCE LENGTH IS 100' TO METER. 3e MIN. IN STALE ACRD F/W k UNDER MPMLT TYPICAL S12MCE ~~~ON (TTNOERCROLTrmI SCALE: N.T.S. FASFYEM R/Y OR PROPERTY WE e" Wtt PLUG k SW ~111~ 8•X6• P.V.C. TEE-WYE B•x6• P.V.C. TEE-WYE N STGDPEAS O NU.A \-I-- LINE 'XCXi XN' SID. PNC DOLBLEY BRANCH YIN, NCM1LUAL ,I USE COMNECTM CASf1EN, R/X OR _PER`Y U,E OF MAN SEWER. PLAN FASEUTT, R/W OR PROPERTY UNE -ENT. Rn FN PROFEWY LNE NOw -D• MA"x DFCaONt YMNN R' Pvt. SER,ICE UIEPII Iro" PLR raPPE u re., SINGLE SERVICE CONNECTION r -D 11. 0' MAY. n /PWG k SE II~! Pv.C.3_.E YNBRMCH MEEFN(BP WY) UNDI-REED - DOUBLE SERVICE CONNECTION SECTION NOTES: WATERMSHT 1. ANSERVICE D MARKED LATEENS A SHALL TERMINATE AT 2",TREATED STAKE AND APCE AEICCTROONC MARKER REGULAR - 1253 2. THE MINIMUM DIAMETER OF ALL SERMCE LATERALS SHALL BE 6 INCHES. 3. CONNECTION TO O.UA LATERAL AWL BE MADE WITH A TWO WAY CLEANOUT AT PROPERTY LINE. A THE BET LESS. OF ROSMALL VED BB4TME O.UA THE MINIMUM DEPTH OF THE W/E TYPICAL SEWER SERVI E 0 Nar To scA E CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. ©zao7 LBFn Ina W DATE BY REVISIONS xP I ulx. I I MIN. I ALVF Ne DD ~nAAP vn0 ouA a 1- (t" Llx.n]NMnAxJ REDUCE PRESSURE BACX- B PREMNIER FOR EXHTNG -N SUPPLY) w,ERsLPwn IS. MIN. vuVE AT vuvE iM OR x CLOSED EXCEPT FOR FILLING. HALL B RIISH""S UCTERIE0 U 1ESTIND PURPOSES. AND THE CORP RATON STOP MAY BE USED FOR FEEDING CHLORNE SCWRONS, Ax FIR -1 DURING PREBSURE/IU%POE TESTS. BEFORE LING THE 0 6 = .BE BE OPEUTEDn-1 BY A PERSOxNVEALLVES ON N AFTERN&G1EPoClOGIVL CLEMANCE, -E NO. 2 IS TO BE LOT OPEN MT"OUI A - BON. RETEST PULP COxN- T4 SE-C LINE OR BLq .T OCAwTU TAPS ARE PERMRED UNLESS MPR_AL MS BEEN Bt THE OVA nnTmTTa VALVE DETA& SCALE: N.T.S. IENANIII BPCxnLLEQO CPRUIME C_P O"SCOhR~S AEON WHEN OF THEGREMNINNG BACxFlLL INCRERASES TO H OF DEPT. Y LM -FILL y-ED 11 of MAXWUM DENSITY. ('ITSIZE) BEDDING MATERML NOTES: BEDDNG W1 WU N-SIT ISHwRPU 3 SUC A"a WCIMADEBRIS AND S vwARG R2ROCI SMALL BE REMOVED. 2. THE PIPE SMU. BE FU WT LLY MPRDPRATE COMP ILLY awDa; d~E LENCTH PIPE J INSETAI-TOx 6 APPEPOMO W THE P~1PFxCN, UNLESS A VET 1PEPCx A' -FI uUCx - AFE BE MEEE OF UNSUnA&E MATEPoU SUCH AS -ER N. S. ALL K Cal FORM TO STATE Of -111 TRENCH UFFtt ACT. SH-L B. ] H MACE DETECTOR TAPE - BE IN— ABODE ALL PIPE— 7. 3M UOGAT ORR E000" NALLLABEEA,,ST EATON" T""G IN ME PPE UM R. 3M LIXAiORS TO BE PROMD BY DEVELOPER AS SPECIFIED BY O.U.A. eszPOrtti iiL OT[RUAAREAS mU- NOTPED ELSEWHERE. s. COUP- 10 TvFTret. TRRNC9 DETAD, SCALE: N.T.S. TYPE "YE - El~j ~TR T To N / 27 RNSw DIRECTION RR SR MARKER InH REOUI-D rm AS +F TOP OF PIAHYF DF L wG J (IN- SCREW TOP RAYPTTNG POINT ION YAIN1 SOME N.T.S. xfDU ANCHOR FIRE COU'UNO DMCTLE IRON PRESILRE PIPE ME NA.- `DINT wRIB Pww ro eE MwAN CW JDINr REmwxfD - DNOEZL£ a AECTE, AND - BUD- (1 P) BETWEEN mmNG5 TWO"2_./B• HOSE xo=slBS. ~ (SEE NOTE a, xo 3DIRaB GROUND OR ; r~ PAY MENT SURFACE " FITTING TYPE 1 PNlsxm GRADE THE LAKE HOUSE LBFH PROJECT ND: VERIFY SCALE CONSULTING CIVIL ENGINEERS, f SURVEYORS & MAPPERS b CITY OF OKEECHOBEE 05-0260 Date: 11/30/2006 BAR IS EQUAL TO ONE "Partners For Results, 11 L SHEET scale: 1 MM INCH ON ORIGINAL DRAWING INC. Value By Design" A Boyle Engineering Company WATER 8C SANITARY SYSTEM 1 7 1 Design By RR 0 1 W. 3rd Street, Okeechobee, FI 34972 421 N DETAILS Drawn By. Check By- Mm ADJUST ALL SCALED DIMENSIONS ACCORDINGLY . (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 www.lbfh.com SAVEL~UM~ pP~OT~DLNT~T (ON SCALE: N.T.S. 20' DIP MIN. (AS NECESSARY) Y METER BOX AND MEER 6+ 0..- (fN) a/. - SERVCE -E 1 Po, NQ SERVICE Mx[ mP) 3,.' LINE 41- A- S-1. MTNORMED SERVICE LINE WTmML SIMU 9E PWYE --E NBINO. NOTES: R IN6IALATOxS OF uORf TxM . METERS Pm 2 _IPU Dµp 51f~p/jlc pwES GER 7tiw IN CuuEIER 9uu BE G-E 3. BWUCxxfOSR uLDLxuEtER wSXUauMxSx- CORP STOP k Y 1TW SCARE: N.TS. }s .°t NOTE: E SDBBASF 9NW B[ 11Ix. T DR t31j115 uRTCx CR XCEED IX15Sr1 OAtR ucmEM Mun M.1cx BR Excfm rnnxc roxcEE. WIOTn CF REPUR TO eE pETERN.EO , OWNER OP RNVKAr. ~~R E(SCR ~E- AND sup 5 CwxSES OF BRICK Is-)-\ UNOISIORSED S06- 0- PRECXST CONCRETE CC LE SEC- 1 C.- I• COFPORADON STET TIPPING-11 =.1. 1. - ORRBPASS F;gs. to - AIR PER 0~AffS1 III `BR-EO~ TUxLFSs VCREWAN I>YG O.C. PAVENM SCARE: N.T.S. VERTICAL CREST DEGREE OF BEND PIPE 11 I/4' 221/2' 45 90, Du b. w..L..H. ,,,..L• w. ti..H' w ti. T1. 6' 3B' 16' 1R' >6' N' 2A' b' 2e• W 54' b' >b' C b' 2p' 1p' 1R' m' 24 51' AO' 12' W 24' .W K' Ja' w' od' b' k' R' W' m' 14• 72- NC 78' W' Re' AY 72' - - VERTICAL SAG DEGREE OF BEND PIPE 11 I/F 22 1/2' 45' 90' DU ' I/4 'M3' BEM ST"' nw af01 MAN (vAmm) -N. .42 1/3 6 RED) z E a II ~ ~ u ill A II LI LI II ~ II n I II ii II E NO ail " III fORAI'OCROD (ttP1 E GUSSETS REO'D FOR 1., ADD URGER WwS. 2, STMPS W1 Ga55E TO BE OuVAN12EC -R WELOING. h nnAT Env nrEICKS FOR PRE331 PIP G SCALE. N.T.S.JE P AIR BE-VASE VANE (CMERf•ROIIWiI 1fATSRMAINI scALE: x.l.a DInBRBm m 11DISIORBOO P UxgBILN1Bm FARM -DISTURBED EARTH PLAN PLAN D.I.P. CYP-) ff STNP DEAL REP OINIOE RE. Gulls ..C 1 B aF MNN I.P. (itP.) NOTE SEE -RT FOR BLOCK OMENS- -11. MRU➢ED x06'iuRED Wnx STEEL ROM, WT RR STEEL 2• ELEVATION ELEVATION BLOCKING DETAIL BLOCKING DETAIL FOR FOR VERTICAL SAG VERTICAL CREST N.T.S. N.T.S. NOTES: WD -EM N,11 - GRAID' BLOCK TOBE -LED WnH PdLI SCE TO GR- 6LOCV. x svn.Blc GwERING TO PREVENT EG ax C- AR nmxcE USE nn.mmy RTnC&S FOR PRESSURE PMING SCALE: N.T.S. IWEWT qNE RINGS 9tt0~. DURCE OF PDRILNO CEA C in =-=y ps utEa RE.smI WllEs anWM6E IGlm ILXWITH WOMB SxNL- EST e w GGMIL~ WITH lAI6 R5sal1 N 13' etEw. EYAr NEOPREHE G I T ea I'fl.7 I Ud d LWW1 il§ ~dg i D PLAN IrvmCAr 9• mLrAAIINAI. $ND RLOAORF scARE: N.T.S. OR APPROVED EQUAL X 6- (W 1.4 II W 1.4) WIRE MESH GRADE i' mIIARE J 6' P.V.C. 7000 P.S i. CONC. PAD , 'I ~ , 6' P.V.C. 9O E.K. II Ywn[ 1qR ~N~E~ pRN 'A' 8 Y bWT r-x re r x r x'.Y S-0' f K Ir 42-Xr pd r tm' IY y~,q~KC[TSNEA 6ryV~KpiEWINWF~N5yIXpbgpS'Sµ t. W,W. J6 fbSgM 1]0. U /IpRJh2 EWILRMM SNER' CAST M nlE 2 ~¢x~R_Tgpl ro m~~•,fiTyDUn A ~R"fohDllEiE TUP«M'e6 PR, KNESE~ A A Ma61UM OF 2 UROS OF MEUST CMAEtE -M F RW OF 2 OF R ° P PRECAST MANHOLE DEPTH C AND GREATER NOT TO SCALE TYPICAL MAIN LINE TERMINAL CLEANOUT OR APPROVED EOWL 6' X 6' ( W1.4.W1.4) WIRE MES \ GRADE 3' SQUARE~ ` 6' CLFANONT ASSEMBLY WOO PSJ. CONC. PAD W/ SCREWED CAP 6" P.Y.L. WE TO STREET SERVICE 1 _ 10 BUILDING TYPICAL SERVICE LATERAL TWO WAY CLEANOUT CLANOUT TYPICA TO SCALE NOT j r BOTTOM PeSER SECRGI AND EASE SUP 10 BE MONCU MGALLY POURED L I 2>W PP a3NDRSE . o Yy1Nl w SLPPCN ° J r ¢fNW ° 0. AT Ir D.Ofw. (MR.) ° ° XNWL NO7F$ Mx. WIN. a OKI LIE N. 1. PRECAST CONCRETE TYPE II 4000 P.S.I. 2, 'RAMNEK' OR EQUAL AT ALL RISER JOINTS (1/2' THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) WITH GROUT 11610E AND OUTSIDE. 3. ALL OPENINGS SNAIL BE SEALED WITH A WATERPROOF NON-SHRINKING Grour. 4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOWN STREAM (SEE DETAIL). 5. UFT HOLES ARE PERMITTED AND SHALL BE SFAfD AFTER PIA-EVENT OF RISER. 6, ALL PIPE HOLES SHALL BE PRECAST OR CORE-GELLED. 7, APPROVED RUBBER BOOTS MUST BE USED WITH END PIPE. 6. INSIDE DROPS SHALL NOT EXCEED 2.0 FEET. 9. COAT INTERIOR & EXTERIOR WITH 2 COATS COAL TAN EPOXY, B mil. MIN. DRY FILM THICKNESS EACH COAT. STANDARD MANHOLE (CONCENTRIC CONEI NOT TO GALE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAW! SUNSHINE STATE ONE CALL OF FLORIDA, INC. ° © 2007 LBFH Inc. e DATE BY REVISIONS THE LAKE HOUSE LBFH PROJECT No: VERIFY SCALE CONSULTING CIVIL ENGINEERS, sueveroes & MAPPERS bf CITY OF OKEECHOBEE 05-0260 Date: 11 /30/2006 BAR IS EQUAL TO ONE ' Partners For Results, M ' SHEET Scale: T INCH ON ORIGINAL DRAWING INC. Value By Design n C {MATER & SANITARY SYSTEM T UT -2 By: AIM Design RR 0 I y ompa A Bayie Engineering 421 N.W. 3rd Street, Okeechobee, FI 34972 DETAILS - Drawn By. Check By. MM ADJUST ALL SCALED DIMENSIONS ACCORDINGLY (863) 763-8999 Fax: (863) 763-6692 BPR & FBPE License No: 959 WWWIbfh.com :,x° °T"E C-7 m. ~ ~ µ „,EWER (~E ,PENwc Im") 2 ~ ~ `aP xIPP~i~x~l/1 6 - • B BRONZE aPflFB ut vu27 OR o _ ff) ~a ~ r I I ux eaOR YPE.K B,. Dka~,~ ,wwo, COPPER Ram PIPE -6 ROD r LL NuNf (e1, 3/4 ' ROCK 6.3E 12• DEEP ELEVATION M rl SUPPLEMENTAL CONDITIONS i RrppE OF WORN. THE COMRACTORSHALL ESSAAYRiO CALL C PAVING, DRMNACEN7UTILITIIES AND ASSOCIATED ANSPoA7ATION AND INCIDENTALS NE , IN ACCORDANCE WITH THE PRUVISNS OF THESE SUPPLEMENTARY CONDITIONS. SPECIFICATIONS IMPROVEMENTS -05. D NC_ ,T21 NW ORDESTRHOUSE'. CER. EET. O ESE ROBE! FLORIDA 34972,P 633) -1 THE RU D-8, & DRAWINGS. ENTITLED. N B BY DRLBFH. AWINGS' TH 763-8999. IT is THE OBJECTIVE OF THESE PROVIDE PAVING, GRADING, OAAINACE ANDY UTILITY IMPROVEMENTS FOR 'ARSE LAKE O HOUSE" SUBDMSIONAED TO I MATION: THE PROJECT IS LOCATED ON THE PROJECT IS LOCATED ON THE SOUTH SIDE OF S.W. 6TH STREET. AND THE NORTH SIDE OF S.W 15TH 3 PARCEL ACRE RREET IN OKECHOBEE COUNTY, SECTION 21, TOWNSHIP 37S, RANGE 35E. THE WORK IS E TH 50 F_ RVIiS Np Lf<N<[S' CONSTRUCTION PERMITS FOR CERTAIN ELEMENTS OF THE PROJECT WORK HAVE BEE AMED DR APPLIED FOA BY THE OWNER. AND THE DESIGN AND CONTRACTION PWEIREENTS OF THE PROJECT OBTN ARLECi CONSTANTS ND CONDITIONS IMPOSED BY THESE PERMITS, THESE HNC EDE CONSTRUCTION PERMITS FROM THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) AND OKEECHOBEE COUNTY. THE CONTRACTOR SHALL PERFORM HIS WORK AND SHALL CONSTRUCT THE PROJECT IN ACCORDANCE WITH SHE REQUIREMENTS OF THESE PERMITS AND APPROVALS, COPIES OF WHICH ARE AVAILABLE FOR HIS RENEW AND USE FROM THE ENGINEER. UPON REOUESi. THE COMRGTOR SHAH SECURE ALL WORN PERMITS, APPROVALS OR LICENSES REQUIRED TO PERFORM THE WORK, AND HE SHALL PERFORM THE WORK IN STRICT ACCORDANCE WITH THOSE PERMITS, APPROVALS OR LICENSES. RRFME i0 DMER DO M M4 FOA SIR . REFERENCE MAY BE MADE TO OTHER SPECIFICATIONS OR DOCUMENTS WHICH WILL BE USED i0 SPECIFY OR CONTROL THE MATERIALS PLACED IN THE MORN, ME CONSTRUCTION MEMODS TO SE USED, THE TOLERANCES THAT WILL ACCEPTABLE, AND E CONTRACTUAL THE R LEGAL OBIIGTION. THE SECIFlCAiIONS OR DOCUMENTS SHALL INCLUDE. 1. "STANDARD GENERAL CONDITIONS F THE CONSTRUCTION CONTRACT,' THE LATEST EDITION, PREPARED BY THE ENGINEER'S JOINT CONTRACT DOCUMENTS COMMITTEE AMID PUBLISHED BY THE NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS. REFERENCE SHALL E MADE: 'GENERAL CONDITIONS.' CONSTRUCTI Z. 0"FLORID 00." DEPARTME OF BM ERIE FLORIDA TRANSPORTATION DEPART ETNT OFD TRANSPOARTTATION. REEFERENCCEASHALL BEEMADE: "FOOTON, 2000; SPECIFICATIONS" 3. 'ROADWAY AND TRAFFIC DESIGN STANDARDS 2000' PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. REFERENCE SHALL BE MADE 'FDOT INDEX' OR 'DOT STANDARDS' 4. "AMERICAN SOCIETY FOR TESTING AND MATERIALS SPECIFICATIONS", LATEST EDIION REFERENCE SHALL BE MADE: "ASTM' 5. 'REECHOBEE COUNTY LAND DEVELOPMENT REGULATIONS', LATEST EDITION. REFERENCE SHALL BE MADE IS 'COUNTY CODE' OR 'COUNTY STANDARDS' R 'COUNTY SPECIFICATIONS.- BY REFERENCE, THE DOCUMENTS CITED ABOVE ARE WADE PART OF THESE SUPPLEMENTARY CONDITIONS ARID SPECIFICATIONS. THE CONTRACTOR SHALL HAVE COPIES F EACH IN HIS POSSESSION FOR USE THROUGHOUT THE BIDDING AND CONSTRUCTION OF O6RPnOJETWOALL RK MANEABOACO Si RUCTION METHODS ARE SCONFORMANCE W THE APPLICABLE EACH DOCUMENT AND BE ABLE TO WITH THESE DOCUMENTS AND SPECIFICATIONS. REGULATIONSFANDECODES , ESPECIALLY OSHA ALL BARD APPLICABLE 9 C R. SECTION 1926.650L SATEOAND FEDEAW SHALL BE SUBPART P, WHICH IS PART OF THE TRENCH SAFETY G7 AS PART OF LAWS OF FLORIDA, CHAPTER 90-96. CONTRACT ISSUES FucRA CONDITIONS: UNLESS ODIEAwSE STATED THESE SUPPLEMENTARY CONDITIONS, SHE PROVISIONS OF THE 'STNDARO GENERAL CONDITIONS OF THE CONSTRUCTION CONTACT; REFERENCED ABOVE. SHALL BE USED 70 GOERN ALL ISSUES GOAESSD IN THOSE GENERAL CONDITIONS FOR THIS PROJECT, urvxFuSHIP: ANY AGREEMENT BETWEEN OWNER AND ENGINEER SHALL NOT BE CONSTRUED TO TO, PROVIDEeAM OBLIGATION FROM THE ENGINEER TO ANY THIRD PART IES INNRADIHOG,BU SNOT LIMITED TO THE OWNER. ARCHITECTS, OTHER ENGINEERS, ANY CONTRACTORS (GENERAL OR SUB), THE RIGHTS UNDER ANY AGREEMENT BETWEEN OWNER AND ENGINEER INURE ONLY TO THOSE TWO PARTIES. THE DRAWINGS IS IOn N THE DRSOAWIUfc OR cpECIFlCATIONS: RIGA TO INITIATION OF ESTIMA7E0 THE WORK, QUANTITIES SHOWN OA 01 AROA NO THE SUMMARY F ACTOR SHALL CXER dNENS GRASS, ELEVATIONS CONT ON THE DRAWINGS 70 ASSURE HIMSELF THAT THEY ARE CORRECT AND THAT THEOR WORK CAN BE ACCOMPLISHED AS INTENDED. HE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPNENi ERR OR OMISSION WHICH HE MIGHT DISCOVER, BUT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF SUCH DISCOVERY, WHO WILL THEN MANE SUCH OF THE CANAL SPIRIT ND INTENT RRIECTIONS DRAWINGS AND SPECIFICIONS ATIONS. S HE OEELS NECESSARY FOR REFLECTING BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS PROVIDED BY NORTH STN GEOMATICS INC. (772) 781-6400. Cni, CGNOTIONS- IT IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR TO: goll AND 1. PLACE HIS OWN INTERPRETATION ON ANY AND ALL SOIL AND SUB-SOIL DATA PORTRAYED ON THE DRAWINGS. THE , UB-SOIL LOCATINFOR HEWS OWN SOIL AND SAND SIBINVESiIGATIOl NO THATRMAYEAFFECTTJAHISR WORK;RANDER AND OF SOIL 3. INCLUDE IN HIS CONTRACT PRICE CONSIDERATION FOR ALL WORK NECESSARY TO ASSURE THAT THE SOIL AND SUB-SOIL CONDITIONS WILL MEET THE REQUIREMENTS OF ME SECIFlCATIONS AND HE APPLICABLE REGULATIONS OF OKEECHOBEE COUNTY. IOU THE WORK 6TH ~A n IANim c THE OUAMBIES ESTIMATED FOR VARIOUS ITEMS OF WORN ARE ONLY ESTIMATES, AND MAY NOT REFLECT ALL THE ITEMS OF WORK OR THE FINAL QUANTITIES NEEDED TO COMPLETE THE PROJECT. IT IS HE RSPONSIBILITY OF THE CONTRACTOR TO DO ALL WORN NOTHO EFUS71IAUiED OWNTIi15, OR WHETHER EIRE FINALN D INSTALL ALL ON THE DRAWINGS, WHETHER OR NOT THEY ARE SHOWN IN SHALL QUANTITIES ARE MORE R LESS THAN THOSE ESTIMATED. PAYMENT OF ALL UNIT PRICE WORN BE ON THE BASIS STATED IN SECTION 11,9 OF THE GENERAL CONDITIONS, ~,n r°r rA fOMROL CONTRACTOR SHALL GONCT THE REQUIRED IMPROVEMENTS IN THE LOCATIONS SHOWN N TP DAIWNGS,THEND SHALL USE AS HORIZONT5IALRD CONTROL POINTS THE EXISTING PROPERTY CORNERS AS SHOWN ON THE PLAN SHEET. THE HORIZONTAL CONTROL POINTS WERE PROVIDED BY NORTH STAR FOR USE 7 AS W UATICSS INC. (ME)NECESS O ELEVA RTICAL CO16NTROL AN TCHRKS HE SHALL BE NS SHOWN ONE METPUTHE NSSITE,SHALL BE ESTABLISNG ME RESPONIBLIIY OF THE CON1RGi0A i0 PROTECT ALL CONTRW POINTS AND TO RE-ESTABLISH SAID POINTS CORDANCE MATH NING PUNS AND DAN FTAILS. ATIGL CONTROL WORN SHALL BE PERFORMED BY THE CONTRACTOR NECESSARY. RE HORT 0 N AC WRITTEN DIMENSIONS ARE PROVIDED FOR CLARITY. WHERE WRITTEN AND SCALD DIMENSIONS CONFLICT. WRITTEN DIMENSIONS SHALL GOVERN. COpRDINAIION OF WORN WTIH OTHERS THE CONTACTOR SHALL COORDINATE HIS WORK WITH ME WORK OR T NEW RAINAGECFACWTESIOTHIS INCLUDES. BUTEs NOF MOVAL, OTELIIIMED TO,LTHETIOWNER INPAOVEMENIS OXSTINGRNAIG710N ND D ALTEATION OF E HIS CONHUC70R5, SUEOMAC70RS OR GENTS. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCIES PRIOR TO COMMENCING THE WORK WITHIN THEIR JURISDICTION, OA 0 FOA WAI OY A D WORE%MNSNIP ALL MATERIALS, EQUIPMENT AND SUPPLIES FURNISHED BY THE CONTRAC7R FOR PFRMNENT INCORPORATION IN THE WORK SHALL BE NEW AND OF THE QUALITY STANDARDS ORTHENS ITADE SHAFOR LL THE CAFIRST-CLASS OF MANN PRFNEDPRODUCT EQUAL TO THE BEST STANDARDS OF ACCEPTED TEL.PORAM UDLm ALL ARRANGEMENTS AND COSTS FOR TEMPORARY POWER, WATER AND WASTEWATER ALILNES WRING CONSTIVUCTION SHALL BE RESPONSBIIITY OF THE CONTRACTOR. TIINf. THE WORK. THE PROGRESS AND QUALITY OF THE WORK WILL BE OBSERVED BY THE OWNER'S ENGINEER OR ENGINEER'S APPOINTED EMPLOYEE. NO OBSERVER IS AUTHORIZED TO CHANGE ANY PROVISIONS OF THE SPECIFICATI `RSF WRTT PRESENC ABSENCE OOFNANWOBSERVER RELILIEVE TTHE IZATION OF CONTRACTORTH FROOM ANY REWNEMEMS OFS HE DRAWINGS pE NOR THE SPECIFICATIONS. THE CONTRACTOR SHALL GIVE THE ENGINEER A MINIMUM OF 48 HWRS NOTICE PRIOR 70 REQUIRED INSPECTIONS, AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. BUT IS NOT TO LIMITED OA QUA. FOOT GOVERNMENT ANO AGENCIES PRIOR TO WORN IN A PUBLIC THE CONTRACTOR . THIS INCLLUALSO ES. GIVE NOTICE RIGHT O Y 11 CHECKPOINTS SHALL BE ADHERED TO,R AN[) THE CONTRACTOR SHALL FOLLOW NOTIIFYNTHE MINIMUM OWNERS CONSTRUCTION IN ADDITION TO THE REQUIREMENTS OBSERVATION:. 1. PRIOR TO ANY DEVIATION FROM THE DRAWINGS; 2 PRIOR TO ANY BAC%FILLING TRENCHES CONTAINING HYDRAULIC CONDUITS, SO THAT JOINTING WY BE INSPECTED; 3. PRIOR TO TESTING OF ALL HYDRAULIC CONDUCE. PRIOR i0 PLACEMENT OF ROADWAY BASE MATERIAL , CONCRETE OR ASPHALTIC CONCRETE. 5. UPON COMPLETION OF CONSTRUCTION FOR FINAL INPECTION WITH THE CONTACTOR OR HIS REPRESENTATIVE. TESTING : B SHALL BE THE RESPONSIBILITY F THE CONTRACTOR TO CCRDINATE WITH THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND RETESTING NECESSARY TO ASSURE THAT THE WORK HAS BEEN PREFORMED IN STRICT COMPLIANCE WITH THE SPEGFICKDONS. COST FOR THE INLF I TESTING SHALL BE BORNE BY THE OWNER. ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. THE NAME OF OWNER'S TESTING LABORATORY SHALL BE SUPPLIED AT THE PRECONSTRUCTION MEETING. if fi TIES NO <TRLICTURFS: EXISTING MILITIES. STIEUCTRES ND FACILITIES SHOWN TH DRAWINGS WERE LOCATED N ACCURATELY A9 POSSIBLE FROM THE RECORDS EYAMINEG. NO GUARANTEE ON IS MAEDE THAT ALL EXISTING FACILITIES ARE SHOWN OR THAT THOSE SHOWN ARE ENTIRETY ACCURATE. THE CONTRACTOR SHALL ASSURE HIMSELF OF THE ACTUAL LOCATION OF THE UTILITIES, STRUCTURES OR FACILITIES PRIOR TO PERFORMANCE OF ANY WORK IN THE VICINITY. THE UTILITY COMPANIES OR UTILITY AGENCIES WILL CO-OPERATE WITH THE CONTRACTOR IN LOCATING UNDERGROUND UTILITIES THAT MAY BE SUBJECT TO DAMAGE OR INTERRUPTION OF SERVICES DURING THE CONTRACTOR'S OPERATIONS. PRIOR TO START OF THE WORK, THE CONTRACTOR SHALL REQUEST THAT EACH UTILITY AGENCY ADVISE HIM OF THE LOCATION OF THEIR FACILITIES IN THE VICINITY. THE OWNER WILL ASSUME NO LIABILITY SAME FOR DAMAGES SUSTAINED OR COS15 INCURRED BECAUSE OF TH E CONTAGiOA'S OPERATION IN THE VICINITY OF IS INECESSARY TO SHO RER EC' B CE SONS SWING AEUi LITY.HE UFLIIY CNPANY ORINDEPAR7MEM AFFECTED SHALLH BEB AND 'P OF G UTILITIES OR CONTACTED AND HEIR PERMISSION SECURED AS i0 ME METHOD USED FOR ANY SUCH wOAK. RESTORATION OF DAMAGED STRUCTURES OR UTILITIES' IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, REBUILD OR RESTORE TO ITS FORMER CONDNON, ANY AND ALL PORTIONS F EXISTING UTILITIES, STRUCTURES,WEQUIPMENT, APPURTENANCES OR FACILITIES. OTHER THAN THOSE TO BE PAID FOR UNDER THIS CONTRACT, HICH MAY BE DISTURBED OR DAMAGED DUE TO THIS CONSTRUCTION OPERATION, AT NO COST TO THE OWNER. nu..._L C FAQ UPON COMPLETION OF THE IYJRA BUT BEFORE FINAL PAYMENT WILL BE MADE, THE CONTRACTOR SHALL CLEAR AND REMOVE FROM THE PROTECT AREA, BE FALSE MARK, EANT M, SURPLUS AND DISCARDED MATERIALS, RUBBISH ND TEMPORARY STRUCTURES WHICH RESULT FROM THE WORK UNDER THIS AGREEMENT, AND SHALL RfS7RE IN AN ACCEPTABLE MANNER ALL PROPERTY WHICH HAS BEEN DAMAGED DURING THE EXECUTION OF THE WORK. GUARANTEE; ALL MATERIALS AND THE INSTALLATION THEREOF WHICH ARE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNDER THE TERMS F THE AGREEMENT, SHALL BE GUARANTEED BY THE CONTRACTOR AGAINST OEFECTM WORKMANSHIP, MECHANICAL AND PHYSICAL DEFECTS, LEAKAGE, BREAKAGE, AND OTHER DANCES AND YEAR WARRANTY PERIOD~E OF FINAL PAYMENT, SAID FAILURE TO CONSTITUTE THE COMMENCEMENT OF PERIOD THE NE (11 ) (1) YEAR FROM THE DA IOD OF THE ALL LABES AND INSTALLATIONS PROVING E DEFECTIVE WITHIN THE THE CONTRACTOR SiHEIP RIODROF GUARANTY OFEEACH SHALL S E REPLACED, WITHOUT COST TO T SUCH REPLACEMENT SHALL BE FROM AND AFTER THE GATE IN INSTALLATION THEREOF. TECHNICAL SPECIFICATIONS MATERIALS, CONSTRUCTION METHODS, TESTING AND TOLERANCES FOR ALL WORK SHALL RE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS. AND WITH STRINGENT SPECIFICATIONS PROVISION SHALL EFERENCE APPLY. THE 'SUPPLEMENTARY CONDITION.' IN THE EVENT CONFLICT. 1 ,rni nATIGx/fF40R_ Imo: HE WORN SPECIFIED IN THIS SECTION CONSISTS OF THE PREPARATORY WORK A D ITERATIONS IN MOBYIZING FOA EGINNNG WORN N THE PROJECT, INCLUDING BU7 NOi LMITED N, OPERATIONS PESSARY FOR THE NOVEENi OF PERSONNEL EQUIPMENT, SUPPLIES ANO INCDENAIS TO HE PROJECT SITE, AND FOA THE ESTABLISHMENT OF iENPoAARY OFfICS, BUILDINGS. SAJEN ENIPMEM ANO FIRST AID SUPPLIES, SANITARY AND OTHER FACI11115, AS REQUIRED BY THESE SPECIFICATIONS, THE SPECAL PROVISIONS, NO STALE AND LOCAL LAWS ND ADUU71GN5. ALL CO575 DA BONDS. PEAMBS AND NY ASOWIE LO1HE COST OF MDE~MQVALROFRTHE ABOVE EMS, SHALL A150 E NCWOEpH NSTHS ffCTION. WORK 2 §%ff~~~~ vEYING. THE CONTRACTOR SHALL CONSTECi THE REQUIRED IMPROVEMENTSAT THE LOCATIONS NS. G DUNNED 1N ME 'SUPPLEMENTAL CDNDITIONS; ICE OWNER SHALL . ALL BASIL FOR HORRONTG CONTROL AND BENCHMAANS IN THE MCINII OF THE WORKN. ALL OTHER ING FR BOTH HORIZONTAL AND VERTICAL CONTROL PDD BY IRE COMACTR fOR ORN SHALL E PEROREO BY THE CONRACiOR. 3. F TNWORN NO GRADING: SHALL SE PERFRMED AS REQUIRED TO ATTAR THE FINAL GAGES TYPICAL SECTIONS AND ELEVATIONS ND TO ACCOMPLISH THE OBJECTIVES SHOWN ON THE PUNS FOR THE AREAS TO BE PAVED, SODDED, R LANDSCAPED. MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS OF SECTION 120, FOOT SPECIFICATIONS. ANY PLASTIC OR ORGANIC MATERIAL WITHIN 36' OF THE FINISHED GRADE OF THE AREA TO BE PAVED SHALL BE REMOVED AND REPLACED WITH A-3 MATERIAL- CLEAN EXCESS OR DISPOSED LE OF AS FOR FILL RESULTING FROM T E EXCAVATION SHALL BE INCORPORATED INTO MATERIAL E ON SITE FILLING &T_ ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. C 1 F BLit NOT LM1IIFD TO iNE FOCI OWING., DITCHES. BUILDING PG MEAS. PARKING AND THE SHAPING OF SHE PROROSD SWAGES, DRY DETENTION NABS LANDSCAPE ARRAS, NO PERIMETER BERMS. 4 j;gTdgtMT TS: THE CDNTPACiOA SHALL PROVIDE ALL THE MATEAS AND UBOA NECESSARY i 0 ECT WORN FOR iNE DRAINAGE IMPROVEMENTS A7 E LOCATIONSIZE HOWN FOLLOWING EMS IN ACCORDANCE WITH OPECHREE OUNTY & DOT STYPE S SPECIFICATIONS IT COSTS FOR EACH EM SMPLL BE THE COSTS SOCATD WISH ME DESIGN ND HE CONTRACTOR, 70 COMPLY WITH iNE TRENCH SAFETY ACT. LAWS OF FLORIDA, CHAFER 9D-96. TION SHALL THIS CULVERT BACKRILL TRENC BE I ACC RDAN ED WITH SECTIIO 025 8.3, HFOOTING TIIONS. DENSITY NTESTSESHALL BE LPROVIIDED AT THEN FOLLOWING VERTICAL LOCATIONS: TWO TESTS' AT SPAINGUNE (ONE EACH SIDE OF THE PIPE); ONE TEST' AT ONE-FOOT ABOVE PIPE; AND NE TEST' AT ONE-FOOT BELOW SUBGAP➢E OR FINISH GRADE. • = DENSITY OF AT LEAST 100& F MAXIMUM DENSITY AS DETERMINED BY AASMD T-99, METHOD C. THE MINIMUM NUMBER OF HORIZONTAL TEST LOCATIONS IS TWO PER CULVERT INSTALLATION. ONE PER INS UNEAL FEET OF PIPE AND/OR ONE PER 20 FEET OF PAVEMENT CROSSING WHICHEVER IS GREATER. ADDITIONAL TESTS MAY BE REQUIRED AT MORE FREQUENT INTERVALS IF DEEMED NECESSARY BY THE ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER. THE TESTING AND RETESTING NECESSARY TO ASSURE THAT THE WORK HAS BEEN PERFORMED IN STRICT COMPLIANCE WITH THESE ACTIONS. COST FOR THE INITIAL TESTING SHALL BE BORNE BY TH E OWNER. ANY RETEST REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS ABOVE SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. A. CULVERTS'. CONSTRUCTION METHODS FOR DRAINAGE CULVERTS SHALL CONFORM 10 THE REQUIREMENTS OF SECTIONS 125 AND 430, ROT SPECIFICATIONS. 1)fOARL A D 9N IM AP: ALL CAP SHALL BE ALUMINUM ALLOY ROUND PIPE HELICALLY WOUND CRRUMSEO PIPE CONFORMING TO MSHTO-M 196-74 AND FOOT SECTION 945. 2)Pn wuv -CHLORIDE PIE. ALL PVC SHALL BE ROUND SMOOTH WALL SHALL CONFORM TO MSHTO M 278 AND DOT SECTION 940. B. fORCD CONCRETE PIPS fA C P I' 1) EP SHAH CONFORM TO ME REQUIREMENTS OF GTM SPECIFICATIONS C-76, CUSS III, WALL THICKNESS B". LATEST REVISION. A AS MODIFIED BY BY SEC D07 41 SECTION FOOT STANDARD SPECIFICATIONS, LATEST REVISION, JOINTS GASKETS FOR PIPE SHALL C. rnxTROL SIRUCRIRS: PRE-CAST CONCRETE CATCH BASINS SHALL MEET THE REQUIREMENTS OF ASTIR SPECIFICATIONS C-170 AND FOOT STANDARD SPECIFICATION 425. CONCRETE FOR RE-CAST BASIN SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 RI AT 28 DAYS. SHOP DRAWING ARE REQUIRED. DEWATERING CONSTRUCTION DEWTEAING MAY REQUIRE A SHORT OR LONG - 1FRM DEWATERING PERMIT FROM ME SFWMD IF DEWATERING IS TO THE PUCE THE CONTRACTOR FM PRO AND INPACCORDANCENWITH ETHESE SPECIFICATIONS, FOOT AND OKEEAND TO CHOBEE COUNTY 5, ON THE PINS, SPECIFICATIONS. A PA M NT: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE EMS OF WORK FOR PAVING IMPROVEMENTS UNDER THIS SECTION AT THE LOCATIONS AND TO THE EXTENT SHOWN ON THE PLAINS. PAVEMENT SHALL ACCORDANCE WITH THESE PECIFCATIONS, FOOT NDRU OKEECHOEE SHOWN COUNTY SPECIFICATIONS. B 1) STABILIZEp SUBGRADF SHALL HAVE A MINIMUM FOV .10 OF 75, AND MINIMUM DENSITIES SHALL BE -180 METHOD C, AND METHODSI SHALLMBE fU NESHfD B7 EHCONTSRACTOR AND CONFORM lOA ERECTION 1 0 CCSTRUCTION SPECIFICATIONS FOR TYPE C STAST LIZATION AND PAID FOR AS PART OF THE WORK UNDER THIS SEHALIO . COMPACTED FOR SUBASPHALTTHIIRNTHE FAS, SHOWN ON PLANS. THIS STABILIZED SUBGRADE BE USED ~ COMPACTION. THE LEASE SHALL HAVE LCODENSTYR HAT IBS 8% OF SHOWN MAXIMUM AS DETERMINED BY THE AGHTO T-180 METHOD. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 200 OR 250, DOT SPECIFICATIONS, WHICHEVER IS APPLICABLE FOR THE BASE MATERIAL USED. THIS BASE COURSE SHALL BE USED FOR ALL ROADS. SIIZE SHALL BEC INS/2E AND SHALL HAVE A MINIMUM 331, 3) ESURFAC XEPT E THCOUSE AT THE SHALL MAXIMUM AGGREGATE ASPHALTIC POUNDS MARSHAL STABILITY. SHALL MEET THE IREMENT SN IN THESE STEEL RENFO CEDNAT THEEODIRECTION FFTHHE OWNER. 4) PLNSE ANDASHALIC EN EITHERPFIBER R ADDITIONAL TESTS MAY BE REQUIRED FOR THE DRIVEWAY CONSTRUCTION OR AT MORE FREQUENT INTERVALS IF DEEMED NECESSARY BY THE ENGINEER. r_ E4EM Nom: WITH ME INDEPENDENT TESTING T EHALL Bf THE RRPONSIBILM OF THE CONTRACTOR TESTING TO COORDINATE UBOA70ItY OESIGNAIED BY THE OWNER, THE E EING AND RE TESTING NECESSARY TO ASSURE THAT ALL PAVEMENT REUlEO WORN NAS BEEN PERFORMED IN STRICT COMPLIANCE WITH THESE SPECIFICATIONS. COST CA THE INITIAL 1ES71NC SFULL BE BORNE BY THE OWNER, ANY RETESTS ETESTS REQUIRED DUE TO O FAILURE 70 BEET THE MINIMUM REQUIREMENTS ABOVE SHALL BE PERFORMED AT ERIE EXPENSE OFF THE CONTRACTOR. MINIMUM TESTING DETERMINATION FOR ALL ITEMS OF WORK UNDER PAVING AREAS SHALL BE AS FOLLOWS: FLORIDA SOIL ITEM BEARING VALUE DENSITY THICKNESS SUBGRADE 100' 100' S0' UMROCK OR COQUINA BASE 100' 50' ASPHALTIC CONCRETE • - MAXIMUM SPACING SHOWN IN FEET. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 INCHES INSIDE THE FIRST EDGE; TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE REM TESTED. B. RAVFMEM MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUICD TO CONPlE1E SHE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAIND TRAFFIC STRIPES AND MARKIHLL CONFORM THE REMETS OF 711, SPECIFICATIONS. FOR THERMOPLASTICNGTR/tFIC STRIPES ANDTMARKIINGS RR THE NOCATIONSCSHOWN ON FTHE PUNS. 1) STRIPING AS SHOWN ON PLANS 2) MISC. TRAFFIC CONTROL AS SHOWN ON PUNS 3) ALL EXISTING MARKINGS THAT ARE IN CONFLICT WITH PROPOSED SHALL BE REMOVED VA HYDRO-BUSTING 4) ALL MARKINGS WITHIN FOOT RIGHT-OF-WAY SHALL E THERMOPLASTIC C. SIEGE:. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS TO INSTALL SIGNS AT THE LOCATION SHOWN ON THE PUNS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM 70 SECTION 700, FOOT SPECIFICATION AND OKEECHOBEE COUNTY SPECIFICATIONS. ALL SIGNS SHALL BE INSTALLED AS SHOWN ON PLANS. 6. FRIft AF PoIILrtpN CONTROL: THE CONTRACTOR SHALL TAKE SUFFICIENT PRECAUTIONS TO PREVENT WATER TDN WITH AQUATIC WEDS, FUELS, 0115, BITUMINOUS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS. ALSO, HE SHALL CONDUCT AND SCHEDULE HIS OPERATIONS SO AS TO AVOID POLLUTION OR SILTATION OF WATER BODIES R TO INTERFERE WITH INDIGENOUS WILDLIFE. THE INSTALLATION OF TEMPORARY EROSION ND POLLUTION CONTROL FEATURES SHALL BE COORDINATED WITH THE CONSTRUCTION F THE PERMANENT EROSION CONTROL FUTURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONTRACT. ANY EROSION OR SHOALING SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE DUE TO UNANTICIPATED CONDITIONS, THE ENGINEER MAY H EVE USE I OF CONTROL FEATURES R OR 9E HPAD ODS FOR OTHER THAN THOSA INCLUDED WORK. THE ORIGINAL CONTRACT. DIRECT THE D A. SOD SHALL BE PROVIDED AS SHOWN ON THE PUNS, INCLUDING BUT NOT UNITED TO, ALL DISTURBED AREAS, UTILITY CONSTRUCTION, SLOPES AND AREAS ASSOCIATED WITH THE DAY RETENTION AREAS, SWALES ALL CBAHIA SOD O AND SHALL SHALL CONFORM WATERING REQUIRE ROICTTI IS COMPLETEDSPECIFICATIONS, FOR ARGENTINE B. ALL AREAS NOT SCHEDULED FOR SOD PER THESE PLANS NOR SCHEDULED TO BE STABILIZED PER THE LANDSCAPE PLAN (PROVIDED BY THE LANDSCAPE ARCHITECT) SHALL E STABILIZED WITH SEED AND MULCH. C, P TION CONTROL WATER POLLUTION AND TURBIDITY CONTROL SHALL BE REQUIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE DEPARTMENT F ENVIRONMENTAL PROTECTION STANDARDS, LOCAL REGULATIONS AND REQ O SECTION PTIONS; iS1ED PLE OgUIREMTEH IS ICBERUDDI GIBYT~O~LISDMEM OBISIN,RSILLTT FENCE OR TURBIDITY HIGH IN CANALS. AUPRESERVE AREAS OR IN A POSITION BARRIER: 11E EXCAVATED VATTHERETO. EDD MATERIAL B SHALE HOT AWAY DEPOSITED 7, RECORO DAWINGS: AFTER COMPLETION OF THE CONTRACT WORK, BUT PRIOR TO SUBMITTAL OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR SHALL PROVIDE FINAL RECRD DRAWINGS TO THE OWNER F THE IMPROVEMENTS. THE RECORD DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE O.UA, F.O.O.T., D.E.P., S.F.W.M.D. AND OKEECHOBEE COUNTY, AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: THE FINAL LOCATION, BY REFERENCE TO AT LEAST TWO COMPLETED VISIBLE IMPROVEMENTS OR OTHER PERMANENT PLANS.S VEEROF PERTINENT I CAMMI OF POINTS THE ALL DESIGN POINTS. PAVEMENTFND DRAINAGE IMPROVEMENTS. ALL REVISIONS TO THE INCLUDE ELEVATIONS DIMENSION, ELEVATION. PIPE SLOPES, PIPE LENGTHS, INLETS AND CONTROL STRUCTURES LOCATION AND ELEVATIONS AND ALL OTHER INFORMATION NECESSARY TO HORIZONTALLY AND VERTICALLY LOCATE AND OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. DRAWINGS SHALL INCLUDE', A. INDICATION OF ANY CHANGES OR VERIFICATIONS GET MARKED 13 INDICTION OF ALL 'PROPOSED' R 'CONSTRUCTS' C. CHANGES TO LOCATIONS OF PIPE, VALVES, FITTINGS OR MANHOLES, ETC D. A DETAIL BOX OF ANY SUBSTANTIAL CHANGES E. ALL ELEVATIONS FOR MANHOLES AND LIFT STATIONS F. ALL GRADES AND FOOTAGE ON SANITARY RUNS THE CONTRACTOR SHALL PROVIDE FIVE SETS OF RECORD DRAWING PRINTS, ONE SET OF MYLAR AND ONE COPY EPAYMENT NOTES THTO THE OWNER THAT E RECORD DRAWINGS A SHALL SIGNED BE ON AND A LUMP SEALED SUM BY A BAIFLORIDA REGISTERED LAND SURVEYOR. g SEWER SYSTEM cRM M: PER STATE OF FLORIDA DEPARTMENT OF HEALTH F.A.C. CHAPTER 64E-6.005, TO PREVENT UNSAFE DISCHARGE DA HEALTH 17ARDS SEPTIC SYSTEMS MUST MEET ME FOLLOWING SETBACK CRITERIA: F.AC. CHAPTER 64E-6.006(1) SYSTEMS AND SEPTAGE STABILIZATION FACILITIES ESTABUSHED AFTER THE EFFECTIVE GATE (EFFECTIVE DATE MAY 24, 2004) OF THE RULE SHALL BE PLACED NO CLOSER THAN THE MINIMUM DISTANCES INDICATED FOR THE FOLLOWING: (e) SEVENTY-FIVE Y WATER WELL G VATS POTABLE WELL AS EFINED)().RULE 64E-6.002(44)(°), OR A FEET FROM A RULE M DEFINED (d) FIFTY FEET FROM A NON-POTABLE WATER WELL AS DEFINED IN RULE 64E-6.002(39). (e) TEN FEET FROM ANY STORM SEWER PPE, TO THE MAXIMUM EXTENT POSSIBLE, BUT IN NO INSTANCES SHALL THE SETBACK BE LESS THAN 5 FEET. -WATER THE TION AR (1) FlDESIGNED TTOFCONTAINE STANDINGHOR FLOWINGLIWATR FOR LLESSRTHAN 72 AS.OURS EAFTR ARRANFALL ORALS THE DESIGN HIGH-WATER LEVEL OF NORMALLY DRY DRAINAGE DITCHES OR NORMALLY DRY INDIVIDUAL-LOT STORMWATR RETENTION AREAS. F.A.C. CHAPTER 64E-6005(3) EXCEPT FOR THE PROVISION OF S. 381 0065(4)(9)1. AND 2. F.S, SYSTEMS AND SEPTAGE STABILIZATION FACILITIES SHALL NOT BE LOCATED LATERALLY WITHIN 75 FEET OF TH E BOUNDARIES OF SURFACE WATER BODIES. SYSTEMS AND SEPTAGE STABILIZATION FACILDIS SHALL BE LOCATED A MINIMUM OF 15 FEET FROM THE DESIGN HIGH WATER LINE F A SWALE. RETENTION OR DETENTION AREA DESIGNED 70 CONTAIN STANDING OR RETENTION ARCHGWATER lF/E1 OF NORMALLY DRY DRY INDMDUAI AFTER LOT A RAINFALL, OR STORM WTER THE DESIGN FLOWING DRAINAGE WATER DITCHES OR S NORMALLY 72 HOURS I I. ALL NEW AND RELOCATED WATER SERVICES SHALL BE IN CONFORMANCE WITH THE STATE PLUMBING CODE, NO SHALL Try's MEET EV ALVES. AND FIRE HYDRANTSAUTHOR SHALLL( BEA)INCCONFORMNCENMITHDAPP ICABLE AMERICAN OWAATID WATER TER WORKSMMN PIPE FITTINGS, , AND "N PIPE AND ONTAIN TGHASOLEIG~I PECEMSLEAO.A40L1 SOLDER AND RU%FFOADNEWTANO RELOCATED WATTS SERMCS LSOHALL COFAINMNOE MORE THAN 0.2 PERCENT LEN. 2. ALL PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF NEW OR RELOCATED WATER MAIN PIPE SHALL BE N CONFORMANCE WITH APPLICABLE AWWA STANDARDS. 3. NEW AMID RELOCATED WATER MAINS AND APPURTENNCS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS ANO/OR THE MANUFACTURER'S RECOMMENDED PROCEDURES. 4. ANY ROCK AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS AND/OA THE PIPE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES FOR NEW AND RELOCATED WATER WIN PIPE SHALL BE REMOVED TO A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE, AND CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE. BACKFILL MATRAI SHALL BE TAMPED IN LAYERS AROUND NEW AND RELOCATED WATER MAIN PIPE TO A SUFFICIENT HEIGHT ABOVE SUCH PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIE. 5. ALL TEES, SENT'S GREATER THAN 10 DEGREES. PROVIDED WITH RESTRAINED JOINTS TO PREVENT PLUGS. RESTRAINED JOINTS SHALL E DIPD AS AFO 5NS SHALL BE RESTRAINED JOINT SHALL BE U.S. PIPE FIELD LOK, AMERICAN DUCTILE IRON PIPE LR-FAST, EBN IRON MEGA-LUG, OR AN EQUIVALENT PRODUCT. THE RESTRAINT METHOD SHALL BE SUITABLE FOR THE PIPE SORE THICKNESS AND TEST PRESSURE AS REQUIRED FOR THE SPECIFIC DESIGN CASE. 6. ALL NEW AND RELOCATED WATER MANS SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. PSI?ALL CONNECTIONS TOND 7 NEW AND FATCE. THE WATER HYDROSTATIC TEST SHALL BE OFC2RHOURS DURATIONAAT C600, SECION 4, C601. C651 RULE EXISTING MAINS SHALL BE MADE AFTER COMPLETE DISINFECT ION OF THE PROPOSED SYSTEM, AND SHALL BE MADE UNDER THE DIRECTION OF A REPRESENTATIVE OF THE OKEECHOBEE UTILITY AUTHORITY. ALL CONNECTIONS TO EXISTING MAINS LL BE ES DESCRIBED OE UNDR IN THE DIRECT THE OW MANUAL SIGN OF THE QUA. ALL WORK SHALL BE PERFORMED ACCORDING TO THE PROCEDURES OF STANDARDS. 8. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NECESSARY TO PERFORM THE OPERATIONS REQUIRED TO COMPLETE THE TESTING AND STERILIZATION, THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL WATER REQUIRED FOR TESTS AND FLUSHING, 9. AFTER THE LEAKAGE TEST RAS BEEN PERFORMED, EACH SECTION OF THE COMPLETED PIPELINE SHALL E THOROUGHLY FLUSHED. (MINIMUM AMOUNT OF WATER USED FOR RUSHING SHALL BE 216 TIMES THE VOLUME OF THE COMPLETED SECTION OF PIPELINE.) FOLLOWING THE FLUSHING OF THE COMPLETED PIPELINE, THE CONTRACTOR SHALL STERILIZE ALL DISTRIBUTION AMID SERVICE MANS PER AMA 0-601. THE DISINFECTING AGENT SHALL REMAIN IN THE PIPELINE WATER IOD. THE OUT. SAMPLES UGHLY FLUSHED AGAIN SYSTEM SHALL THEN TTIEENN BYO THE CONTRACT RRAND DELIVERED By SHIML TO HE CO NTYRHEALTH DEPARTMENT OR APPROVED LABORATOR'E FOR ANALYSIS, 10. IF THERE ARE ANY NEW OR RELOCATED WATER MAINS THAT CROSS ANY SANITARY SEWERS, FORCE MAINS, R RCWMED THE OUTSIDE OF THE WATER MANSS AND THE OUTSIDE OF PIPELINES SUCH PIPELINES•OR SUCHA CROSSING DISTANCE MUOF IS ST BE THE WATER MAINS INCHES BETWEEN ARRANGED SO THAT ALL PIPE JOINTS ARE EQUIDISTANT RN THE POINT F CROSSING WITH NO LESS THAN TEN FEET BETWEEN ANY TWO JOINTS (OR, ALTERNATIVELY, THE SANITARY SEWERS, STORM SEWER, FORE MANS, AND RCIAWED WATER LINES AT SUCH CROSSINGS MUST BE PLACED IN SLEEVES OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE TEN-FOOT SEPARATION BETWEEN JOINTS); R DATA JUSTIFYING AN EXCEPTION TO THESE SEPARATION REQUIREMENTS MUST BE ATTACHED IN ACCORDANCE WITH RULE 62-555.314(4), F.A.C. ACCORDANCE 11. PROJECT SPECIFICATIONS, AND WITHP THE TOTE CSTONFLICTS ANDARD B EMENT A FRTFNRESOWOTIONRAOHF CO FLLICTSTCONTAINED BEINRTHESOLVED APPROVAL OF THE ENGINEER AND THE QUA. 12 ALL POTABLE WATER SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION F "MINIMUM REVI IONS AND ANDBWATR DISTRQUA THIS INSYSTEMES TEC NI AL AND THERETO AS BUTHISCNOTSLMRD TO PPE MATERIALS, TS. FITTINGS, GRAVITY SEWER LEAKAGE TESTING PTED HYDROSTATIC AND LEAKAGE TESTING. 13. ALL PIPE LENGTHS SHOWN ARE "PLUS R MINUS' DIMENSIONS AND ARE MEASURED FROM CENTER OF FITTINGS AND/OR STRUCTURES. PAYMENT SHALL BE BASED ON PLAN QUANTITIES. 14. WATER MAIN LENGTHS SHALL BE ADJUSTED AS NECESSARY TO PROVIDE ADEQUATE LENGTHS FOR THE INSTALLATION OF FIRE BLOCKS,O NEC ANIAND SERVICE C& JOINTS AND OTHER ACCESSORIES AND APPURTENANCES NECESSARY SHALL i EL Cc STRUCTION. 15. WATER AVEMENT WITHHIN PUBLICN RIGMHF-WAY MINIMUM WHERE MINIMUM COVER S~ BE 36 INCHES AND MAXIMUM OF 42 INCHES. 16. POLYVINYL CHLORIDE PIPE (PVC) FOR PIPES 3" OR LESS SHALL MEET THE REQUIREMENTS OF ASTIR D-1785 (SCHEDULE 60) OR ASTM D- 2241. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJUSTMENT OF VALVE BOX COVERS, GRATES, CLEAN OUTS, RC.. NECESSARY TO MATCH FINAL GRADES AS SHOWN ON PLANS. 18. WATER SERVICES SHALL BE EXTENDED TO THE RIGHT-OF-WAY LINE. 19. METALLIC-BACKED INDICATOR TAPE AT LEAST 3" WIDE SHALL BE INSTALLED OVER All PVC MAINS Al 10" BELOW GRADE THE COLOR SHALL BE BLUE. A LOCATOR BALL SHALL ALSO BE PLACED AT EACH FITTING AND CHANGE IN DIRECTION OF THE PIPE. 20. THE FIRE HYDRANT ASSEMBLIES SHALL BE CONSTRUCTED WITHIN THE RIGHT OF WAY. STANDARD ~'IATE@~S~"MFR 5 PARTITION STATEMENT A. SANITARY SEWER, FORCE MANS, SEWER LATERALS AND STORM SEWERS SHOULD CROSS UNDER WATER MAN WHENEVER POSSIBLE EA MSANITARY SEWERS, FORCE INIMUM VERTICAL DIISTANCEMA F 18L INCHES T BETWEEN THE INVERT OF THE UPPER PIPE AND THESCROWN OF THE LOWER PIPE WHENEVER POSSIBLE WHERE SANITARY SEWER, FORE MAIMS, SEWER LATERALS AND STORM SEWERS MUST CROSS A WATER MAN WITH LESS THAN IS INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE WON PIPE (DIP) AT THE CROSSING. (DP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A HIN 20 FEET F THE MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WIT CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE F 6 INCHES MUST BE WINTNND AT ALL CROSSINGS. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONVICTS WITH AN EXISTING PIPE WITH LESS THAN 16 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. B. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE R IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER WIN MUST BE LAID IN A SEPARATE NTLRAN UNDISTRIBUTED EARTH S AR MAN IS LL AT LOCATED LEAST 18 ON ONE SIDE OF INCHES ABOVE THE L TOSEWER OR P OF THE FORCE AN ELEVATION THAT THE BOTTOM OF THE SEWER. "ERE IT 6 NOT POSSIBLE TO MANTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATION,PEX (THECEPT WATESRTOR MAIMSEYIEN SHALLRB)BEWRH A CONSTRUCTED F DIP AND THE SEWER OR THE FORE MAN SHALL BE CONSTRUCTED OF DI MINIMUM LOCADISTANCE TED AS F AR 6 AINCHES. RS iPOSSIBLE FPM JOINTS ON ALWAYS BE THE SEWER ABOVE FORCE WIN (S HAGGERED THE WATER WIN SHALL BE JOINTS) C. ALL DIP SHALL BE CUSS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHAG BE USED AS DETERMINED BY THE DESIGN ENGINEER. OF RECLAIMED DOMESTI 0 HOMAXIMUM RIZONTAL SEPARATIONEOfF FENFEET (CENTER TO AENTR)EOR HREE FEETC(OUTSDE ONTO OSHALL U7SDE)E SHALL BED MAINTAINEDM BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MANS AND BETWEEN SEWAGE REGOMEO WATR LINES AND COLLECTION ONES. A MINIMUM VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECUIMEO WATER ONES ANO POTABLE WATER MANS OR SEWAGE COLLECTION LINES AND SEWER LATERALS. AT CROSSINGS PROVISIONS OF FAC RULE 17-604 AND 10 STATES STANDARDS APPLY. ADDITIONAL CONSTRUCTION NOTES ALL OFFSITE AREAS WILL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS, INCLUDING LANDSCAPING AND SOD. NO CLEARING OF PARCEL IS PERMITTED UNTIL A BUILDING PERMIT HAS BEEN ISSUED. SHALL BE RESPOPNESLIEARIILiF SONS HOBTAI WNRKING A OEWATEAING S ©2007 LBFHIn_ Y DATE RM ~ CONSULTING CIVIL ENGINEERS, THE LAKE HOUSE LBFH PROJECT N°' VERIFY SCALE Lb SURVEYORS & MAPPERS CITY OF OKEECHOBEE 05-0260 Date 11 30 20os BAR IS EQUAL TO ONE "Partners For ResvLts, s°°Ie. 7 INCH ON ORIGINAL DRAWING INC. Value By DesigTe, SHEET DB99D By AA O 1 A Boo. Elgin-Ing Company SPECIFICATIONS & SUPPLEMENTARY SP-1 Dro.N By:- 421 N.W. 3rd Street, Okeechobee, FI 34972 CONDITIONS SHEET Check By MM ADJUST ALL SCALED (863) 763-8999 Fax: (863) 763-6692 DIMENSIONS ACCORDINGLY BPR & FBPE License No: 959 www.lbfh.com