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2020-02-20
CITY OF OKEECHOBEE, FLORIDA as FEBRUARY 20, 2020 *91 TECHNICAL REVIEW COMMITTEE MEETING SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Montes De Oca called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, February 20, 2020, at 10:04 A.M. in the City Council Chambers, 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. II. ATTENDANCE Technical Review Committee Secretary Patty Burnette called the roll. City Administrator Marcos Montes De Oca, Public Works Director David Allen, Building Official Jeffery Newell, Police Chief Bob Peterson, and Fire Chief Herb Smith were present. CITY STAFF City Planning Consultant Ben Smith, LaRue Planning and Management and Okeechobee Utility Authority (OUA) Executive Director John Hayford were present. The City Attorney, School Board Representative, and Okeechobee County Environmental Health Director Victor Faconti were absent with consent. III. AGENDA A. There were no requests for the additions, deferrals, or withdrawal of agenda items. B. A motion was made by Fire Chief Smith to approve the agenda as published; seconded by Public Works Director Allen. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. IV. MINUTES A. A motion was made by Building Official Newell to dispense with the reading and approve the October 17, 2019, regular meeting minutes; seconded by Public Works Director Allen. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. February 20, 2020 Official Agenda Page 1 of 4 V. NEW BUSINESS A. Chairperson Montes De Oca yielded the floor to City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services. He briefly reviewed the Planning Staff Report for Site Plan Review Application No. 20 -001 -TRC, regarding the redevelopment of the existing Burger King, constructing a proposed new approximately 3,910 square foot restaurant with dual drive through and associated site improvements located at 604 Northeast Park Street, on approximately 2.58 unplatted acres. The subject property encompasses two parcels. The Northern parcel is 1.32 acres and the Southern parcel is 1.26 acres. The restaurant redevelopment will occur on 1.75 acres. The remaining 0.83 acres will be reserved for future development. The redeveloped restaurant is proposed with the following features: 52 parking spaces and dual drive through ordering lanes merging into a single lane for payment and pickup. They will operate 16 hours a day with approximately eight employees per shift. The Applicant, Bravoflorida, LLC, has submitted a concurrent request to change the Future Land Use designation from Single Family Residential to Commercial on 0.41 acres located on Northeast Park Street and 1.26 acres located on Southeast 6th Avenue. This application is scheduled to be heard at this evening's Planning Board Meeting. The Applicant has provided a letter stating that the potable water and sanitary sewer disposal services will be provided by the OUA and adequate capacity exists to serve the proposed development. Regarding solid waste disposal, service will be provided by Waste Management, which has stating service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. Carlos A. Solis P.E. has prepared a site drainage report addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management District (SFWMD). RAYSOR Transportation Consulting, LLC was retained to review the traffic analysis preparing a traffic impact statement indicating that the proposed redevelopment is expected to generate an increase of 336 net new daily external vehicle trips, 24 net new external AM peak hour trips, and 20 net new external PM peak hour trips. These projected increases are not expected to have a significant impact on the surrounding roadway network. With the exception of two directional arrows on the site plan that indicate to the contrary, most of the circulation is intended to flow one-way counterclockwise around the site. Internal circulation issues (especially when the drive through queue is extended) would likely be reduced if these two clockwise arrows are reversed so that all traffic is directed counterclockwise. The proposed loading zone is of adequate size and is located such that access should not be restricted as long as there is no overflow of the drive through lanes. Trash pickup and deliveries should be scheduled for off peak hours so that there are no conflicts with drive-through customers. The dumpster enclosure is appropriately located at the rear of the loading zone. The dimensional standards review appears to meet the requirements except for no sidewalks are proposed on the subject property. Though a sidewalk is already provided in the right-of-way along State Road 70 (Park Street) there is no existing February 20, 2020 Official Agenda Page 2 of 4 or proposed sidewalk on Southeast 6t" Avenue. In conclusion, Planning Staff is recommending approval of the site plan, as submitted, with the above stipulations. 1. Building Official: Building Official Newell discussed adding a sidewalk along the East side of Southeast 6t" Avenue. He stated he concurred with the Planner regarding the internal circulation and that the directional arrows on the West side should all go in one direction. Otherwise, he commented that it was a good project. Fire Chief: No issues were received. Police Chief: No issues were received. Public Works Director: Director Allen discussed adding a sidewalk along the East side of Southeast 6t" Avenue. Chairperson Montes De Oca recommended to continue curbing from State Road 70 around onto the East side of Southeast 6t" Avenue and install the sidewalk against the curb. The sidewalk should travel the length of the property currently being developed leaving the remainder to be installed in the future when the rest of the property is developed. The sidewalk is to have handicap ramp and crosswalk at the entrance to the project on Southeast 6t" Avenue. He further commented he doesn't have as big of a concern with the internal rotation as the Applicant's representative has explained the turnaround time is between three and five minutes. He inquired as to whether there were any stabilization issues with the Taylor Creek bank. Lastly, he mentioned future plans have been reviewed for installing a dock on the West side of Taylor Creek. OUA: Director Hayford commented the fire hydrant shown on the East side of Southeast 6t" Avenue on page C06 of the plans submitted, is not required as a hydrant currently exists across the street on the West side of Southeast 6t" Avenue. Fire Chief stated there was sufficient usage from that hydrant. County Environmental Health Dept: No issues were received. 2. Mr. Robin Kendall, representative for the Applicant, Bravoflorida, LLC, was present and available for questions. Regarding the internal circulation he stated the Applicant would prefer to keep the presented circulation flow. There were no stabilization issues with the bank and since the fire hydrant was not needed it would be removed from the plans. 3. Chairperson Montes De Oca opened the floor for public comments or questions and there were none. February 20, 2020 Official Agenda Page 3 of 4 VI 4. Chairperson Montes De Oca disclosed he had spoken to Mr. Kendall on several occasions regarding the project. A motion was offered by Building Official Newell to approve Site Plan Review Application No. 20 -001 -TRC, redevelopment of the existing Burger King constructing a proposed new 3,910± square foot restaurant with dual drive thru and associated site improvements located at 604 Northeast Park Street, unplatted approximately 2.58 acres with the following contingencies: pending recommendation of approval by the Planning Board to the City Council for the submitted Future Land Use Map Amendment change request; a sidewalk to be installed along the East side of Southeast 6th Avenue to include curbing, ADA crosswalk at the entrance to the site on Southeast 6th Avenue, and landscaping; Unity of Title for the area being developed so as to not create any nonconformities; remove fire hydrant indicated on page C06 of the plans submitted; it is recommended but not required, to consider a counter clockwise internal circulation and to consider changing the type of drainage pipe being installed; seconded by Public Works Director Allen. a) The Committee offered no further discussion. b) Chairperson MontesDeOca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 10:33 A.M. Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos Montes_De-ca, Chairperson /_1i14�5 Patty M. Burnette, Secretary February 20, 2020 Official Agenda Page 4 of 4 CITY OF OKEECHOBEE FEBRUARY 20, 2020 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: February 20, 2020 Technical Review Committee Meeting, 10:00 A.M. IC '• ' ' I A. Pledge of Allegiance STAFF ATTENDANCE - Secretary Present Absent Administrator Montes De Oca Building Official Newell Chief Peterson Chief Smith Engineer Public Works Director Allen Position vacant at this time Non -Voting Ex -Officio Members: City Attorney Environmental Health Director Faconti OUA Executive Director Hayford Planning Consultant Smith School Representative Committee Secretary Burnette General Services Secretary Montoya ✓ W1 III. AGENDA — Chairperson. A. Requests for the addition, deferral or withdrawal of items on today's agenda. d O(Z . B. Motion to adopt agenda cVV -o r= srv11��, IV. MINUTES - Secretary. P!4 oA(Cd-Ppy?)d A. Motion to dispense with the reading and approve the Minutes for the regular meeting of October 17, 2019. moved to dispense with the reading and approve the Minutes for the regular meeting of October 17, 2019; seconded by -ft lk VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith APPROVED I DENIED V. NEW BUSINESS - Chairperson. A. Site Plan Review Application No. 20 -001 -TRC, redevelopment of the existing Burger King constructing a proposed new 3,910± square foot restaurant with dual drive thru and associated site improvements located at 604 NE Park Street, unplatted 2.58± acres - Planning Consultant. 1.) Review Planning Staff Report. The subject property encompasses two parcels. The Northern parcel is 1.32 acres and the Southern parcel is 1.26 acres. The restaurant redevelopment will occur on 1.75 acres. The remaining 0.83 acres will be reserved for future development. The redeveloped restaurant is proposed with the following features: • 3,910 square feet of floor area • 52 parking spaces • Dual drive through ordering lanes merging into a single lane for payment and pickup • Construction Type VB • Double dumpster enclosure with outdoor storage attached to the building • Operate 16 hours a day with approximately 8 employees per shift. • No fire sprinklers. There are no residential areas immediately adjacent to the site and the main foreseeable compatibility issue is the minor increase in vehicle trips that are expected to be generated by the redevelopment. POTABLE WATER AND SANITARY SEWER: Services will continue to be provided by the Okeechobee Utility Authority (OUA) and adequate capacity exists to serve the 2 proposed development. SOLID WASTE DISPOSAL: Service will be provided by Waste Management, which has stating service is available and adequate capacity exists in the County's solid waste facility, to serve the proposed development. DRAINAGE: The Applicant has prepared a site drainage report prepared by Carlos A. Solis, P.E. addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management: District (SFWMD). TRAFFIC GENERATION: Raysor Trasportaion Consulting has prepared a traffic impact, statement for the Applicant indicating that the proposed redevelopment is expected to generate an increase of 336 net new daily external vehicle trips, 24 net new external AM peak hour trips, and 20 net new external PM peak hour trips. These projected increases are not expected to have a significant impact on the surrounding roadway network. The current Burger King restaurant has ingress/egress on SE 6t" Ave and Park St. Those existing ingress/egress locations are proposed to remain and an additional ingress/egress location is proposed leading to the remaining vacant parcel. The access driveway from Park St is 36' wide, the access from 6t" Ave is 30' wide and the access for the remaining vacant parcel to the south is 24' wide. With the exception of two directional arrows on the site plan that indicate to the contrary, most of the circulation is intended to flow one-way counterclockwise around the site. Internal circulation issues (especially when the drive through queue is extended) would likely be reduced if these two clockwise arrows are reversed so that all traffic is directed counterclockwise. The proposed loading zone is of adequate size and is located such that access should not be restricted as long as there is no overflow of the drive through lanes. Trash pickup and deliveries should be scheduled for off peak hours so that there are no conflicts with drive- through customers. The dumpster enclosure is appropriately located at the rear of the loading zone. Fire truck access will be addressed by the Fire Chief. Dimensional standards review appears to meet the requirements except for no sidewalks are proposed on the subject property. Though a sidewalk is already provided in the right- of-way along Park Street there is no existing or proposed sidewalk on 6t" Ave. Recommending approval with the following contingencies: 1. Applicant should provide a sidewalk on the subject property along SE 6t" Ave. 2. Applicant should consider making the entire development one way. 3.�UN� C'ha�n9e 06 d -d6 -ab C'e 3_/Td0 L4. arch, 0�_ Jlilc 2•) City Staff comments. �7, 8 o-s K �(fe(f�rrcc� Ct V'vuu?5 6r1 t Ps -f stye_ 68 (r1 ore d wr, 6-X �1 �c ���0. l K O✓i SE 10 NC PC - I-)c- %� `moi f i c.f`r 5E Mp . (�Vvfttt ( S 14 111 el- �a4tf,- t+ of )7 d d y S tri 3.) Hear from the property Owner or Designee/Agent — Mr. Robin Kendall, on behalf of the Applicant, Bravoflorida, LLC. (°Lrcc� a) Pre erno1I 4o ILup a,�g 4.) Public comments or questions from those attending or submitted to the Committee Secretary. 6� 2 5.) Disclosure of Ex -Parte Communications by the Committee. AtIOWCOS — SpOILc W Nle �ob-►r KeO�" 2t We A. q4,0 s 6.) Consider a motion to approve or deny Application with/without contingencies. A motion was offered by �`����'� 1 to approve Site Plan Review Application No. 20 -001 - TRC, redevelopment of the existing Burger King constructing a proposed new 3,910± square foot restaurant with dual drive thru and associated site improvements locatedt 604 NE Park Street, unplatted 2.58± acres with the following contingencies; seconded by i& IJer-\ '65- L"�e-Ir . q i S� Ci E ODO-1 a v �tS 00-pt, J (il p�rt�s ,�l�JYI a. Discussion. Inc Le � J GLc +^ �' ✓ C �OCiCGc>l ems. I C-�f'ry, � � �' t YCc.� CCS. -i� 6r� 4 OonSrcuer 2 b. Vote on motion. VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith APPROVED I DENIED VI. ADJOURN - Chairperson. There being no further items on the agenda, Chairperson adjourned the Technical Review Committee Meeting at a.m. RA CITY OF OKEECHOBEE r TECHNICAL REVIEW COMMITTEE 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, FLORIDA 34974 9 S. OFFICIAL AGENDA FEBRUARY 20, 2020 10:00 A.M. I. CALL TO ORDER A. Pledge of Allegiance II. ATTENDANCE Voting Members: Marcos Montes De Oca, City Administrator David Allen, Public Works Director Jeffery Newell, Building Official Bob Peterson, Police Chief Herb Smith, Fire Chief Non -Voting Ex -Officio Members: City Attorney Ben Smith, City Planning Consultant, LaRue Planning and Management Victor Faconti, Okeechobee County Environmental Health John Hayford, Okeechobee Utility Authority School Representative Patty Burnette, Committee Secretary Yesica Montoya, General Services Secretary III. AGENDA A. Requests for the addition, deferral or withdrawal of items on today's agenda. B. Motion to adopt agenda. IV. MINUTES A. Motion to dispense with the reading and approve the Minutes for the regular meeting of October 17, 2019. V. NEW BUSINESS A. Site Plan Review Application No. 20 -001 -TRC, redevelopment of the existing Burger King, constructing a proposed new 3,910± square foot restaurant with dual drive thru and associated site improvements located at 604 NE Park Street, unplatted 2.58± acres - Planning Consultant. 1. Review Planning Staff Report. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent - Mr. Robin Kendall, on behalf of the Applicant, Bravoflorida, LLC. 4. Public comments or questions from those attending or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications by the Committee. February 20, 2020 Official Agenda Page 1 of 2 V. NEW BUSINESS CONTINUED A. Site Plan Review Application No. 20 -001 -TRC continued. 6. Consider a motion to approve or deny Application with/without contingencies. a. Discussion. b. Vote on motion. VI. ADJOURN MEETING 1 Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Board Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex -parte communication are given reasonable opportunity to refute or respond. Please be advised that should you intend to show any document, picture or video or item to the Board in support or opposition to any item on the Agenda; a copy of the document picture, video or item MUST be provided by the Board Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department no later than two business days prior to the proceeding, 863-763-3372. February 20, 2020 Official Agenda Page 2 of 2 Lake Okee 'hb ee 107 SW 17th et, Suite D� NDEPENDENTOkeechobee, 'da 34r�'< 863-763 NEWSMEDIA INC. USA 9 11 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken Muros, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published in Okeechobee CotintpFl rida, that the attached , copy of an advertisement being a �1 in the the matter of in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Katrina Elsken Muros Sworn to and subscribed before me this '' day of -, i c 0' AD Notary Public, Stagy to of Florida at W �rur•• *� Ir1YCOMM159KKiifF978149 D�PIRES:AM 2D UM ga�'�vuNo}aryPuDNalhidawtlNn ���, �MITIEE MEE7•AiG cEisNaey,azmeoq ar'°°eee 2 �r�,sssE�►ave,w„zoo, AW PEOM aui smade„s b ,N�e�tlreayyasddB�edW Miaf��tl# (�b��eSsPdP b�Wg, �3.76i-��• vides e�arnnsm+nuAm Vouk odb34M ,,,• � ag'e .eao�vvl I tld ap�hW2° aM��q°^dedmthe"aafwm, eEnw�h. 0WM0*)W COM nTzrus h '� IS PWM �M SPATE PUBLTG =ANDSU ,,, Qy V0M5De0CB K) CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 3 �.OF.oKEF Date Received M-15-0 Application No. 60 I —TWG City of Okeechobee ki _ 4i General Services Department 55 S.E. 3'd Avenue, Room 101 Fee Paid: f 0n qoi- 011556 Okeechobee, Florida 34974 Receipt No. (P8 O Phone: (863) 763-3372, ext. 9820 Fax: (863) 763-1686 _ - E-mail: pburnetteCei)citvofokeechobee.com Hearing Date: 91 J APPLICANT INFORMATION 1 Name of property owner(s): Bravoflorida, LLC 2 Owner mailing address: 4220 Edison Lakes Parkway, Mishawaka, IN 46545 3 Name of applicant(s) if other than owner: SAME 4 Applicant mailing address: 5 Name of contact person (state relationship): Robin Kendall - Dir of Engineering Design 6 Contact person daytime phone(s) and email address: 813 559-8256 rkendall@gdi.com Engineer: Name, address, phone number and email address: 7 Carlos A. Solis, P.E. #42758 PO Box 431764, Big Pine Key, FL. 33043-1764 813.426.4880 cas58@earthlink.net Surveyor: Name, address, phone number and email address: 8 David Briggs, PSM 5890 406 SW Rutledge Street, Madison FL. 32340 850.973.6166 thompsonsurveying@earthlink.net PROPERTY and PROJECT INFORMATION Property address/directions to property: 604 NE Park St, Okeechobee, FL 34972 9 10 Parcel Identification Number 3-21-37-35-0020-02520-OOAO & 3-21-37-35-0020-02520-OOA1 11 Current Future Land Use designation: Commercial & SF Residential 12 Current zoning district: Heavy Commercial (CHV) Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 Bravoflorida, LLC is proposing to redevelop the Burger King restaurant at 604 NE Park St in the City of Okeechobee. A New 3,910 SF Restaurant with double drive-thrus, and associated site improvements will be constructed. The proposed Construction Type will be VB. A proposed Double Dumspter Enclosure with outdoor storage is attached to the building. No Change in Use is proposed. The restaurant will operate 16 hours a day, with approx. 8 employees per shift. The Proposed Building will NOT be sprinkled. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. The Existing Burger King restaurant and all existing Site Improvements will be removed and 14 replaced. 15 Total land area in square feet (if less than two acres): or acres: 2,58 16 Is proposed use different from existing or prior use (_Yes) (__V( No) Rev. 10/18 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 For questions relating to this application packet, call the General Services Dept, at (863) -763-3372, Ext. 9820 Rev. 10/18 Number and description of phases: 2 Phases. 17 Phase 1 - Burger King redevelopment 21 Phase 2 - Future Commecial 18 Source of potable water: Okeechobee Utility Authority 19 Method of sewage disposal: Okeechobee Utility Authority - Gravity service For questions relating to this application packet, call the General Services Dept, at (863) -763-3372, Ext. 9820 Rev. 10/18 ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property. 21 One (1) copy of last recorded warranty deed. 22 Notarized letter of consent from property owner (if applicant is different from property owner). Three (3) sealed boundary and topographic, "as is" surveys (one to be no larger than 11 x 17) of the property involved including: 23 a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre 24 Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included). 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. 27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Eleven (11) copies of photometric lighting plan (see Code of Ordinances & LDR's Section 78-71(A)(5)). 29 Three (3) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or �30 proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. 31 USB flash drive of application and attachments. Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and nmeuLDLLm to 30 days and may result in the summary denial of this application. DJ Fitzpatrick I Z11-7111 Si ture Printed Name Date For questions relating to this application packet, call the General Services Dept, at (863) -763-3372, Ext. 9820 Rev. 10/18 CITY OF OKEECHOBEE Application for Site Plan Review Page 3 of 3 City of Okeechobee Checklist for Site Plan Review Rev. 10/18 REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Nine (9) copies of sealed site plan drawings with the scale, legend, and author block on 11" by 17" sheet prepared at a scale no less than one inch equals 20 feet & Two (2) copies on 24" by 36" sheet prepared at a scale no less than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights-of-way 3.3 Utility lines/facilities, fire hydrants, septic tanks and drainfuelds 3.4 Bridges, culverts and stormwater management facilities 3.5. Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On-site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations Of and access to dumpsters 3.12 Lighting and signs (location, number, size and type of signs) 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a % of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 10/18 (ib mmmm DINING, INC. 9 Burger King' • Chili's' • Spageddies" • Papa Vino's° • blue2OT"' December 13, 2019 Ms. Patty M. Burnette General Services Coordinator City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Re: Burger King #6400 — Application for Site Plan Review Address: 604 NE Park St, Okeechobee, FL 34972 Parcels: 3-21-37-35-0020-02520-OOAO; and 3-21-37-35-0020-02520-OOA1 Dear Ms. Burnette: Bravoflorida, LLC is proposing to redevelop the existing Burger King restaurant at 604 NE Park St in the City of Okeechobee. A New 3,910 SF Restaurant with double drive-thrus, and associated site improvements will be constructed. The Existing restaurant and all existing Site Improvements will be removed and replaced. Attached for your review and approval is the Application for Site Plan Review and the required supporting documents. Please let us know if you have any questions or require further information to facilitate your review and approval. Sincerely, Ko Robin Kendall Quality Dining, Inc. 3018 U.S. Highway 301 N. Suite 100 Tampa, Florida 33619 rkendall@gdi.com (o) 813.559.8256 (c) 813.690.4913 Cc: Carlos A. Solis, P.E. APPLICANT'S STATEMENT OF INTERSEST Bravoflorida, LLC currently owns the 1.32 Acre property at 604 NE Park Street in Okeechobee Florida (3-21-37-35-0020-02520-OOAO); and is under Contract to Purchase the Vacant 1.26 Acre property to the South along SE 6th Avenue (3-21- 37-35-0020-02520-OOA1) from Look There, Inc. The Existing Burger King Restaurant and Improvements will be demolished and rebuilt. The vacant parcel along SE 6th Avenue is proposed to be Future Commercial. PREPARED BY AND RETURN TO: Gary A. Gibbons, Esq. Gibbons I Neuman 3321 Henderson Blvd. Tampa, Florida 33609 BK # 6400 Tax Account No.: 3-21-37-35-0020-02520-OOAO SPECIAL WARRANTY DEED *CPIE 1111111 tllll IIIII I!{II II{{{ IIII{ II{{ fll{ F'y pILE(�� ttFF HUM 201V000375OR BK (r 818 G 923 SHARON ROBERTSON, CLERK h COHPTROLL;;.*R OKEECHOBEE COUNTY. FLORIDA RECORDED 01/14/2019 02:23:57 PM AMT $543►209.00 RECORDING FEES $44.00 DEED DOC: $3►803.10 RECORDED BY F Conner P9s 923 - 927: (5 p9s) THIS SPECIAL WARRANTY DEED is made and delivered effective as of January 2019, by and between SOUTHERN MANAGEMENT CORPORATION, a Florida corporation, as Grantor, whose mailing address is 324 S.W. 16TH Street, Belle Glade, FL 33430, and BRAVOFLORIDA, LLC, an Indiana limited liability company, as Grantee, whose mailing address is 4220 Edison Lakes Parkway, Mishawaka, IN 46545. (All references to the parties herein shall include their successors and assigns). WITNESSETH: That Grantor, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) to it in hand paid by Grantee, the receipt of which is hereby acknowledge, has granted, bargained, and sold and conveyedto Grantee, and its successors and assigns, all of the Grantor's right, title and interest in and to the real property (the "Property") situated in Okeechobee County, Florida, legally described on Exhibit "A" attached hereto and by this reference is incorporated herein. TO HAVE AND TO HOLD the Property, with all improvements thereon, unto Grantee, and its successors and assigns, in fee simple forever. AND Grantor does hereby warrant to Grantee that the Property is free from all liens and encumbrances except those Permitted Encumbrances listed on Exhibit "B" attached hereto and by this reference incorporated herein, without re -imposing the same. AND Grantor does hereby specially warrant the title to the Property, and will defend the same against the lawful claims of all persons whomsoever claiming by, through, or under the Grantor. Signed, Sealed and Delivered SOUTHERN MANAGEMENT CORPORATION, a Florida corporation By: �O_ George M. Royal, Presideht (Corporate Seal) Book818/Page923 CFN#2019000375 Page 1 of 5 STATE OF FLQRQA r^ COUNTY OF 4CZ iIA Por ` The foregoing instrument was acknowledged before me on January —7 , 2019, by GEORGE M. ROYAL, as the President of SOUTHERN MANAGEMENT CORPORATION, a Florida corporation, who acknowledged that he executed the same for and on behalff SOUTHERN MANAGEMENT CORPORATION, a Florida corporation, and, who is: • personally known to me or who has provided a Florida driver's license as identification (check one). --(Typeor Print Namqp My Commission Ex fres: My Commission Number is: GARY S. DUNAY MY COMMISSION#GG 198750 P� EXPIRES: March 21.2W - . y r,`uf!; °`. Banded Thtu NoterY Pubic Uiderotl0xa K Book818/Page924 CFN#2019000375 Page 2 of 5 EXHIBIT A LEGAL DESCRIPTION BK # 6400 All that parcel of land lying South of State Road #70 (North Park Street), West of Taylor Creek, East of S.E. 6th Avenue (Meridith Avenue), as now constructed and maintained, and North of the South line of Lot "D", Block 252, according to the Plat thereof as recorded in Plat Book 2, page 4, public records of Okeechobee County, Florida. Lying in Sections 15 and 22, Township 37 South, Range 35 East, being more particularly described as follows: Commence at the Southwest corner of said Section 15, bear N 00105'11" W to the centerline of State Road #70 (North Park Street), a distance of 60.96 feet; Thence bear N 89154'49" E along the said centerline of S.R. #70 (North Park Street) to the intersection with the southerly extension of the centerline of N.E. 6th Avenue, a distance of 1479.53 feet; Thence bear S 00°05'11" E to the South right-of-way line of S.R. #70 (North Park Street) as now maintained and located, a distance of 49.44 feet; Thence bear S 89150'26" E along the said South right-of-way line of S.R. #70 (North Park Street), a distance of 20.00 feet to the POINT OF BEGINNING; Thence continue S 89150'26" E along the South right-of-way line of S.R. # 70 (North Park Street), a distance of 30.35 feet; Thence bear S 86°39'10" E along the South right-of-way line of S.R. #70 (North Park Street), a distance of 200.35 feet; Thence bear N 89154149" E along the South right-of-way line of S.R. #70 (North Park Street) to the intersection with the top of bank of Taylor Creek, a distance of 202.00 feet; Thence southwesterly along the top of bank of Taylor Creek to the intersection with the South line of said Lot "D", Block 252. Said intersection point bears S 331104149" W, a distance of 589.54 feet from aforesaid point on the South right-of-way line of S.R. #70 (North Park Street); Thence bear S 89°54149" W along the South line of said Lot "D" to the East right-of-way line of S.E. 6th Avenue, a distance of 167.00 feet; Thence bear N 00109'25" W along the East right-of-way line of S.E. 6th Avenue, a distance of 200.00 feet to the Northwest corner of Lot "A", of said Block 252; Thence bear N 18°43'43" E along the said East right-of-way line of S.E. 6th Avenue, a distance of 179.75 feet; Thence bear N 00010'06" W along the East right-of-way line of S.E. 6th Avenue as now maintained, a distance of 135.48 feet to the POINT OF BEGINNING. LESS AND EXCEPT that part conveyed to Look There, Inc., a Florida corporation, by Warranty Deed recorded July 14, 2005 in Official Records Book 570, Page 59, of the Public Records of Okeechobee County, Florida. 3 Book818/Page925 CFN#2019000375 Page 3 of 5 All the above beine more particularly described as follows: AS SURVEYED LEGAL DESCRIPTION: COMMENCE at the Southwest corner of Section 15, Township 37 South, Range 35 East, Okeechobee County, Florida; thence North 00°05'11" West along the east line of said Section 15 a distance of 60.96 feet; thence North 89154'49" East a distance of 1479.53 feet; thence South 00°05'11" East a distance of 49.44 feet; thence South 89150'26" East a distance of 20.00 feet to a nail and cap marking the intersection of S.E. 6th Avenue (Variable width right of way) with the Southerly right of way of N.E. Park Street (Variable width right of way) and the POINT OF BEGINNING of the following described parcel: thence along said Southerly right of way line the following courses: South 89050'32" East a distance of 30.35 feet to a nail and cap; thence South 86°39'10" East a distance of 2000.09 feet to a nail and cap; thence North 89155'05" East a distance of 202.00 feet to a rebar marking the intersection of said Southerly right of way line with the Westerly Top of Bank of Taylor Creek; thence South 68137'28" West along said Top of Bank a distance of 118.73 feet to a rebar; thence South 41°51'32" West along said Top of Bank a distance of 119.23 feet to a rebar; thence South 17°13'13" West along said Top of Bank a distance of 32.71 feet to a rebar; thence South 48°47'42" West along said Top of Bank a distance of 46.99 feet to a rebar; thence North 89147'26" West a distance of 221.17 feet to a rebar on the aforesaid Easterly right of way of S.E. 6th Avenue; thence North 18°50'29" East along said Easterly right of way line a distance of 74.76 feet to a rebar, thence North 00102'22" East a distance of 134.19 feet to the POINT OF BEGINNING. 4 Book818/Page926 CFN#2019000375 Page 4 of 5 EXHIBIT "B" Permitted Encumbrances 1. General or special taxes and assessments required to be paid in the year 2019 and subsequent years, which are not yet due and payable. 2. Easement in favor of Florida Power & Light Company recorded in Official Records Book 240, Page 421, of the Public Records of Okeechobee County, Florida, and shown on that certain Survey prepared by Briggs, Washington & Thompson Land Surveying, Inc., dated August 13, 2018, and last revised November 20, 2018 under Job Order No: 18-173. 3. The following matters as shown on that certain Survey prepared by Briggs, Washington & Thompson Land Surveying, Inc., dated August 13, 2018, and last revised January 3, 2019 under Job Order No: 18-08-15-02002: a. Curbing and pavement encroach into the parking and driveway setback by 9.6 feet. ~r, 5 Book818/Page927 CFN#2019000375 Page 5 of 5 i This instrument was prepared by: Return to: James M. Gann, P. A. P. O. Box 1596 Belle Glade, F1.33430 Property Appraiser's Parcel Identification No. R-3-2 1-3 7-35-0020-02520-OOAO NIIIIIIIIIlIi�IINIII�IINI!!I(IIIIIIIilllll!!II(I�IIlII FILE NUM 2005015505 OR eK 00570 F•G orj5q SHARON ROBERTSONY CLERK OF CIRCUIT COURT OKEECHOBEE COUNTYr FL RECORDED 07/14/2005 12:07:43 FM RECORDING FEES 18.50 DEED DOC 2t450.00 RECORDED BY G Mewbourn WARRANTY DEED (STATUTORY FORM - SECTION 689.02, F.S.) r �1 This Indenture, made this t- day of J u `Y 2005, Between SOUTHERN MANAGEMENT CORPORATION, a Florida corporation whose post office address is 324 S. W. 16th Street, Belle Glade, Florida, 33430 of the County of Palm Beach , State of Florida, grantor*, and LOOK THERE, INC., a Florida corporation whose post office address is 5205 Babcock Street, N. E., Palm Bay, Florida, 32905 ofthe County of Brevard , State of Florida, grantee*, Witnesseth that said grantor, for and in consideration of the sum of ($10.00) Ten and no/100 ---- — — -- — --- — — — ----— ---------- — — -- -- - -------Dollars, and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Okeechobee County, Florida, to -wit: See Exhibit "A" attached hereto and made a part hereof. Subject to restrictions, reservations and easements of record and taxes subsequent to December 31, 2004. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. *"Grantor" and "grantee" arc used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. SOUTHERN M NAGEMENT CORPORATION •tum C�/,�.1� _ By: of C. (First Witness) —�- Its Vice Py sident, John C. yal Print me:j,c'/fl G• L�tt4' / (Second Witness) .& Printed name: STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of 2005, by John C. Royal Vice President, of Southern Management Corporation, on behalf of e corp ioy�itc is personally known to me or produced as identification. --' Notary Public ;' My commission expires: Printed, typed, tamped name 1r Li Zy1 S2 Ty A • Si of /H ati f' �.� '.1r , Elizabeth A. Simmons �t : Comrnisslon # DD350497 � Expires Jtllly 12, 2007 ,., aooe.d nor F� • uMK.no.. � eao-xo-mto OR BK 00570 pG'0060 EXHIBIT "A" Being a portion of that certain parcel of land as described in O. R. Book 29, page 1831, of the Public Records of Okeechobee County, Florida, being bounded on the North by the North Right -of -Way line of the now abandoned Florida East Coast Railroad, on the East by the West top of bank of Taylor Creek, on the West by the East Right -of -Way line of S. E. 6th Avenue (Meredith Avenue), as now constructed and maintained, and on the South by the South boundary line of Lot "D", Block 252, according to the plat thereof as recorded in Plat Book 2, page 4, Public Records of Okeechobee County, Florida, lying in Section 22, Township 37 South, Range 35 East, and being more particularly described as follows: Commence at the Northwest corner of said Section 22, thence bear North 00'05'11" West for a distance of 60.96 feet to the intersection with the centerline of State Road 70 (North Park Street), thence bear North 89'54'49" East, along said centerline of S. R. 70, for a distance of 1479.53 feet to the intersection with the centerline of N. E. 6th Avenue extended South; thence bear South 00°05'11" East, along said centerline extension for a distance of 49.44 feet to the intersection with the said South Right -of -Way line of S. R. 70, a snow maintained and located; thence bear South 89°50'26" East, along said South Right -of -Way Iine, for a distance of 20.00 feet to the Point of Intersection with the said East Right -of -Way line of S. E. 6th Avenue. Said point being also the Northwest corner of said O. R. Book 297, page 1831; thence bear South 00' 10'06" East, along said East Right -of -Way line, and along the West boundary line of said O. R. Book 297, page 1831, for a distance of 135.48 feet to a point; thence bear South 18'42'16" West, continuing along said East Right -of -Way line, and along said West boundary line for a distance of 74.52 feet to the Point of Beginning; thence continue South 8'42'16" West along said East Right -of -Way line and along said West boundary line for a distance of 105.63 feet to a point; thence bear South 00'09'40" East, continuing along said East Right -of -Way line and along said West boundary line for a distance of 199.74 feet to the Southwest corner of said Lot "D", Block 252; thence bear North 89°54'49 East, along the South boundary line of said Lot "D", Block 252, for a distance of 155.23 feet to the intersection with the said West top of bank of Taylor Creek; thence bear North 05'09'40" East, along said West top of bank, for a distance of 50.87 feet to a point; thence bear North 13'08'59" East, continuing along said West top of bank, for a distance of 155.88 feet to a point; thence bear North 26'23'32" East, continuing along said West top of bank for a distance of 81.04 feet to a point; thence bear North 43'06'26" East, continuing along said West top of bank for a distance of 34.03 feet to the intersection with the said North Right -of -Way line of the now abandoned Florida East Coast Railroad; thence bear South 89'5449" West, along said North Right -of -Way line, for a distance of 221.23 feet to the Point of Beginning. Containing 1.26 acres, more or less, and being subjectto any and all easments, restrictions, reservations and/or rights of way of record, if any. OWNER'S AFFIDAVIT DESIGNATING REPRESENTATION FOR: Property located at 101 SE 6"' Avenue, Okeechobee, FL STATE OF FLORIDA COUNTY OF 01�6e6,/ r, Before me this day personally appeared i l� f� �0 v Z-,0 t/ of Look There, Inc. ("Look There"), who hereby proclaims that Look There is the owner of the property and does hereby authorize Bravoflorida, LLC to act as the legal representative of the property with regard to the processing of all applicable development permits as they relate to the development and construction of a Burger King Restaurant located at 101 SE 6th Avenue, Okeechobee, FL. Such permits will include site and building permitting, any special exception permits required, Southwest Florida Water Management District, Public Health Department and the Florida Department of Environmental Protection. Signature of Owner/Developer Look There, Inc. Print Name and Address of Owner/Developer 1201 South Parrott Avenue Okeechobee, FL 34974 The foregoinnstrument was ayyknowledged � before me on this day of PC ti% r 2019, by "f)" 1- -" k LO kLL 0/'-j , who is personally known to me or who has produced 2- D/? d 0-de�t as identification and who did/did not take an oath. W na ure of Notary Public JhSONYh11Ei1E UY C0W SSM # GG 2941W2381 Sor"TtrvNoisyPkiC�lht4et MW* C:\Users\DMC\Donnloadsll.ctter of Authorization From l.l. (Permits etc).doc /Zo „(rr 7 .• • •• �J BOUNDARY SURVEY N 89'54'49" E �4' Toll 1479.53' _.._ - \Fd. Neil N l Cep I � to / mlq SIR aIN a, a, / (-- guy anchor S = I Fd. Neil h Cep I - 0-O OE Park S 89'50'28" E 19.50'32" E 20.00' Width I STOP I 30.35' P.O. B. ea P.O.C. �> I Southwest comer of JJos I Section 15 -37S -35E. Southerly Right of /Zo „(rr 7 .• • •• �J BOUNDARY SURVEY ®I I / �4' Toll for _.._ - \Fd. Neil N l Cep QUALITY DINING, INC. / Asphalt Pavement p Enter Sign / (-- guy anchor _ - _ _ _ _ _ - _ - _ - _ _ _ _ _ -Centerline light pole N.E. Park Street 19.50'32" E Variable Width Public R/W o 30.35' P.O. B. arL o _ S 86'39'10" E 183.08' Set Neil S 88'310ofrk•37169'5Nail t.' gg Southerly Right of ® = sanitary sewer manhole 6,x6,_4.7' Tell Sig" �Ime8Ce pOEOE - - -� �t 0.0.. .'}. I I I I � I I I I I I I I � I I Asphalt Pavement -'Fd- 1/2" Reber ��/ ®I I / �4' Toll I _.._ - \Fd. Neil N l Cep = canopy or covered area r __ __ w h / Y power pole p Enter Sign / (-- guy anchor r. Ce of SPATE OF 3 pGORI10- Metal Guard Roll -)q9 light pole / O Sign c1P = fire hydrant Q = water meter 1• {(E i- I' 3 arL / _ r t•. A t.' gg / ® = sanitary sewer manhole 6,x6,_4.7' Tell Sig" g51 = sanitary sewer cleanout / = stormwater manhole /g Concrete Slob =:)--Propane a grease trap manhole / / sign �N 88'47'28" N / 93 = electric meter Tank / "CJ ® catch basin or curb inlet / �E- overhead powerline Fd. 1/2" Reber / 0 = man h metal guardr til O.R. Book 818, Page 923 0.41 AC.t / / SCALE: 1" = 30' 0 30 80 90 ,dA'eb E VIP a s �0 m i o o .yam } ya0*/ LEGEND: 5 P.O.C. = Point of Commencement o / `A• P.O.B. Fd = Point of Beginning = Found z / O =set 1/2" rebar with cep No. 7583 / 4 • = found rebar or von pipe as indicated 3(F LO A 0 = found nail as indicated = set nal with cep No. 7563 4F/ / �O'3u - X - = fence ! Fd. 1/2" Rebar / R right-of-way •r ® Sign � r / `~ ----------- ----------------Set - Reb / O.R. Book 570, Page 59 / NOTES: 1. The undersigned and BRIGGS, WASHINGTON k THOMPSON LAND SURVEYING, INC. make no representations as to the information reflected hereon pertaining to easements, Rights-of-Woy, setback lines, reservations, agreements and other similar matters, and further, this instrument is not intended to reflect or set forth such matters. Such information should be obtained and confirmed by others through appropriate title verification. 2. Lends shown hereon were not abstracted for Right-of-Woy and/or easements of record. 3. Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper, this drawing, sketch, plat or map is for informational purposes only and is not valid. 4. This drawing, sketch, plat, or mop does not reflect or determine ownership. 5. The bearings shown hereon are based on the Southerly right of way line of N.E. Park Street as being N 89'55'05" E on assumed bearing. 6. The original drawing from which this co was mode is at the scale shown hereon 9 9 DY however in the process of reproduction, this stole may be slightly reduced, enlarged, or otherwise distorted from its original scale. 7. There was no effort made to determine the existence or location of any underground improvements of any nature. 8. We have surveyed the parcel shown hereon at your direction, however we in no way are implying that this parcel is eligible for a building permit. The appropriate governmental agencies should be consulted prior to transfer of title of the parcels) shown hereon to ensure that a building permit will be issued. V ti ? / = concrete ares - Dale: August 13, 2018 a T1Ff s C1 / = canopy or covered area h / Y power pole O Professional Surveyor and Mapper No. 5890 No. 5690 Stale Florida / (-- guy anchor m of SPATE OF 3 pGORI10- light pole Fd. 1/2" Reber / c1P = fire hydrant Q = water meter 1• / 11 = water valve arL / m telephone pedestal t•. A t.' gg / ® = sanitary sewer manhole 1rg kb. / = sanitary sewer cleanout / = stormwater manhole /g a grease trap manhole Fd. 1/2" Bab-// sign �N 88'47'28" N / 93 = electric meter 3.76' / O gas valve ® = gas meter / ® catch basin or curb inlet / �E- overhead powerline / 0 = man h metal guardr til / SCALE: 1" = 30' 0 30 80 90 I cnu nccratPT!Ou.: A portion o1 those lands described in O.R. Book 818, Page 923 of the public records of Okeechobee County, Florida. being more particularly described as follows: COMMENCE at the southwest comer of Section 15. Township 37 South. Range 35 East, Okeechobee County. Florida; thence North 00'05'11' West along the west line of said Section 15 a distance of 60.96 feet to the centerline of State Rood No. 70 (North Park Street); thence North 89'54'49" East along said centerline a distance of 1479.53 feet; thence South 0005'11" East a distance of 49.44 feet; thence South 89'50'26" East o distance of 20.00 feet to a nail and cap marking the intersection of S.E. 6th Avenue (Variable width right of way) with the Southerly right of way of N.E. Park Street (Variable width right of way); thence along said Southerly right of woy line the following courses: South 89'50'32" East o distance of 30.35 feet to a nail and cap; thence South 86'39'10' East o distance of 163.08 feet to a nail and cop morking the POINT OF BEGINNING of the following described parcel: thence continue South 86'39'10" East a distance of 37.01 feet to a nail and cap; thence North 8755'05" East a distance of 202.00 feel to a fabor marking the intersection of said Southerbright of way line with the Westerly Top of Bank of Toylor Creek; thence South 68'J7 28 West along said Top of Bank o distance of 118.73 feel to a rebor; thence South 41'51'32" West along said Top of Bank o distance of 119.23 feel to o rebor; thence South 17'13'13" West along said Top of Bonk a distance of 32.71 feet to a rebor; thence South 48'47'42" West along said Top of Bonk a distance of 46.99 feet to o rebor marking the southeast comer of said O.R. Book 818, Page 923; thence North 89'47'26" West along the south line of said O.R. Book 818, Page 923 a distance of 3.78 feel to a rebar; thence North 00'00'00" East a distance of 196.13 feet to the POINT OF BEGINNING. Containing 0.41 acres, more or less - Said lands situate. lying and being in Okeechobee County. Florida. CERTIFICATION: Certify to: Quality Dining, Inc. C O I hereby certify to the above that this suryey was mode under m1 responsible ch rga and W pd meets the Minimum Technical Standards as set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 61617• Florida Administrative Code• pursuant to Section 472.027, Florida2 02 Statutes (t ��tp A. gR7Q Illi `0. c I u - Dale: August 13, 2018 a T1Ff s C1 � t. DAVID A. RIGGS 4it T 4 m ca Professional Surveyor and Mapper No. 5890 No. 5690 Stale Florida m m m of SPATE OF 3 pGORI10- Not valid unless sealed with embossed Surveyor's Seal. (See Note 3) � ��� Field Work Completed: August 13. 2018 °uRV►•�" 6 U m U t•. A III N 89°54'49" E 1479/.53'(D) 110 101 Z X10 � N.E. Park Street Variable Width Public P./W P.O.C. 1 Southwest corner of — — — — — — — Section 15 -37S -35E. S 89',50'26" E 20. 0 0'(D) 101 � T CO 1\I �oN � V) wZ� �I w o l a11010 L o w l °' om0 w� z7 co a ONS o Q SITE BENCH ARK CO N.W. Corner of d ncrete Base C7 El. 24.64'1 SCALE: 1" — 30' 0 30 60 90 ebar a< P I' NIS Bravo Florida LLC O.R. Book 818, Page 923 DESCRIPTION The land referred to herein below is situated in the County of OKEECHOBEE, State of Florida, and described as follows: Being a portion of that certain parcel of land as described in O.R. Book 297, Page 1831, of the Public Records of Okeechobee County, Florida, being bounded on the North by the North Right—of—Way line of the now abandoned Florida East Coast Railroad, on the East by the West top of bank of Taylor Creek, on the West by the East Right—of—Way line of S. E. 6th Avenue (Meredith Avenue), as now constructed and maintained, and on the South by the South boundary line of Lot "D", Block 252, according to the Plat thereof as recorded in Plat Book 2, Page 4, Public Records of Okeechobee County, Florida, lying in Section 22, Township 37 South, Range 35 East, and being more particularly described as follows: Commence at the Northwest corner of said Section 22, thence bear North 00° 05' 11" West for a distance of 60.96 feet to the intersection with the centerline of State Road 70 (North Park Street), thence bear North 89° 54' 49" East, along said centerline of S. R. 70, for a distance of 1479.53 feet to the intersection with the centerline of N. E. 6th Avenue extended South; thence bear South 00° 05' 11" East, along said centerline extension for a distance of 49.44 feet to the intersection with the said South Right—of—Way line of S. R. 70, as now maintained and located; thence bear South 89° 50' 26" East, along said South Right—of—Way line, for a distance of 20.00 feet to the Point of Intersection with the said East Right—of—Way line of S. E. 6th Avenue. Said point being also the Northwest corner of said O.R. Book 297, Page 1831; thence bear South 00° 10' 06" East, along said East Right—of—Way line, and along the West boundary line of said O.R. Book 297, Page 1831, for a distance of 135.48 feet to a point; thence bear South 18` 42' 16" West, continuing along said East Right—of—Way line, and along said West boundary line for a distance of 74.52 feet to the Point of Beginning; thence continue South 8' 42' 16" West along said East Right—of—Way line and along said West boundary line for a distance of 105.63 feet to a point; thence bear South 00` 09' 40" East, continuing along said East Right—of—Way line and along said West boundary line for a distance of 199.74 feet to the Southwest corner of said Lot "D", Block 252; thence bear North 89° 54' 49" East, along the South boundary line of said Lot "D", Block 252, for a distance of 155.23 feet to the intersection with the said West top of bank of Taylor Creek; thence bear North 05° 09' 40" East, along said West top of bank, for a distance of 50.87 feet to a point; thence bear North 13' 08' 59" East, continuing along said West top of bank, for a distance of 155.88 feet to a point; thence bear North 26' 23' 32" East, continuing along said West top of bank for a distance of 81.04 feet to a point; thence bear North 43` 06' 26" East, continuing along said West top of bank for a distance of 34.03 feet to the intersection with the said North Right—of—Way line of the now abandoned Florida East Coast Railroad; thence bear South 89` 54' 49" West, along said North Right—of—Way line, for a distance of 221.23 feet to the Point of Beginning. The Property address and/or tax parcel identification number(s) listed are provided solely for informational purposes, without warranty as to accuracy or completeness and are not hereby insured. Property surveyed and shown hereon is the same property as described in title commitment number 19-34712, dated October 2, 2019, prepared by Alliant National Title Insurance Company. / 0 o� l` P.O.B, / �t�d'°� X16" `�3\ 2� 2I� j ,.p Fd1 2 16» . W —R 23r�/ N 89°47'26" W 221.17'(M) Lcr 101 S 89°54'49" �221.23'(D)\ / / v/ Rebar 12" CO 8' Side Building Setback Line 12" N �J / ��d N DDs yOJ� / CO � N psi / 1 N o o \ It 1/2" ebar Zz xcc lv�C17 CQ CD 6Cb � M o o cv / ti .m° �0) 0V�CQ w0 10'x35' Electrie Easement / Sch. B-2 Exc. No. 10 \ �� O.R. Boo 240, Page 421 B Ickflo — \ �� / Prevent r �- 23 \ , / / CO 10 4x8 S oncrete \� \ i � / � Posts � � / � L/ / / — — — — _71611 — — — — �— — — — S�t 1/" 'Ke�ar / 10�---------------�—� N " aD a a_ 0 a a a ,L2 I 7, �I OE I � � I C� m E I� I 0 Buried /Gas- Marke� Sign S-1 Rim El.= 22.03' 0 Rim El.= 22.68' N. Invert El.= 14.55' (8" Terra Cotta Pipe) S. Invert El.= 14.39' (8" Terra Cotta Pipe) S.W. Invert El.= 17.18' (6" P.V.C.) MISCELLANEOUS NOTES AND SURVEYOR'S REPORT: 1. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF N.E. PARK STREET BEING N 89°54'49" E, AS PER THE LEGAL DESCRIPTION. 2. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 3. ALL UTILITIES SHOWN HEREON ARE BASED ON SURFACE EVIDENCE. ANY UTILITIES NOT SHOWN ARE LACKING SURFACE EVIDENCE TO MAKE A DETERMINATION OF LOCATION IN THE FIELD. 4. THE WESTERLY BOUNDARY LINE IS THE SAME AS THE EASTERLY RIGHT OF WAY LINE OF S.E. 6TH AVENUE. 5. THE ORIGINAL DRAWING FROM WHICH THIS COPY WAS MADE IS AT THE SCALE SHOWN HEREON, HOWEVER IN THE PROCESS OF REPRODUCTION, THIS SCALE MAY BE SLIGHTLY REDUCED, ENLARGED, OR OTHERWISE DISTORTED FROM ITS ORIGINAL SCALE. 6. THIS SURVEY WAS PREPARED USING CONVENTIONAL SURVEYING METHODS AND NONE OF THE METHODOLOGY ALLOWED UNDER NO. 15 OF TABLE A OF THE 2016 ALTA/NSPS SURVEYING REQUIREMENTS WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. 7. UNLESS OTHERWISE SHOWN ON SURVEY: (A) THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. (B) THERE IS NO OBSERVABLE EVIDENCE NOR INFORMATION PROVIDED INDICATING CHANGES IN STREET RIGHT OF WAY LINES. (C) THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. (D) THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, SANITARY LANDFILL OR CEMETERY. 8. NO EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. 9. ADDRESS WAS OBSERVED IN THE FIELD ON BUILDING. 10. FROM A VISUAL INSPECTION ONLY, ALL UTILITIES APPEAR TO ENTER THE SUBJECT PROPERTY FROM A PUBLIC RIGHT OF WAY. 11. THERE ARE NO DISCREPANCIES BETWEEN THE BOUNDARY LINES SHOWN ON THIS SURVEY AND THE LEGAL DESCRIPTION CONTAINED IN THE TITLE COMMITMENT. 12. THE BOUNDARY LINE DIMENSIONS AS SHOWN ON THIS SURVEY MAP FORM A MATHEMATICALLY CLOSED FIGURE WITHIN +/— 0.1 FOOT. 13. IF THE SUBJECT PROPERTY IS COMPRISED OF MULTIPLE PARCELS, THE PARCELS ARE CONTIGUOUS ALONG THEIR COMMON BOUNDARIES AS SHOWN ON THIS SURVEY, AND THERE ARE NO GAPS, STRIPS OR GORES IN SAID PROPERTIES. 14. THE BOUNDARY LINES OF THE SUBJECT PROPERTY ARE CONTIGUOUS WITH THE BOUNDARY LINES OF ALL ADJOINING STREETS, HIGHWAYS, RIGHTS OF WAYS AND EASEMENTS, PUBLIC OR PRIVATE, AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTIONS OF RECORD. 15. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988) DETERMINED BY G.P.S. OBSERVATIONS DERIVED FROM TIES TO THE FLORIDA DEPARTMENT OF TRANSPORTATION F.P.R.N. RTK NETWORK. 10 10 0 — 1 A / / / / / FLOOD ZONE: o 16' Electric Easement V 1i / // // AS PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP Sch. B-2, Exc. No. 10 .23 � / p / / / COMMUNITY—PANEL NUMBER 120178 0480 C, DATED JULY 16, 2015, THE SUBJECT O.R. Book 240, Page 421 _ _ _ _ — — — / N / / / PROPERTY LIES IN ZONE "X", BY SCALE LOCATION ONLY. it Lot "A" / / / / / LAND AREA: wo Block 252 THE LAND AREA IS 53,834 SQUARE FEET OR 1.26 ACRES. _--I ---� /-- — — — — — — — — — — — — — — — — — — — --- SOURCE SOURCE OF ZONING DATA: q I Co / / THE CITY OF OKEECHOBEE, FLORIDA ZONING DEPARTMENT o i �/� / / / / PHONE: 863-763-9820 / 10 101 0) S " ZONING: 10 x35' Electric Basement a (D/ co Q)" S h. B-2, Exc�,ge o. 10 Lot "B" W W / / / THE CURRENT ZONING IS CHV (HEAVY COMMERCIAL) w O.R. Book 240, 421THE CURRENT ZONING ALLOWS FOR THE CURRENT USE OF THE PROPERTY 0 Block 252 / 'm J c, ro 1 o o —� o a cc .� /m/ BUILDING SETBACK REQUIREMENTS: 110 10 �`L �� o OE o— _ 0 — 1� / // ��"' o,// / FRONT 20 FEET TO BUILDINGS; 10 FEET TO PARKING & DRIVEWAYS / SIDE 8 FEET OR 20 FEET ABUTTING RESIDENTIAL w — — — — — — — — — — — — — — — — — // j� REAR 10 FEET OR 20 FEET ABUTTING RESIDENTIAL II Not in Use /� / BUILDING HEIGHT RESTRICTION: c°o / �/ / / / 45 FEET (UNLESS A SPECIAL EXCEPTION IS GRANTED) Lot II o Block 252 I��I // / / PARKING SPACE TABLE: 1 / Pile ofJ ILII /// REGULAR PARKING SPACES: 0 Seashells o ° Broken HANDICAP PARKING SPACES: 0 //II / TOTAL: 0 Concrete 110 10 10� oN / PARKING SPACE REQUIREMENTS: Li N � �� � �/Rebar — — — — — — — — — — — — --- - --35.0' -- — N —I SPACE PER 75 SQ. FT. OF FLOOR AREA. \ w /AD—/ Because there may be a need for interpretation of the applicable zoning codes, we refer you Lot "D" \- 21 ^`11 qJ h �( to the City of Okeechobee, Florida and the applicable zoning codes. Broken Block 252 \ �� N' BUILDING AREA: 0 1 °C 1 m Concrete I LO 19 Lo to EXTERIOR FOOT PRINT AT GROUND FLOOR IS 0 SQUARE FEET. 10 0 8' Side Building SOback Line 1 \\ � I ACCESS NOTE: N 89°54'49" E 1L523'(D) t Rebar 1ro��r6xN 89°47'22" E 1' M 12" \ ACCESS TO THE SUBJECT PROPERTY IS BY PUBLIC RIGHTS OF WAY OF S.E. 6TH AVENUE. 12j' I� ENCROACHMENTS: I-(p� Z�l Brick Wall iv o THERE ARE NO APPARENT ENCROACHMENTS. IL Wood Frame Portable Building 1 Story FT Drum Corporation Stucco Building O.R. Book 484, Page 1220 LEGEND: P.O.C. = Point of Commencement P.O.B. = Point of Beginning Fd = Found CM = concrete monument I.P. = iron pipe O = set 1/2" rebar with cap No. 7563 • = found rebar or iron pipe as indicated ■ = found concrete monument as indicated A = found nail as indicated I = set nail with cap No. 7563 X = fence R/W = right—of—way (D) = deed bearing and/or distance (M) — measured bearing and/or distance R.C.P. = reinforced concrete pipe ALLIANT NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 19-34712, DATED OCTOBER 2, 2019. SCHEDULE B — SECTION 2, EXCEPTIONS PERTAINING TO THIS SURVEY 9. Restrictions, dedications, conditions, reservations, easements and other matters shown on the plat of BLOCK 252 — CITY OF OKEECHOBEE FLA., as recorded in Plat Book 2, Page(s) 4, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). NONE PLOTTABLE. 10. Easement granted to Florida Power & Light Company by instrument recorded in Book 240, Page 421. PLOTTED HEREON. 11. Easement granted to The City of Okeechobee by instrument recorded in Book 98, Page 535. DOES NOT AFFECT THE SUBJECT PROPERTY. 12. Riparian and/or littoral rights are not insured. 13. The policy does not insure title to any part of the Land lying below the Mean or Ordinary High Water Line of the abutting body of water. 14. The right, title or interest, if any, of the public to use as a public beach or recreation area any part of the Land lying between the water abutting the Land and the most inland of any of the following: (a) the natural line of vegetation; (b) the most extreme high water mark; (c) the bulkhead line, or (d) any other line which has been or which hereafter may be legally established as relating to such public use. 15. Rights of the United States Government to that part of the Land, if any, being artificially filled in land in what was formerly navigable waters arising by reason of the United States Government control over navigable waters in the interest of navigation and commerce. 16. Terms and conditions of any existing unrecorded lease(s), and all rights of lessee(s) and any parties claiming through the lessee(s) under the lease(s). 17. Any map or diagram now or previously provided is for reference and informational purposes only. The Company and its agents expressly disclaim any liability for alleged loss or damage which may result from reliance upon such map(s) or diagram(s). The foregoing does not limit any express coverages provided by the terms and provisions of any title insurance policy for matters which might be revealed by a survey prepared and certified in accord with Florida Statutes Section 472.027. ALTA/NSPS 2016 CERTIFICATION N.E. Park Street �pL� 00 Q IT 0° r v w co vi N 604 N.E. Park Street Okeechobee, FL VICINITY MAP NOT TO SCALE TO: Bravoflorida, LLC, Alliant National Title Insurance Company and Bank of America, N.A., its successors and/or assigns, This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS' Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a) 8, 9, 13, 16 and 20 of Table A thereof. The fieldwork was completed on October 1, 2019. Date of Plat or Map: October 1, 2019 DAVID A. BRIGGS PROFESSIONAL SURVEYOR AND MAPPER NO. 5890 STATE OF FLORIDA The property described and shown hereon is the some property described in Alliant National Title Insurance Company Title Commitment No. 19-34712 dated October 2, 2019. BRIGGS, WASHINGTON (c° THOMPSON LANDnSURVEYING, INIr. 406 SW Rutledge Street P.O. Box 263 Madison, FL 32340 LB No. 7563 850-973-6186 800-882-8396 Fax: 850-973-6931 FB — See Folder DWG file: 19-204.dwg Calc File: 18-173-19.crd Okeechobee Co., FL Drawn by: SEB B-2 by: DAB Job Order No: Field work completed: October 1, 2019 19-204 A . DR,(; �* IFIC��� *W o No. 5890 a STATE OF �✓ LORI'DQ' \��L SURVEYOR �� "ALTA/NSPS LAND TITLE SURVEY" PREPARED FOR: plat bearing and/or distance = concrete area = canopy or covered area = power pole = guy anchor = light pole cC7) = fire hydrant = water meter = water valve ❑ = telephone pedestal = sanitary sewer manhole Q = sanitary sewer cleanout = stormwater manhole = grease trap manhole Q = sign ❑E = electric meter 101 = gas valve © = gas meter ® = catch basin or curb inlet = site benchmark OE = overhead powerline R = radius D = delta (or central angle) L = arc length Ch: = chord bearing and/or distance = man hole = palm tree = oak tree a = unknown tree = pine tree R.C.P. = reinforced concrete pipe ALLIANT NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 19-34712, DATED OCTOBER 2, 2019. SCHEDULE B — SECTION 2, EXCEPTIONS PERTAINING TO THIS SURVEY 9. Restrictions, dedications, conditions, reservations, easements and other matters shown on the plat of BLOCK 252 — CITY OF OKEECHOBEE FLA., as recorded in Plat Book 2, Page(s) 4, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). NONE PLOTTABLE. 10. Easement granted to Florida Power & Light Company by instrument recorded in Book 240, Page 421. PLOTTED HEREON. 11. Easement granted to The City of Okeechobee by instrument recorded in Book 98, Page 535. DOES NOT AFFECT THE SUBJECT PROPERTY. 12. Riparian and/or littoral rights are not insured. 13. The policy does not insure title to any part of the Land lying below the Mean or Ordinary High Water Line of the abutting body of water. 14. The right, title or interest, if any, of the public to use as a public beach or recreation area any part of the Land lying between the water abutting the Land and the most inland of any of the following: (a) the natural line of vegetation; (b) the most extreme high water mark; (c) the bulkhead line, or (d) any other line which has been or which hereafter may be legally established as relating to such public use. 15. Rights of the United States Government to that part of the Land, if any, being artificially filled in land in what was formerly navigable waters arising by reason of the United States Government control over navigable waters in the interest of navigation and commerce. 16. Terms and conditions of any existing unrecorded lease(s), and all rights of lessee(s) and any parties claiming through the lessee(s) under the lease(s). 17. Any map or diagram now or previously provided is for reference and informational purposes only. The Company and its agents expressly disclaim any liability for alleged loss or damage which may result from reliance upon such map(s) or diagram(s). The foregoing does not limit any express coverages provided by the terms and provisions of any title insurance policy for matters which might be revealed by a survey prepared and certified in accord with Florida Statutes Section 472.027. ALTA/NSPS 2016 CERTIFICATION N.E. Park Street �pL� 00 Q IT 0° r v w co vi N 604 N.E. Park Street Okeechobee, FL VICINITY MAP NOT TO SCALE TO: Bravoflorida, LLC, Alliant National Title Insurance Company and Bank of America, N.A., its successors and/or assigns, This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS' Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a) 8, 9, 13, 16 and 20 of Table A thereof. The fieldwork was completed on October 1, 2019. Date of Plat or Map: October 1, 2019 DAVID A. BRIGGS PROFESSIONAL SURVEYOR AND MAPPER NO. 5890 STATE OF FLORIDA The property described and shown hereon is the some property described in Alliant National Title Insurance Company Title Commitment No. 19-34712 dated October 2, 2019. BRIGGS, WASHINGTON (c° THOMPSON LANDnSURVEYING, INIr. 406 SW Rutledge Street P.O. Box 263 Madison, FL 32340 LB No. 7563 850-973-6186 800-882-8396 Fax: 850-973-6931 FB — See Folder DWG file: 19-204.dwg Calc File: 18-173-19.crd Okeechobee Co., FL Drawn by: SEB B-2 by: DAB Job Order No: Field work completed: October 1, 2019 19-204 A . DR,(; �* IFIC��� *W o No. 5890 a STATE OF �✓ LORI'DQ' \��L SURVEYOR �� "ALTA/NSPS LAND TITLE SURVEY" PREPARED FOR: T Vd-VATn 89'54'49" E 1479.53'(D) P.O.C.' I Southwest corner od Section 15 -37S -35E. P.O. B. of '04: oLegal DPG�tion v N.E. Park Street (Variable Width Public R/W) Set 1/2" Rebar GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. HORIZONTAL CONTROL NOTESi 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS SHOWN OTHERWISE. 2. REFER TO LANDSCAPE PLAN FOR LANDSCAPE DESIGN. 3. CONTRACTOR TO INSTALL TRUNCATED DOMES AT EACH SIDE OF CROSSWALK, WHERE SIDEWALK MEETS DRIVE. 4. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 5. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDT.) & FDOT STANDARDS. 6. ALL SIGNS SHALL BE PERMITTED SEPARATELY THROUGH THE CITY OF OKEECHOBEE. 7. ALL STANDARD PARKING SPACES SHALL BE 9'x20'. ALL DISABLED PARKING SPACES SHALL BE 12'x20' 8. DUMPSTER ENCLOSURE MATERIALS SHALL MATCH THOSE OF THE PRINCIPAL STRUCTURE. MINIMUM HEIGHT SHALL BE 6 FEET. LATCHING GATES BE PROVIDED. REFER TO ARCH PLANS FOR DETAILS. 9. ALL EROSION & SEDIMENT CONTROL WITHIN R/W SHALL CONFORM TO FDOT INDICES. 10. CONSTRUCT SIDEWALK AND RAMPS IN ACCORDANCE TO FDOT INDEX 522-002 AND IN COMPLIANCE WITH ADA STANDARDS. 11. CONTRACTOR IS TO SOD ALL DISTURBED PORTIONS OF THE R/W WITH BAHIA SOD. 12. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEAREST JOINT. 13. SAWCUT EXISTING ASPHALT PRIOR TO REMOVAL OF ANY MATERIAL. 14. ALL MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDOT INDEX 102-600. NO LANE CLOSURES WILL BE ALLOWED UNLESS OTHERWISE AUTHORIZED BY FDOT. 15. ALL WORK WITHIN FDOT R/W SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND DESIGN STANDARDS (LATEST EDITIONS): - THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (A.K.A. STANDARD SPECS) - FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND OPERATIONS ON THE STATE HIGHWAY SYSTEM (INDEX REFERENCES ARE TO FDOT STANDARD PLANS FOR ROAD CONSTRUCTION). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. - ROADWAY AND TRAFFIC DESIGN STANDARDS - FDOT ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTER 2 AND 25 - FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC ROADWAY, CURBS, GUTTERS, SIDEWALK, DRAINAGE SYSTEM, AND UTILITIES AS A DIRECT RESULT OF NEW CONSTRUCTION. 17. THE SITE DRAINAGE AND CONSTRUCTION IMPROVEMENTS SHALL NOT ADVERSELY IMPACT ADJOINING PROPERTIES AND/OR ROADWAYS. 18. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION OF BUILDING BY AN UNOBSTRUCTED 20FT WIDE ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 19. ALL MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOF AND SCREENED FROM PUBLIC VIEW. 0 z (n w J z O z M w J Q Q Z Ln O n N V) N 0 w J p of Q a - U Q O J Li W ABBREVIATIONS AC AIR CONDITIONER ID IDENTIFICATION (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER CO CLEAN OUT LP LIGHT POLE CONC CONCRETE LS LICENSED SURVEYOR CSW CONCRETE SIDEWALK MW MONITORING WELL D DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM F FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM EBX ELECTRIC BOX OHW OVERHEAD WIRE EL. ELEVATION ORB OFFICIAL RECORDS BOOK EM ELECTRIC METER (P) PLAT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE FOOT FLORIDA DEPARTMENT OF PRM PERMANENT REFERENCE MONUMENT Q TRANSPORTATION PSM PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR R/W RIGHT-OF-WAY FIP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FCIR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FND FOUND NAIL AND DISK TBM TEMPORARY BENCHMARK FPP FOUND PINCHED PIPE WM WATER METER INV. INVERT WV WATER VALVE SYMBOLS BACKFLOW PREVENTION DEVICE �0- TREE LOCATION (SIZE AND TYPE oC CABLE RISER AS NOTED) LL tpju GRATE INLET 00 I UTILITY FLAG ELECTRIC O SANITARY SEWER STRUCTURE I UTILITY FLAG COMMUNICATIONS 0� I UTILITY FLAG GAS SPOT ELEVATION I UTILITY FLAG RECLAIMED WATER OD STORM STRUCTURE 1 UTILITY FLAG SANITARY/STORM SEWER ®T TELEPHONE PEDESTAL 1 UTILITY FLAG WATER 19 TRAFFIC SIGNAL JUNCTION BOX o, TRAFFIC SIGNAL POLE WOOD FENCE (UNLESS OTHERWISE DESIGNATED) FIRE HYDRANT METAL FENCE -x—X—X PVC FENCE \ SIGN \—� • BOLLARD 89'54'49" E 1479.53'(D) P.O.C.' I Southwest corner od Section 15 -37S -35E. P.O. B. of '04: oLegal DPG�tion v N.E. Park Street (Variable Width Public R/W) Set 1/2" Rebar GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. HORIZONTAL CONTROL NOTESi 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS SHOWN OTHERWISE. 2. REFER TO LANDSCAPE PLAN FOR LANDSCAPE DESIGN. 3. CONTRACTOR TO INSTALL TRUNCATED DOMES AT EACH SIDE OF CROSSWALK, WHERE SIDEWALK MEETS DRIVE. 4. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 5. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDT.) & FDOT STANDARDS. 6. ALL SIGNS SHALL BE PERMITTED SEPARATELY THROUGH THE CITY OF OKEECHOBEE. 7. ALL STANDARD PARKING SPACES SHALL BE 9'x20'. ALL DISABLED PARKING SPACES SHALL BE 12'x20' 8. DUMPSTER ENCLOSURE MATERIALS SHALL MATCH THOSE OF THE PRINCIPAL STRUCTURE. MINIMUM HEIGHT SHALL BE 6 FEET. LATCHING GATES BE PROVIDED. REFER TO ARCH PLANS FOR DETAILS. 9. ALL EROSION & SEDIMENT CONTROL WITHIN R/W SHALL CONFORM TO FDOT INDICES. 10. CONSTRUCT SIDEWALK AND RAMPS IN ACCORDANCE TO FDOT INDEX 522-002 AND IN COMPLIANCE WITH ADA STANDARDS. 11. CONTRACTOR IS TO SOD ALL DISTURBED PORTIONS OF THE R/W WITH BAHIA SOD. 12. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEAREST JOINT. 13. SAWCUT EXISTING ASPHALT PRIOR TO REMOVAL OF ANY MATERIAL. 14. ALL MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDOT INDEX 102-600. NO LANE CLOSURES WILL BE ALLOWED UNLESS OTHERWISE AUTHORIZED BY FDOT. 15. ALL WORK WITHIN FDOT R/W SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND DESIGN STANDARDS (LATEST EDITIONS): - THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (A.K.A. STANDARD SPECS) - FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND OPERATIONS ON THE STATE HIGHWAY SYSTEM (INDEX REFERENCES ARE TO FDOT STANDARD PLANS FOR ROAD CONSTRUCTION). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. - ROADWAY AND TRAFFIC DESIGN STANDARDS - FDOT ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTER 2 AND 25 - FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC ROADWAY, CURBS, GUTTERS, SIDEWALK, DRAINAGE SYSTEM, AND UTILITIES AS A DIRECT RESULT OF NEW CONSTRUCTION. 17. THE SITE DRAINAGE AND CONSTRUCTION IMPROVEMENTS SHALL NOT ADVERSELY IMPACT ADJOINING PROPERTIES AND/OR ROADWAYS. 18. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION OF BUILDING BY AN UNOBSTRUCTED 20FT WIDE ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 19. ALL MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOF AND SCREENED FROM PUBLIC VIEW. 0 z (n w J z O z M w J Q Q Z Ln O n N V) N 0 w J p of Q a - U Q O J Li W Q Cfl �D 0 00 C J p 0 0 O C J C/-) J J Q Cfl 0 00 p 0 00 C J O X 0 LLJ z N ° r m I D Qoc�� 0' C U [L m00 CD O U O J J V) z O En o F- > 0- Qf W " n-, LL'L� 0 Z Q J M W 0~p O W W — �p � O # 0) LL Z=n W a W IL m p� 0 LLJ W 0 Z W V W m(00 SCALE: DATE: 1 "=30' 11.1.19 CAD FILE: SITE PLAN JOB NUMBER: BK #6400 SHEET SITE n Q z p 0 0 < 0' J LL -0 CD CD 00 000 O 00 > 0 z � Q O LLJ n 0 I'V1 0 r\9 DD C Q V) z O En o F- > 0- Qf W " n-, LL'L� 0 Z Q J M W 0~p O W W — �p � O # 0) LL Z=n W a W IL m p� 0 LLJ W 0 Z W V W m(00 SCALE: DATE: 1 "=30' 11.1.19 CAD FILE: SITE PLAN JOB NUMBER: BK #6400 SHEET SITE 2A5012A5012A5014A5031A50210A602REV.DESCRIPTION BY DATESCALE:DATE:JOB NUMBER:DESIGNED BY:REVIEWED BY:DRAWN BY:4220 EDISON LAKES PARKWAY MISHAWAKA, INDIANA 46545 BRAVOFLORIDA, INC. The concepts, designs, plans, details and other information as shown on this document are the sole property of JPR and were created, developed, and presented for use on this specific project. None of the concepts, designs, plans, details or other information hereon shall be used or disseminated without the expressed written permission of JPR. 2019 JPR - All Rights Reserved.ARCHITECTURAL: AA26003736ENGINEERING: CA32769 South Bend, IN p: 574.232.4388 Elkhart, IN p: 574.293.7762 Fort Wayne, IN p: 260.422.25222019-0318BURGER KING - #6400 604 N. E. PARK ST.OKEECHOBEE, FL 34974 PRELIMINARY SET 11.15.19 UNDER ARCHITECT REVIEWNOVEMBER 15, 2019A401EXTERIOR ELEVATIONS1/4" = 1'-0"CSSSJV. 1A5032A5032A5018A6023A5031A5011A5013A503REV.DESCRIPTION BY DATESCALE:DATE:JOB NUMBER:DESIGNED BY:REVIEWED BY:DRAWN BY:4220 EDISON LAKES PARKWAY MISHAWAKA, INDIANA 46545 BRAVOFLORIDA, INC. The concepts, designs, plans, details and other information as shown on this document are the sole property of JPR and were created, developed, and presented for use on this specific project. None of the concepts, designs, plans, details or other information hereon shall be used or disseminated without the expressed written permission of JPR. 2019 JPR - All Rights Reserved.ARCHITECTURAL: AA26003736ENGINEERING: CA32769 South Bend, IN p: 574.232.4388 Elkhart, IN p: 574.293.7762 Fort Wayne, IN p: 260.422.25222019-0318BURGER KING - #6400 604 N. E. PARK ST.OKEECHOBEE, FL 34974 PRELIMINARY SET 11.15.19 UNDER ARCHITECT REVIEWNOVEMBER 15, 2019A402EXTERIOR ELEVATIONS1/4" = 1'-0"CSSSJV. l;enterline a d c a n a Asphalt Pavement I I Cl 0 -0.0- _ 0 Metal Guard Rail P, -0.3 -�-{1 .7 1.� � � 0:+ Sig Sign _* - - - 3.4 .5 2.8 • O(2 - - • 05 5.5 6.2 g6.2 5.7 4. 4.7 5.0 4.4 / (8 6.8 6.8 6.7 6.6 6.2 V5.2 5.0 5.6 5.8 O 5.3 6.5 7.4 8.0 7.7♦ 6.9 6.3 5-ZT 5.2 4.8 5.7 5.5 �O L � y A0 5.8 6.7 6.9 7. 6.5 6.1 5 3 4.5 4.3 4.9 6.5 6.1 I I m 5.9 6.8 6.2 6.1 5.4 3.5 6.7 6.4 5. O O/ I � / D 0 • � C� 2 5.5 5. 4 3 3. 2.5 2.6 ' /' �/ .2 6. d / Q Oa • d / // �/ �/ / 6 .7 5.3 4. 5.6 6.0 0 / 5.5 5.5 5.0 3.7 2.8 2.6 9.2 4.8 5.8 5.2 5. / O K K KI 20.0' 3 G VELREA A r- P� E4 � �K t 4 4 t L- / / / / / / / o 0!7 5 012 02 e 0 O O C�O 1*3 IM J. 5.5= L Ctrl L 3. i 8.9 5.7 J. I � 00 K 4.3 4.8 4.4 3.9 2. 2.4 0.1 4.7 5.8 6.1 010 L K Ki 5.6 5.1 3.7 3.3 1.2 5.3 6.3 6.6 4. 6.3 6.2 5.6 4.2 4.4 K LK 1.9 5.5 6.5 6.5 4. 9 � , o � / 1.5 4.1 .6 B 6.0 6.0 5.3 4.1 4.0 i.1 6.0 .4 4. 0 K KJ 3.2 5.2 5.3 5.4 5.3 4.1 3.3 3.3 J 9.7 1.5 5.6 5 5. 41 / 2.4 3.9 5.3 5.5 5.0 4.0 3. K K 9.8 .2 5.7 5.1 5 d 0/94.9 4.6 4.1 3.4 2.6 1.7 K 1.8 .9 5.6 5.4 09 ® 4.6 3.9 3.0 2.2 O .2 .4 5.6 5 7 K Ld J O 5 .3 4.6 3.8 2.7 2.1 2.1 ❑� a 8.7 t .7 t 5.9 5 O 4.5 5.7 5.1 4.2 3.4 2.5 2.2 6.6 5.9 5.4 5.5 4.7 3.8 3.0 2.2 2.4 -0 6.5 .9 5.3 1 6 B 5.0 5.3 4.4 3.5 2.6 2.1 2.6 3. 5.&* 7.0 7.1 6. .6 �► 2 6.0 6.7 6.7 4. 1 4.9 5.1 5.3 4.1 3.5 2.7 2.5 3.1 4. 5 6'j* 6 6.2 1 � a 1.0 4.2 5 Q 4.7 4.2 4.0 3.5 3.5 4.1 7.5 9.0 LIA4 19 1 1 7.5 6.7 6 6.4* � ♦ gl 3 4.2 4.0 4.1 4.3 4.3 5.2 6.2 7.5 8.1 8.5 8.6 7.5 6.8 6.4 5.6 1 3.1' 3.4 3.7 4. 5.1 5.8 6.6 7.2 7.6 7.5 7.3 6.9 6.2 5.5 .0 2.5 6.2 6.4 6.4 .9 7 5. 5.1 4.3 3.9 0 8 O �-9 6. 5.9 4.8 4.1 3.4 .7 .4 0%7 B 0/.6 Lot "A" PHOTOMETRIC ff\- �k18" PLAN 1 If = 20'-0" 2" DEEP GRAVEL EM 34.7' Tall Sian nom/ v rri a i n P 00 0.0 00 9. 16" _\L1 8" r� N LIGHTING GENERAL NOTES: 1. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS 2. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARDS LAMP RATINGS IN ACCORDANCE WITH THE ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 3. THESE CALCULATIONS WERE DERIVED USING A COMMERCIAL COMPUTER SOFTWARE. THE FOOT CANDLE LEVELS WERE DERIVED FROM MANUFACTURER PROVIDED IES FILES WITH FIXTURES LOCATED WHERE SHOWN, WITH INDICATED MOUNTING HEIGHT. TREES AND SHRUBS AT THIS PROPERTY LOCATIONS WHERE TAKEN INTO ACCOUNT FROM LANDSCAPE PLANS. 4. CONTRACTOR SHALL PROVIDE ALL PERIMETER ASSEMBLIES WITH FIELD INSTALLED PAINTED ALUMINUM EXTERNAL HOUSE SHIELDS TO LIMIT LIGHT SPILL AT THE PROPERTY LINE IF NECESSARY. 5. FOR TYPICAL CONDITIONS LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL COUNTY LAND DEVELOPMENT CODE AND ANY LIGHTING ORDINANCE. LIGHTING CAN BE AUTOMATICALLY EXTINGUISHED NO LATER THAN ONE HOUR AFTER THE CLOSE OF BUSINESS OR FACILITY OPERATION AND/OR USE BY THE PUBLIC. AFTER-HOURS SECURITY LIGHTING MAY BE PERMITTED WHEN SUCH LIGHTING DOES NOT EXCEED 50 PERCENT OF THE NUMBER OF LUMINARIES OR THE ILLUMINATION LEVEL REQUIRED OR PERMITTED DURING REGULAR NIGHTTIME OPERATION HOURS. 6. IT IS RECOMMENDED THAT A CRIME STUDY IS DONE FOR THE AREA TO DETERMINE IF HIGHER LEVIES OF LIGHTING IS REQUIRED. THE DESIGN LEVELS USED WERE UNDER NORMAL CONDITIONS. ALTHOUGH LIGHTING CAN NOT GUARANTEE SECURITY IT MAY BE NECESSARY TO INCREASE TO HIGHER LEVELS IF SAFETY AND SECURITY IS AN ISSUE. 7. ELECTRICAL PLANS SHALL CONTAIN SPECIFICATIONS FOR EXTERIOR LIGHTING CONTROL DIAGRAM AND SEQUENCE OF EVENTS FOR FUNCTIONALITY. CONSULT ELECTRICAL PLANS. 8. ALL ELECTRICAL WORK DONE MUST BE IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE 2014, AND FLORIDA BUILDING CODE 2017, 6TH EDITION. 9. PHOTOMETRIC PLANS WERE DESIGNED PER ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA )RP -20-98, COLLIER COUNTY LIGHTING STANDARDS, AND GAINESVILLE COUNTY LAND DEVELOPMENT CODE. 10. FREE-STANDING LIGHT POLES SHALL BE PROTECTED AND LOCATED IN AREAS THAT PREVENT THEM FROM BEING EASILY DAMAGED BY VEHICLES AND OTHER EQUIPMENT Parking Lot AVERAGE FOOT-CANDLES 5.20 MAXIMUM FOOT-CANDLES 11.9 MINIMUM FOOT-CANDLES 1.3 MINIMUM TO MAXIMUM FC RATIO 0.11 MAXIMUM TO MINIMUM FC RATIO 8.83 AVERAGE TO MINIMUM FC RATIO 3.86 Boundary AVERAGE FOOT-CANDLES 0.22 MAXIMUM FOOT-CANDLES 1.0 MINIMUM FOOT-CANDLES 0.0 MINIMUM TO MAXIMUM FC RATIO 0.00 MAXIMUM TO MINIMUM FC RATIO 1.02/0.00 AVERAGE TO MINIMUM FC RATIO 0.22/0.00 LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING MODEL INPUT VOLTS QUANTITY POLE WATTS HEIGHT A (1) 188.5W Slice Medium - SLM Outdoor LED Area Light POLE LSI INDUSTRIES, INC, 188.8 MULTIPLE 1 25' J S LM -LED -24L -SIL -5 W -50-70C RI k B (1) 248.6W Slice Medium - SLM Outdoor LED Area Light POLE LSI INDUSTRIES, INC, 248.6 MULTIPLE 9 25' S LM -LED -30L -SIL -FT -50-70C RI -I L � K (1) 30W Radius Wall Sconce WALL RS-30WLED-DO-MT 30 120V 1 P 2W 17 8'-10" LED, HID / LED U] RS Series � 00 00 ko M M L� I Q o a � FiON a �Nw w �LnM • NgLn 9 N"DI m X [] L) C] m00D] J It It dw a dew w a CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 W MW W U ❑ W J = W J Li J Q W U) W O W IN � W ❑ ryw % ❑ Q W ` J ❑ a❑ L` ❑ W I a ❑ � C] � > Q Z W W Q W`, LL Y ❑ Y w ❑ ED �m�t0❑ 4za w w w p w 0 z o a Q m CIO Ln 110 iO A 4- V O I� E V O r- ry N ry w N 0 0 roII 0)wo 0 O O Ln �O O N N O 0% 0 in t/i 4J - U o _ i ro Ln II O U� N a o U� Q Q v� o z U a O w u o 4�����800 00000 ® °z ® � ® �® ®� z ®Ooh° e �® SHEET PM I � Q m � J k I.L Z � U � U] � W 0 0� W r Q 0 N � O r N [Y] � l!'1 t0 Z Catalan # : Prepared By Project [late : Slice Medium - SL Outdoor LECA area Light Slice Medium - SLM Outdoor LED Area Light Features & Specifications Vii- � im RSiHII�S ARRA /� y�.y �yy 1.. WIRELESS rys�=• O( ulal s• +m [iliun-rahie CONTROLS • ft"-ihr m orae pim silicx"00C Shoot delivers ilr usby leading z decal control kith an iwWrand grim to provide IPW ratan[ seaaW optica! ,_ _ I +OMIY,SKY i.f'rMCr4ER tftarrlGer in 1 rorllporlr�flt. - ■ PmpriNzy silimm wkwWr optics provide comphonal cowrap ;old atilfwri ty In IES Types 2.3,5W, FT and FTA. Product Dimensions W Stllcone optU material does not ye:lkw or earl¢ whh We and provides a typical li0ht ibarlSrnitM" Of 93%_ ' upli9ht 4 �. ■ Avallable in 5OWK, 400K MW aid 2709K color rempemros per A1151 if 3 M377. Also Avalil in Phosphor O1lrlvalwl Amb" orcin PP* iftM4 A6101101. winimum CRI of 70- 1i(l� il�ltrrr} Irdegral L.ownr (IL) option wilabie for improvW bactriight cuatrol wittiont sacrificing slraet siriu perfurmmm Sege page 5 for inion +ditMir, ElegHcal +High-pgrfortrrarice drillmrfeWum aver -volt X under-v►�tfW, short-dralit Ilinimurr Pepsine y o 't xW am lamperaiure prulection. 12' in ■ 0-e0it dimming (10% -100%) standard. ■ Standard Universal Vdbp (129-7R Vac) Input 5WIA Hz or optional High �' 2.�• (�11rrr} Yaltage (347,4lllii elle). - uUli wiwiau;u u1C. rlilNN nuu1S L,xx LIo11G11 ir1a111ua1u111,G flu rayc a7 Total harlTmic thstorlrarl: <20% s a trig tengwa6lre: -40T to +50°0 (A("F to +12M. 42L luneeu Paid aw rAW to An ■ Powff fadalr. >.90 s Input pallier stWs consbM wff Iite. Held repiavlle mW pnobstion &%lue mlrets a minimum wry C Low ciWation (per ANSI11EEE 082.412). ail y Mph-affimq LEDs mounter[ to maial-Are eiicurt boamd to romdmilim bag dissipation Ten ilnal hIo& prunrk;>bd am4ts up ?a 10ga vAm ----lmSuffa.5erxr W Crriparrerns are fully anwixt In poulrg ma ulal for moisture redsmiice. I36v4r CiiMhlilLS VMfr FOC 02Nnldai>tf5. OYirdr _1rtd 6hW fele(: MF%ir t Irnp0liidtlle can slily do ate. lkF vim L91 Y'rdel Wk -s irnG ' 0r=j Allluw,e wwrklSi Mdasftk=com -&W572-MW- kwnbilm W -Al r40W;5; rEe9err/e4Y. 9'__VJTli9 Prestressed Concrete Pole -Pole Weight= 2,140 pounds -EPA capacity= 9.0 -Wind speed= 160 mph Vult -Exposure "C" -Risk Category II -Gust Factor = 1.2 -Load factor = 1.3 •2014 FBC 1609 1819 -ASCE 7-10 -Min. Brk. Strength= 1,800# -Concrete= 6,500lbs @ 28 days -Grd. Wire= #6 str. copper -Strand= 1/2" @ 70% Ultimate -Tenon= 2 318" OD x 5" Hgt. -Color= Natural Concrete PROJECT: 25' 910155 1�a3B i�ti�ti�•. .r.r.r• ti.ti.ti.•.� 5" X 2 3/8"OD TENON t TPnnn i.q nminridpel internal of concrete via grounding clamF 1" PVC CHASE (POWER) Grade 1" PVC Inlet Ft-10' 6" I 7,6„ a 34' 91 ri) Performance (Cont.) All published lurninaim photo netric testing pertur rod to IESNA Lei -79 standards- ISO fooic tdla ply below demrmtrato the Slice (Sine[) light patbarns only. Not for tatal fixture output For cornoob specfimiions aW IES files, see w ite- ^.)49 FP7/ --g- a--.,\ I ---w-- -_ FT 5W F1R Tm 3 Tppe 2 Ordering Guide FPMmmmwtE SUM LED 36L SIL FIA UI01 DIM 50 76M1 KMN OW IL 1 ipileilsptft Light LUiilen 1.1119 Prfffk 4lire� Paak3w 1ie1 MI Dkiiilaft arra '11114 m IkWM ti -in LED SL -9 minis SIL-,ra71wn 2-TM2 t-s1i1" ow -u vebw M-0-lo9 klrriV(0l1*%1 51rq EM -Sire caoya]f 1!L-1F=hW proieefian 3_700 L 0116xNAled"M (1 ft" - � Y1i>a SV - Platinum Silver 4�fi�1 �l9H larnr�rlrlly� • Die cast aluminum haLWing 1$L-r3tl s adf.- 24pp1 Yi1kw M cniliiils> te' Ser_TW6Wik k-0pira11i*diig11191 RT-K0Vabv? l 13hmnsion at Olruurtd rlll�cn - A1iMk Syllrp� �ilnl �ll fio5i f Sac � � W� SOL- Am lnks {araiak+lefor LIMP ""r.CA*) Fr - Fmvidl inm i'+a �e�ue 1 -►row �� 2 MANDREL CONCRETE 815L-36mtris '�` • �filfdilt'� �gi@@11 FR-Fwu AdllrwAutmnrt cnrtctealal rc GM Iasi AIi-AKM9liupra 025 A LSI Fater (LF) 42L- k6. Morldrel Taper Ca m%twnHrl1[/MadxdP b-IffIloMSeU u - lh Fed rb 0.9 Nlarah'd iia Bun 6.04 in rlt- 10015rftiftykr mad 5y Mnnil 1_*-ffIPolin5laMe �- Aililc u + puWMMIllb ad loud 01llg isfiftte12-Wklariailwas Rzxsxa4-AiiLi>ie9�llt kM= UL LL9.ted for'Wet LnCatlrfM 16'W x 7"H x 9"'D CIrre r limited ►,tirrarrarrry for PSMH 'Y'd 'u' P;>t�ial5exbr� f�iliriinilt M-5010 Wr 8-4,iA Wr am_3AM GGT' 27-2m em ATS -R G@ilwtiid711d*i11 IRS 100PSMH - 100W Pulse Start Mir UD - Uplight / Dorvnlight Halide Dt7 - Ck)wtdight rally 30WLED - 2M LED tw nr ly) 42WLED - 32W LECs (uri oi1[yi cilei "ming oOldraiE:(>:iom oilr) r,ItWr 011011116 aw-Nolle M!1111 I 11111' 1111111 3111011-7atm tBlOiilt 1112 -Rimae s-0 fI: EM -Sire caoya]f g proieefian DB - Dalry Broom-_ MT - Muhl Tap 120 - 277V Clete- Tempered Glass Lem E*awm Fador (K.) reles��antrrk53�9Ai�t, RLSi;-AiWc9yidpee - � lL- rlleglyl Laievorr155' SV - Platinum Silver 4�fi�1 �l9H larnr�rlrlly� • Die cast aluminum haLWing 0 -ft cniliiils> te' tf�1r-Nlefiil Sditr Direcdonainy OU 120 -120V Singfe pi"g�sk�t 13hmnsion at Olruurtd rlll�cn - A1iMk Syllrp� �ilnl �ll fio5i f Sac � � W� 1.2 {araiak+lefor LIMP ""r.CA*) 10_65 in i'+a �e�ue 1 -►row �� 2 MANDREL CONCRETE QWW *M11111111 MAO UNW-1 '�` • �filfdilt'� �gi@@11 11-75 in cnrtctealal rc GM Iasi AIi-AKM9liupra 025 A LSI Fater (LF) 1.3 Morldrel Taper Ca m%twnHrl1[/MadxdP b-IffIloMSeU u - lh Fed rb 0.9 Nlarah'd iia Bun 6.04 in rlt- OAA mad 5y Mnnil 1_*-ffIPolin5laMe �- Aililc u + loud 01llg isfiftte12-Wklariailwas Rzxsxa4-AiiLi>ie9�llt UL LL9.ted for'Wet LnCatlrfM 16'W x 7"H x 9"'D CIrre r limited ►,tirrarrarrry for PSMH 'Y'd 'u' P;>t�ial5exbr� Ili Rated fixture, Filar limited warranty for taerlml Ii[�tt t S�ieNe � it112'�' fAaliln S�tis�r DLC Llan f6r LED tlrw+rrilight only LED 313ttures;, Certain emd"orm apply. U (R910995G4)0-20W-5L0KJ For details, see warranty docurneent Par- 9-lfir LCllmiiir{ l asrtals7�dij attached. I - Iloo Nam gni*1712MN40 �-krgrallto- Sallsarl2-W1W2i " �- [acute[ NAM" Stleaur ffiW 1711-277 - tW- Ildsgfal AiA1tli15irr151uf ts•1Y�17-�Sila ■1�1111ttnr- ketal Nam 5eimi 1Y 2 341 �150v 1st - lift" btuiifii5fiYd1r2[i4!"3914119 6 i�r_7P'Mrftmndi�alpkigi141LCli;l�a1' W r CREE-4`6 Bottbre ilna P1lalviceis x' 24M CklA%lite. All F&OffSsxasermexi ThL' isll vA alarir lr ih INt documewd 1e ct Wed h Q reit U -12W ss�kinw aurasaill lite rA r ty I�rlmrg pewdlrrtsMym IMl•EG1;1frMD UGHTINS SOLUTIC1NS Crtee OA�ftInc miniaxhcr includngthlwepladixx AbCAML PCI21* 7 -M -277Y 0 lilt. �)bM 1Wtaltiu9tifn AWO I knem, VVI 534M I phwe: ? 2ee-06W I Fa= 06M 230,7500 1 naticrnAaCCWAtVWaleib r0M I mmeTem amigmin+gALS P[I;ldi-34711 L91 r l k wiYeS' im tM6 j Aliutl a rid. Ck,0nr"-6 Cm +SnU• wr'srlil i•ir*=0ieS -&0572 mW • ft -M kXkKWM Wt All IF44r rY! Cl Burger Ding bile~ Design POLE Cl■11ENSIO 5 WIND 1_00"NG G F oduies EPA 3.50 sq_iL TGU Lfwr 3&0 A blind sp&nd M 14111 Enna le ant s-0 fI: EM -Sire caoya]f C proieefian 2&0 A E*awm Fador (K.) 1122 rip nimensim 6..5 in r.ire Potsw (Kr} EFA 0 -ft TaW Facklr km bilk Direcdonainy OU 0.9 13hmnsion at Olruurtd %29 irr GwA Fackm (G) 1.2 aw twW asion 10_65 in Shwe radbr X;) 2 MANDREL CONCRETE Wridrai Bial Tip 11-75 in cnrtctealal rc GM Iasi Shut from Tip 025 A LSI Fater (LF) 1.3 Morldrel Taper 0.127 ifdit lh Fed rb 0.9 Nlarah'd iia Bun 6.04 in 01 OAA ATTACHED EFA No. Sired ShraildE-_ 4 F oduies EPA 3.50 sq_iL a Mu tet(. Liouftfim Height 25-0 a ApOiAd Foo wlkwd PregsLre 729 In c6_oko2WxK,xKdxV7 36.89 PdUK pm +q, x G x rue M_5 P9 ult man Pale d = 9.00 It A= 15 if Ad-- [bp Y2+((W"p k3 179 W Mm,�= p x Ad 15.0 ft -k M"Iez PIMA x EPA X freourRtriy hoigM 12.2 ft -k M,&p w,h + MEft3 36.1 ft -k hho"Mad c.apaclly of Poles 0__ 1_46 in No. Sired ShraildE-_ 4 Nm Dormant-- 0 a Mu tet(. n-3mire, A. a W ri„-- 729 In & 6.33 Ml 21651 111-11 OAD4521 l� 0 Emb€rdmor t dWifi d = 9.00 It Embod it sire [eavar ) fpm 248 ka fps dmw= 316 ksi 0__ 1_46 in NtEnber Straruig (law- 37 fl -k a Mu tet(. Poft Ealbedrrind Shona[ Area 0.153 ire Strand StroWl i M = (0.6)M,'= 21651 111-11 Soil pavAv presmine q_ 300 psf I ft Emb€rdmor t dWifi d = 9.00 It Embod it sire [eavar ) b= 14.1 in 1i = (dXq)F3 _ ow Ig A = (2.34 P YM b) = 3.19 d = (AnNI +[I + (4-M IVAAL"2 r 8.99 ft 2-96 in 2V F"jec6on keel 9 Min ErrbeKkrrent Sellect Stmetura.l REIINFisr2 ING NtEnber Straruig 4 Strand D amete r OM In Shona[ Area 0.153 ire Strand StroWl i 2M ksi Strand clenubw Zin In WHIM Tension 70% Reinf Atea 0.153 1112� Reirrf 5'e "gffi 270 k&i Reinf Centrad 2-96 in 0 k uft Pole iMiglit 4069 psf 1111 0.aG 512 Wulr P" 0 lb Per= 1364 lb P„0,& 4671b P6kr 241] Ib i 4m 0 ift, P•_- Q kf= it fin fps= 248 kA h (+avw) = irxct it (+tel dimension for 99Lmre palls) (Equanm 48-4) 1787 Ib Oifians POLE NOTES: 1. ALL WORK MUST BE DONE PER FBC2017 6TH EDITION, THE NATIONAL ELECTRICAL CODE (NEC) 2014 AND LOCAL COUNTY AHJ. 2. CONTRACTOR SHALL PROVIDE ALL HARDWARE NECESSARY TO COMPLETE THE INTENDED INSTALLATION. 3. CONTRACTOR WILL BE REQUIRED TO SUBMIT CALCULATIONS FOR POLE MANUFACTURER, SEALED BY STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY CONFORMANCE OF EACH ENTIRE POLE AND FIXTURE ASSEMBLY TO THE FLORIDA BUILDING CODE AND REQUIRED WIND LOADS. 4. ALL POLE LIGHTS SHALL BE INSTALLED AT HEIGHT INDICATED ON THIS PLAN FROM GRADE. CONSULT WITH MANUFACTURER AND STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA FOR POLE BASE REQUIREMENTS. 5. EACH POLE LIGHTS SHALL BE PROVIDED WITH HAND HOLES MINIMUM 6" X 411. THEY SHALL BE SIZED TO CONTAIN ALL FUSE HOLDERS, CONNECTOR KITS, AND GROUND ROD. ALL CONNECTIONS SHALL BE WATERPROOF. 6. EACH POLE LIGHTS SHALL HAVE A 3/4" X 10' COPPER CLAD GROUND ROD CONNECTED BY A #4 BARE COPPER CONDUCTOR. ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED TO THE GROUND ROD. ALL GROUNDING AND BONDING MUST COMPLY WITH NEC 250. W W IL O U W I - Z 11 a - W W m In I In m m m M JM L� I Q o CLa � FON a ��m W NoLn 9 Nkoq mXror� O 0CC J f OW a a P w Iii w f a CARL❑S M. ❑RAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #273850 LL L Cl 1 LLZ U W O J W J J Q Q W U D `LL L.LY W W I..V W O QM a J a0In LL O ZU Z W Q q W\/ I 0i O Y w m ADO zJ a z z w W 0 Ir w o = a Q rn V) w o o co Ln Ln .o 0 U v ro MO _ N O n Lia � C:) 0 11 LU 0 ^ O ai l/') O O Z) C) C7 C) m II o U N - a-' E U v Q U v C) . � II U II a--' - 0 Ln 0 0 a o 0 U 0 Z ® e �® <W ®` Q° 0� SHEET �Q m� O_ J LL Z � U U O W r Q 0 N r � O � N tY] � to �0 Z DRAINAGE REPORT FOR BURGER KING # 6400 604 NE PARK STREET OKEECHOBEE, FLORIDA PREPARED FOR: BRAVOFLORIDA, LLC 3018 U.S. HIGHWAY 301 N. SUITE 100 TAMPA, FLORIDA 33619 813.374.2413 PREPARED BY CARLOS A. SOLIS, P.E. P.O. BOX 431764 BIG PINE KEY, FLORIDA 33043-1764 813.426.4880 NOVEMBER, 2019 . ."'ll. Digitally signed by Carlos cE : r F �i� -; ASolisDN: c=US, o=Unaffiliated, No.42758 ou=A01410D0000016C1E 95E135000022AE, STATE OF cn=Carlos A Solis ccs G Date: 2020.02.12 09:50:19 S�DNAL 05'00' 101 nstjj!sq ou suA cIscjtouic cahl— btiujsq cobis2 ajtp!x gacnwsut ".-, --gstsq zeusq suq -11-q -q tps 2HV-1 sntpsujicsjjou cogs wnxt ps MR ".w psx p— gl8usllA xieusq suq —[s q pA C: qpa y 2.p' bE 4 45128 nx!uB s 2HV-7 sntpsutfcsHou coq, Introduction The project consist of the redevelopment of an existing Burger King restaurant on a developed 2.56 acres parcel located on NE Park Street (SR 70) in Okeechobee, FL. The restaurant is being re -developed in a similar fashion, and the proposed design will incorporate the balance of the parcel in the new stormwater management system for future development. The project was previously granted an exemption from the SFWMD. The re -development proposes a similar building and site footprint, with an increase to the parking area. The site currently has approximately 0.80 acres of impervious area consisting of asphalt parking, building and sidewalk area on the north third of the site, with the remainder of the site undeveloped and runoff from all flows off to the east onto Taylor Creek. The allowable discharge is based on the pre=developed rate from the 25 year 24 hour storm for the site. The proposed design will also meet the current water quality requirements. Site specific soils investigation were performed on the site. The analysis indicates Review of the Soils Survey indicates the site is predominantly Udorthents soils, which is likely spoil material from excavation of Taylor Creek. Water levels at the site were observed at 8 feet depth along the northern portion, including the pond area, and 5 feet towards the south in mid-October. Considering that the area is coming out of an above average wet season, the SHWT is established at 6 below the surface or EI. 16.0 in the vicinity of the pond adjacent to Taylor Creek. Existing Conditions As previously mentioned, the allowable discharge will be based on the existing conditions prior to any development on the site. The SCS methodology shall be used for the stormwater design. The existing soils are typically classified as type B soils, and CN for open space of 42 will be used. Tributary Area = 2.56 Ac (111,435 SF) Imp. Area = 0.80 Perv. Area = 1.76 The result of the analysis indicates the allowable discharge from the site is 4.21 cfs @ 60.01HIr See attached input and results Post Developed The site will be developed such that runoff from the re -developed restaurant will be routed to a proposed detention pond, which will also be sized to accommodate future development for the rest of the site. The impervious area allocated for the future development is 0.72ac. The pond will be designed to provide water quality for the entire site, and restrict the site discharge for the 25 yr-72hr to the pre -developed rate for the same event. Runoff is controlled by a proposed control structure which will discharge to an approximately 75 long spreader swale along the eastside of the proposed pond. The required water quality volume will be retained below the overflow elevation, providing dry retention. Water Quality The water quality requirement for the project will be accomplished by means of off-line Dry Retention utilizing the proposed stormwater pond. Required Volume: The minimum water quality volume shall be the greater of 1" of runoff from the entire site or 2.5" of runoff times the percent of impervious area. The required volume is reduced by 50% since a dry retention system is used. Area = 111,435 sf Impervious area= 35,461 sf = 64% V = 111,435 sf x 1 "/12"/ft = 9286.25 x.5 = 4,643 cf V = 111,435 sf x 2.5"/12"/ft x.64 x.5 = 7,708 cf (req. Vol) MODRET groundwater mounding analysis is used to demonstrate the recovery of the required volume within 72 hours. A DRI was performed onsite yielding a result of 8 inch/hr of infiltration, which equates to 16 ft/day of vertical infiltration and 32 ft/day of horizontal infiltration. The following parameters are used in the analysis: SHWT E1= 16.0 Bttm Pond Area = 2724 Kv = 16ft/day Kh = 2 x Kv = 32ft/day SF=2 The result of the analysis indicates that the pond recovers to elevation 18.5, at 24.25 hours less than the required 72 hours. See attached input and results System Volume Volume for water quantity is provided in the proposed stormwater pond. Discharge from the site is via a 0.7' weir set at the El 20.5 providing a water quality volume of 8,332 CF, which is greater than the required 7,708 CF EL. Area (SF) Vol (CF) 18.5 27245 0 19.5 4105 3415 20.5 5710 8332 WQ Vol 21.5 7465 14910 22.5 9332 23310 Runoff from the site is routed to the proposed retention/detention pond. After retaining the water quality volume, the site will discharge via the control structure, utilizing a 0.7' weir to a spreader swale and ultimately to Taylor Creek. Input and results for the post developed conditions are as follow: Hydrograph input Area = 2.56 Ac (111,435 SF) Imp. Area = 1.70 Ac (0.8 ac for BK, 0.9 ac for future development) Perv. Area = 0.71 Pond Area = 0.15 CN= (1.70 x 98)+0.71x 42) + (0.15 x 100)= 82.9 0.85 Results 25YR Q= 4.07 cfs < 4.21 cfs OK Peak Stage = 21.96 100Yr Q= 5.6 cfs Peak Stage = 22.31 See attached input and results IV.t. rarK JUeet MODRET HYDROGRAPH DATA INPUT - SCS UNIT METHOD Project Name : BK Okeechobee 25Yr 72Hr Rainfall Distribution : SFWMD (72 hrs) Contributing Basin Area 2.56 ac. SCS Curve Number 59.50 Time of Concentration 10.00 min. Rainfall Depth 9.00 in, Shape Factor 256 Percent DCIA 0.00 % Analysis Date: 12/2/2019 4.2 4 3.8 3.6 3.4 3.2 HYDROGRAPH : BK Okeechobee 25Yr 72Hr 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48 51 54 bt W W tjt5 Ott tz Time (hrs) Qpeak: 4.2721 cfs Time of peak: 60.0 hrs Vtotal: 37,571 ft3 . ........... 4- 2. 0 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48 51 54 bt W W tjt5 Ott tz Time (hrs) Qpeak: 4.2721 cfs Time of peak: 60.0 hrs Vtotal: 37,571 ft3 MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : BK Okeechobee Water Quality Drawdown POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom Analysis Date: 11/5/2019 2,445.00 ft2 7885.00 ft3 2.30 8.00 ft 16.00 ft 18.50 ft 18.50 ft 20.50 ft 0.15 16.00 ft/d 2.00 32.00 ft/d 0.21 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N 0.00 0.00 0.00 0.00 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: BK OKEECHOBEE WATER QUALITY DRAWDOWN STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 1.13 916.88 1 1.00 6,791.13 2 8.73 0.00 3 8.73 0.00 4 8.73 0.00 5 8.73 0.00 6 8.73 0.00 7 8.73 0.00 8 8.73 0.00 9 8.73 0.00 Analysis Date: 11/5/2019 MODRET SUMMARY OF RESULTS PROJECT NAME : BK Okeechobee Water Quality Drawdown CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 16.000 0.000 * 0.00000 0.00 16.000 0.28522 0.25560 2.13 19.959 0.22599 0.00 0.10428 10.86 19.127 0.08086 0.00 0.05745 19.59 18.669 0.04839 0.00 0.03934 24.31 18.500 0.03445 0.00 0.02957 37.06 18.120 0.02660 0.00 0.02362 45.80 17.931 0.02157 0.00 0.01952 54.53 17.776 0.01801 0.00 0.01649 63.27 17.644 0.01534 0.00 0.01419 72.00 17.531 0.00 Maximum Water Elevation: 19.959 feet @ 2.13 hours Recovery @ 24.305 hours * Time increment when there is no runoff Maximum Infiltration Rate: 5.602 ft/day Analysis Date: 11/5/2019 POST -DEVELOPED 25 Year Storm Sewer MODRET HYDROGRAPH DATA INPUT - SCS UNIT METHOD Project Name: BK Okeechobee 25Yr 72Hr Rainfall Distribution : SFWMD (72 hrs) Contributing Basin Area 2.56 ac. SCS Curve Number 82.90 Time of Concentration 10.00 min. Rainfall Depth 9„00 in. Shape Factor 256 Percent DCIA 0.00 % Analysis Date: 12/2/2019 6 5.8 5.E 5.4 5. 4.E 4.( 4.A 4., HYDROGRAPH : BK Okeechobee 25Yr 72Hr 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 Time (hrs) Qpeak: 6.1248 cfs Time of peak: 60.0 hrs 45 48 51 Vtotal: 64,405 ft' 54 57 60 63 66 69 72 T I 2- 4- 2- T 8 6- 2 I Ak 0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 Time (hrs) Qpeak: 6.1248 cfs Time of peak: 60.0 hrs 45 48 51 Vtotal: 64,405 ft' 54 57 60 63 66 69 72 POST DEVELOPED RESULTS MODRET ROUTING MODULE STAGE -STORAGE INPUT DATA DATA POINT ELEVATION (feet) POND VOLUME (ft3) 1 18.50 0.00 2 19.50 3,415.00 3 20.50 8,332.00 4 21.50 14,910.00 5 22.50 23,310.00 Zero -Infiltration option is OFF MODRET ELEVATION VS OVERFLOW RELATIONSHIP PROJECT NAME: BK Okeechobee Water Quality Drawdown Structure Type: BROAD CRESTED Crest Elevation 20.50 ft Crest Length 0.70 ft Coefficient of Discharge 3.31 Weir Flow Exponent 1.50 Number of Contractions 0.00 Design High Water Level Elevation 22.50 ft Anal\icig Bata: 1212!2019- 4 3.8 3.6 3.4 3.2 2.E 2.E 2.z N � 2.e ry L 1J in 1. F 1., [$I A I o ROUTING: SCS2.SCS 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Time (hrs) Max Discharge Rate = 4.0679 cfs ff f I i t t s 1 � l >. i 2 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Time (hrs) Max Discharge Rate = 4.0679 cfs 32,000 30,000 28,000 26,000 24,000 22, 000 ED 2O,OOC M N 18,OOC 16,00( 14,000 75 12,00( U 10,00( 8,001 6,001 4,001 2,00 22,000 21,000 20,000 19,000 18,000 17,000 16,000 15,000 14,OOC 13,OOC 12,OOC 11,OOC 10,000 5 9,OOC 8, 00( U 7,00( 6,00( 5,00( 4,001 3,00 2,001 1,00 ROUTING: SCS2.SCS 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Time (hrs) Total Infiltration = 22,361 ft' PPP' i 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Time (hrs) Total Infiltration = 22,361 ft' 21.5 21 0 20.5 ca a� Lu m 20 m E 19.5 19 im ROUTING: SCS2.SCS 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Time (hrs) Max Water Elevation = 21.96 ft MODRET HYDROGRAPH DATA INPUT - SCS UNIT METHOD Project Name: BK Okeechobee 100yr Post Rainfall Distribution : SFWMD (72 hrs) Contributing Basin Area 2.56 ac. SCS Curve Number 82.90 Time of Concentration 10.00 min. Rainfall Depth 11.00 in. Shape Factor 256 Percent DCIA 0.00 % Analysis Date: 11/5/2019 0 C 7.5, 7 6.5 6 5.5 5 4.E 2.� 1. 761 HYDROGRAPH : BK Okeechobee I 00yr Post Time (hrs) Qpeak: 7.6475 cfs Time of peak: 60.0 hrs Vtotal: 82,421 ft' 7— -F T 5 0- 4 r- -l'Q O'l 0A 9'7 An -,A-,A -A's 'AQ 42 45 48 51 54 67 60 63 66 69 72 Time (hrs) Qpeak: 7.6475 cfs Time of peak: 60.0 hrs Vtotal: 82,421 ft' MODRET ROUTING MODULE STAGE -STORAGE INPUT DATA DATA POINT ELEVATION (feet) POND VOLUME (ft') 1 18.50 0.00 2 19.50 3,415.00 3 20.50 8,332.00 4 21.50 1 14,910.00 5 22.50 1 23,310.00 Zero -Infiltration option is OFF MODRET ELEVATION VS OVERFLOW RELATIONSHIP PROJECT NAME : BK Okeechobee Water Quality Drawdown Structure Type: BROAD CRESTED Crest Elevation 20.50 ft Crest Length 0.70 ft Coefficient of Discharge 3.31 Weir Flow Exponent 1.50 Number of Contractions 0.00 Design High Water Level Elevation 22.50 ft Analysis Date: 12/2/2019 5.5 5 4.5 4 3.5 ROUTING: SCS2.SCS 1.5 1 0.5 C 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Time (hrs) Max Discharge Rate = 5.6397 cfs 22 21.5 21 c 0 0 20.5 w L 20 19.5 im 18.5 0 ROUTING: SCS2.SCS 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Time (hrs) Max Water Elevation = 22.31 ft TECHNICAL MEMORANDUM 19046 Bruce B. Downs Blvd, Suite 308 ● Tampa, FL 33647 ● (813) 6251699 ● (813) 4137432 fx ● www.raysortransportation.com RAYSOR Transportation Consulting TO: BravoFlorida, LLC 4220 Edison Lakes Parkway Mishawaka, Indiana 46545 FROM: Michael D. Raysor, P.E. RAYSOR Transportation Consulting, LLC SUBJECT: Burger King #6400; 604 NE Park Street Traffic Impact Statement DATE: December 10, 2019 1.0 INTRODUCTION This technical memorandum documents a traffic impact statement prepared in association with the redevelopment of Burger King #6400, located at 604 NE Park Street, in Okeechobee, Florida; as shown in Figure 1.0. The subject site is currently developed with a 2,720 square foot Burger King fast food restaurant (with 80 customer seats), with a single lane drive-thru; which will remain in operation until demolished. Upon redevelopment, the project site will consist of a 3,910 square foot Burger King fast food restaurant (with 70 customer seats) with dual ordering stations and single lane payment and pick-up windows. Access to the site is currently provided via one full access connection to SE 6th Avenue and one right-in/right-out connection to NE Park Street (State Road 70). The existing access connections are planned to remain upon redevelopment, with no additional new access connections. Existing and proposed site conditions are shown in Figure 2.0. 2.0 PROJECT SITE TRIP GENERATION The daily and peak hour trip generation of the project site was estimated using trip characteristic data as identified in the Institute of Transportation Engineers Trip Generation Manual (ITE, 10th edition, 2017) and Trip Generation Handbook (ITE, 3rd edition, 2017), as summarized in Table 1.0. RAYSOR Transportation Consulting PAGE 2 of 5 19046 Bruce B. Downs Blvd, Suite 308 ● Tampa, FL 33647 ● (813) 6251699 ● (813) 4137432 fx ● www.raysortransportation.com PROJECT LOCATION FIGURE 1.0 PROJECT SITE LOCATION MAP PROJECT SITE NE PARK STREET (SR-70) SE 6TH AVENUE SE 5TH AVENUE NE 5TH AVENUE NE 6TH AVENUE NE 7TH AVENUE RAYSOR Transportation Consulting PAGE 3 of 5 19046 Bruce B. Downs Blvd, Suite 308 ● Tampa, FL 33647 ● (813) 6251699 ● (813) 4137432 fx ● www.raysortransportation.com FIGURE 2.0 PROJECT SITE EXISTING AND PROPOSED CONDITIONS EXISTING CONDITIONS PROPOSED CONDITIONS RAYSOR Transportation Consulting PAGE 4 of 5 19046 Bruce B. Downs Blvd, Suite 308 ● Tampa, FL 33647 ● (813) 6251699 ● (813) 4137432 fx ● www.raysortransportation.com Existing Site Conditions Trips Enter Exit Trips Enter 934 Fast-Food Restaurant with Drive Through 2,720 sf 1,282 109 56 53 89 46 512 53 27 26 44 22 770 56 29 27 45 24 Proposed Site Conditions Trips Enter Exit Trips Enter 934 Fast-Food Restaurant with Drive Through 3,910 sf 1,842 157 80 77 128 67 736 77 39 38 63 32 1,106 80 41 39 65 35 Trip Differential Trips Enter Exit Trips Enter 560 48 24 24 39 21 336 24 12 12 20 11 PM Peak Hour Exit ITE LUC Land Use Description Size Daily Trips AM Peak Hour New External Trips 30 43 Pass-By Trips 22 New External Trips 21 ITE LUC Land Use Description Size Daily Trips AM Peak Hour PM Peak Hour Exit 61 Pass-By Trips 31 New External Trips 9 Trip Type Daily Trips AM Peak Hour PM Peak Hour Exit Driveway Trips 18 TABLE 1.0 PROJECT SITE TRIP GENERATION ESTIMATE SUMMARY RAYSOR Transportation Consulting PAGE 5 of 5 19046 Bruce B. Downs Blvd, Suite 308 ● Tampa, FL 33647 ● (813) 6251699 ● (813) 4137432 fx ● www.raysortransportation.com 3.0 TRAFFIC IMPACTS Pursuant to the trip generation estimate summarized in Table 1.0, the following summarizes the current and post-redevelopment traffic impacts for the subject Burger King site. The project site is estimated to currently generate 1,282 daily driveway trips and is anticipated to generate 1,842 daily driveway trips upon redevelopment, resulting in a net increase of 560 daily driveway trips. The project site is estimated to currently generate 760 new external daily trips and is anticipated to generate 1,106 new external daily trips upon redevelopment, resulting in a net increase of 336 new external daily trips. The project site is estimated to currently generate 109 AM peak hour driveway trips and is anticipated to generate 157 AM peak hour driveway trips upon redevelopment, resulting in a net increase of 48 AM peak hour driveway trips. The project site is estimated to currently generate 56 new external AM peak hour trips and is anticipated to generate 80 new external AM peak hour trips upon redevelopment, resulting in a net increase of 24 new external AM peak hour trips. The project site is estimated to currently generate 89 PM peak hour driveway trips and is anticipated to generate 128 PM peak hour driveway trips upon redevelopment, resulting in a net increase of 39 PM peak hour driveway trips. The project site is estimated to currently generate 45 new external PM peak hour trips and is anticipated to generate 65 new external PM peak hour trips upon redevelopment, resulting in a net increase of 20 new external PM peak hour trips. LEGAL DESCRIPTION All that parcel of land lying South of State Road #70 (North Park Street), West of Taylor Creek, East of S.E. 6th Avenue (Meridith Avenue), as now constructed and maintained, and North of the South line of Lot "D", Block 252, according to the Plat thereof as recorded in Plat Book 2, page 4, public records of Okeechobee County, Florida. Lying in Sections 15 and 22, Township 37 South, Range 35 East, being more particularly described as follows: 68.7 AS SURVEYED LEGAL DESCRIPTION: COMMENCE at the Southwest corner of Section 15, Township 37 South, Range 35 East, Okeechobee County, Florida; thence North 00°05'11" West along the east line of said Section 15 a distance of 60.96 feet; thence North 89°54'49" East a distance of 1479.53 feet; thence South 00°05' 1 1 " East a distance of 49.44 feet; thence South 89°50'26" East a distance of 20.00 feet to a nail and cap marking the intersection of S.E. 6th Avenue (Variable width right of way) with the Southerly right of way of N.E. Park Street (Variable width right of way) and the POINT OF BEGINNING of the following described parcel: thence along said Southerly right of way line the following courses: South 89°50'32" East a distance of 30.35 feet to a nail and cap; thence South 86°39'10" East a distance of 200.09 feet to a nail and cap; thence North 89`55'05" East a distance of 202.00 feet to a rebar marking the intersection of said Southerly right of way line with the Westerly Top of Bank of Taylor Creek; thence South 68°37'28" West along said Top of Bank a distance of 118.73 feet to a rebar; thence South 41°51'32" West along said Top of Bank a distance of 119.23 feet to a rebar; thence South 17°13'13" West along said Top of Bank a distance of 32.71 feet to a rebar; thence South 48°47'42" West along said Top of Bank a distance of 46.99 feet to a rebar; thence North 89°47'26" West a distance of 221.17 feet to a rebar on the aforesaid Easterly right of way line of S.E. 6th Avenue; thence North 18°50'29" East along said Easterly right of way line a distance of 74.76 feet to a rebar; thence North 00`02'22" East a distance of 134.19 feet to the POINT OF BEGINNING. Property surveyed and shown hereon is the same property as described in title commitment number 17050121, dated December 14, 2018, revised December 21, 2018 prepared by Old Republic National Title Insurance Company. TOGETHER WITH: The land referred to herein below is situated in the County of OKEECHOBEE, State of Florida, and described as follows: Being a portion of that certain parcel of land as described in O.R. Book 297, Page 1831, of the Public Records of Okeechobee County, Florida, being bounded on the North by the North Right—of—Way line of the now abandoned Florida East Coast Railroad, on the East by the West top of bank of Taylor Creek, on the West by the East Right—of—Way line of S. E. 6th Avenue (Meredith Avenue), as now constructed and maintained, and on the South by the South boundary line of Lot "D", Block 252, according to the Plat thereof as recorded in Plat Book 2, Page 4, Public Records of Okeechobee County, Florida, lying in Section 22, Township 37 South, Range 35 East, and being more particularly described as follows: Commence at the Northwest corner of said Section 22, thence bear North 00° 05' 1 1 " West for a distance of 60.96 feet to the intersection with the centerline of State Road 70 (North Park Street), thence bear North 89° 54' 49" East, along said centerline of S. R. 70, for a distance of 1479.53 feet to the intersection with the centerline of N. E. 6th Avenue extended South; thence bear South 00° 05' 1 1 " East, along said centerline extension for a distance of 49.44 feet to the intersection with the said South Right—of—Way line of S. R. 70, as now maintained and located; thence bear South 89` 50' 26" East, along said South Right—of—Way line, for a distance of 20.00 feet to the Point of Intersection with the said East Right—of—Way line of S. E. 6th Avenue. Said point being also the Northwest corner of said O.R. Book 297, Page 1831; thence bear South 00° 10' 06" East, along said East Right—of—Way line, and along the West boundary line of said O.R. Book 297, Page 1831, for a distance of 135.48 feet to a point; thence bear South 18° 42' 16" West, continuing along said East Right—of—Way line, and along said West boundary line for a distance of 74.52 feet to the Point of Beginning; thence continue South 8` 42' 16" West along said East Right—of—Way line and along said West boundary line for a distance of 105.63 feet to a point; thence bear South 00° 09' 40" East, continuing along said East Right—of—Way line and along said West boundary line for a distance of 199.74 feet to the Southwest corner of said Lot "D", Block 252; thence bear North 89° 54' 49" East, along the South boundary line of said Lot "D", Block 252, for a distance of 155.23 feet to the intersection with the said West top of bank of Taylor Creek; thence bear North 05° 09' 40" East, along said West top of bank, for a distance of 50.87 feet to a point; thence bear North 13` 08' 59" East, continuing along said West top of bank, for a distance of 155.88 feet to a point; thence bear North 26° 23' 32" East, continuing along said West top of bank for a distance of 81.04 feet to a point; thence bear North 43° 06' 26" East, continuing along said West top of bank for a distance of 34.03 feet to the intersection with the said North Right—of—Way line of the now abandoned Florida East Coast Railroad; thence bear South 89° 54' 49" West, along said North Right—of—Way line, for a distance of 221.23 feet to the Point of Beginning. Property surveyed and shown hereon is the same property as described in title commitment number 19-34712, dated October 2, 2019, prepared by Alliant National Title Insurance Company. UTILITY PROVIDERS: WATER OKEECHOBEE UTILITY AUTHORITY JOHN F. HAYFORD, P.E. 100 SW 5TH AVENUE OKEECHOBEE, FL. 34974 863-763-9460 SEWER OKEECHOBEE UTILITY AUTHORITY JOHN F. HAYFORD, P.E. 100 SW 5TH AVENUE OKEECHOBEE, FL. 34974 863-763-9460 GAS FLORIDA PUBLIC UTILITIES CO. BRAD COLLINS P.O. BOX 3395 WEST PALM BEACH, FL. 33402 561-252-3308 TELEPHONE CENTURYLINK BILL McCLOUD 1325 BLAIRSTONE ROAD RM 113 TALLAHASSEE, FL. 32301 850-599-1444 ELECTRIC FLORIDA POWER & LIGHT—OKEECHOBEE JOEL BRAY CONTACT BY PHONE 386-586-6403 CABLE COMCAST—BOCA DELRAY JOHN SCOTT STRAHN 10435 IRONWOOD ROAD PALM BEACH GRADENS, FL. 33410 561 —227-3417 y P!,_"i i�ir2� _;ri�,rrir�lIN ���'. itnl I; b' �flr - • BURGER KING X6400 604 NE PARK STREET OKEECHOBEE, FL. SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST Call 48 hours before you dig 1-800-432-471 VICINITY MAP Sunshine State One Call of Florida, Inc. CIVIL ENGINEER CARLOS A. SOLIS, P.O. Box 431764 Big Pine Key, FL 33043-1764 (813) 426-4880 Email: cas58@earthlink.net GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPT. OF TRANSPORTATION, STANDARD SPEC- IFICATIONS, LATEST EDITION CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CITY OF OKEECHOBEE STANDARDS AND SPECIFICATIONS. OWNER: P.E. BRAVOFLORIDA, 3018 U.S. Highway 301 N. Suite 100 Tampa, Florida, 33619 813-559-8256 Email: rkendall@gdi.com NDEX OF DRAWINGS SHEET NO. TITLE C-1 COVER SHEET C-2 GENERAL NOTES C-3 EXISTING CONDITIONS & DEMOLITION PLAN C-4 HORIZONTAL CONTROL/STRIPING PLAN C-5 PAVING, GRADING & DRAINAGE PLAN C -5A PAVING, GRADING & DRAINAGE PLAN C-6 UTILITY PLAN C-7 CIVIL DETAILS C-8 CIVIL DETAILS C-9 CIVIL DETAILS L-1 LANDSCAPE PLAN L-2 IRRIGATION PLAN PROJECT DATA TABLE ADDRESS: TOTAL SITE AREA: EXISTING ZONING: PARCEL I.D. NUMBER: NUMBER OF STORIES: BUILDING HEIGHT: PROP. FLOOR AREA RATIO (FAR) BUILDING SETBACKS: BUILDING: CLASSIFICATION: TYPE OF CONSTRUCTION: MAXIMUM BUILDING HEIGHT NUMBER OF STORIES: NUMBER OF SEATS: FLOOD ZONE CLASSIFICATION: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: 604 NE PARK STREET OKEECHOBEE, FL. 34972 111,435 S.F. or 2.56 ACRES HEAVY COMMERCIAL (CHV) 3-21-37-35-0020-02520—OOAO (1.32 AC.) 3-21-37-35-0020-02520—OOA1 (1.24 AC.) 1—STORY 25 FEET 111 110 NORTH WEST SOUTH EAST A2 VB 25' — 0" 1—STORY 70 20 FEET 20 FEET 8 FEET 8 FEET FLOOD ZONE "X" & "AE" PER FLOOD INSURANCE RATE MAP, COMMUNITY NO. 120178, PANEL NO. 0480, SUFFIX C, EFFECTIVE 7/16/15. (B.F.E.=16.00) 34,842 SF 31.3% 41,720 SF 37.4% EXISTING SITE AREA DESCRIPTION DESCRIPTION DESCRIPTION SQUARE FEET PERCENTAGE SIDEWALK 1,331 1.2 County Ai rpo ri 3,070 2.8 PAVEMENT 30,441 27.3 OPEN SPACE 76,593 68.7 TOTAL 111,435 100 111,435 100 N 2 S C $ GJ, INW 9th St NW 5tlt St m I* a a ��iy t Fr NW 7[h St L x S[ 2 441 CYPRESS QUARTERS � 2 a V NW 6th � � m n m 10 NW 4th Sta L a N n a NE 3rd St a W! r 710 tate Road 70 W 98 ®D Park St SW 2nd StSE 2nd St �^ a SW 3rd St SE 3rd St A 9 3 OKEECHOBEE N N n SW 6th St SE &th St H PROJECT LOCATION SW 12th St F s SW 16th St SW 1 Sth St 0 a p*> xqv, 2 r,, " `n � Blvd SE 1&0 Q_ SE 25th Dr SE 27th St SW 28th St SE 26th Sr SE 29tfi SL Call 48 hours before you dig 1-800-432-471 VICINITY MAP Sunshine State One Call of Florida, Inc. CIVIL ENGINEER CARLOS A. SOLIS, P.O. Box 431764 Big Pine Key, FL 33043-1764 (813) 426-4880 Email: cas58@earthlink.net GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPT. OF TRANSPORTATION, STANDARD SPEC- IFICATIONS, LATEST EDITION CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CITY OF OKEECHOBEE STANDARDS AND SPECIFICATIONS. OWNER: P.E. BRAVOFLORIDA, 3018 U.S. Highway 301 N. Suite 100 Tampa, Florida, 33619 813-559-8256 Email: rkendall@gdi.com NDEX OF DRAWINGS SHEET NO. TITLE C-1 COVER SHEET C-2 GENERAL NOTES C-3 EXISTING CONDITIONS & DEMOLITION PLAN C-4 HORIZONTAL CONTROL/STRIPING PLAN C-5 PAVING, GRADING & DRAINAGE PLAN C -5A PAVING, GRADING & DRAINAGE PLAN C-6 UTILITY PLAN C-7 CIVIL DETAILS C-8 CIVIL DETAILS C-9 CIVIL DETAILS L-1 LANDSCAPE PLAN L-2 IRRIGATION PLAN PROJECT DATA TABLE ADDRESS: TOTAL SITE AREA: EXISTING ZONING: PARCEL I.D. NUMBER: NUMBER OF STORIES: BUILDING HEIGHT: PROP. FLOOR AREA RATIO (FAR) BUILDING SETBACKS: BUILDING: CLASSIFICATION: TYPE OF CONSTRUCTION: MAXIMUM BUILDING HEIGHT NUMBER OF STORIES: NUMBER OF SEATS: FLOOD ZONE CLASSIFICATION: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: 604 NE PARK STREET OKEECHOBEE, FL. 34972 111,435 S.F. or 2.56 ACRES HEAVY COMMERCIAL (CHV) 3-21-37-35-0020-02520—OOAO (1.32 AC.) 3-21-37-35-0020-02520—OOA1 (1.24 AC.) 1—STORY 25 FEET 111 110 NORTH WEST SOUTH EAST A2 VB 25' — 0" 1—STORY 70 20 FEET 20 FEET 8 FEET 8 FEET FLOOD ZONE "X" & "AE" PER FLOOD INSURANCE RATE MAP, COMMUNITY NO. 120178, PANEL NO. 0480, SUFFIX C, EFFECTIVE 7/16/15. (B.F.E.=16.00) 34,842 SF 31.3% 41,720 SF 37.4% EXISTING SITE AREA DESCRIPTION DESCRIPTION DESCRIPTION SQUARE FEET PERCENTAGE SIDEWALK 1,331 1.2 BUILDING 3,070 2.8 PAVEMENT 30,441 27.3 OPEN SPACE 76,593 68.7 TOTAL 111,435 100 PROPOSED SITE AREA DESCRIPTION DESCRIPTION SQUARE FEET PERCENTAGE SIDEWALK 1,563* 1.4 BUILDING 3,910 3.5 PAVEMENT 36,247 32.5 POND 8,144 7.3 OPEN SPACE 61,571 55.3 TOTAL 111,435 100 (* EXCLUDES FUTURE SIDEWALK) PARKING REQUIRED: Digitally signed b)PARKING PROVIDED: OS .......A Carlos A Solis P. \CENS_E '•.�j � `' • • s ; DN: c=us, LLC. _ No.42758 _ o=Unaffiliated, ou=A01410D0000016C � ''. �; 1 E95E135000022AE, i0� , NATE OF cn=Carlos A Solis �• • • •' • 'P \ Date: 2019.12.11 �NAL \\ \\` 12:20:36 -05'00' 52 SPACES (1 SPA. PER 75 S.F.) (3,910 S.F.) 52 SPACES INCLUDING 3 HANDICAP SPACES This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using aSHA-1 authentication code. Printed copies ofthis document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. PROJECT NO. #6400 DATE: 11.1.19 REVISED: CONSTRUCTION SURFACE WATER MANAGEMENT PLAN The following notes have been been developed for the Contractor's use in generating a Stormwater Pollution Prevention Plan in accordance with the Florida Department of Environmental Protection's (FDEP) Generic Permit For Stormwater Discharge from large and small Construction Activities. The aforementioned Construction General Permit (CGP) constitutes authorization to discharge stormwater associated with industrial activity to surface waters under the EPA's "National Pollutant Discharge Elimination System" (NPDES). The following entities are identified as team members of SWPPP: The Developer as identified on the cover sheet of these plans, and the site contractor and his subcontractors. Each team member has specific responsibilities and obligations. In general, all team members, with regard to their involvement and responsibilities on the project, are to implement all necessary stormwater management controls to assure compliance with the CGP, the South Florida Water Management District Permit and the guidelines listed in the SWPPP. The duties and responsibilities of the team members as they pertain to the SWPPP are as follows: Developer A. Submit and obtain the necessary design -related stormwater permits from the Florida Department of Environmental Protection, the Southwest Florida Water Management District and other applicable governmental bodies. B. Submit to SFWMD and the operator of the municipal separate stormwater system, if applicable, a copy of the Notice of Intent. Contractor A. Upon notification by the developer of his intent to commence construction, submit a Notice of Intent to the Department of Environmental Protection on behalf of the developer, along with the Certification of the Stormwater Pollution Prevention Plan. Also, submit the SFWMD permit number or completeness letter if the permit number is not yet available. This submittal will be made no later than 48 hours prior to beginning of construction. B. Develop Stormwater Pollution Prevention Plan (SWPPP including, but not limited to, retention/detention ponds, control structures, erosion control methods and locations and stabilization criteria). This design is depicted within these construction plans and the following notes and instructions. C. During construction, assure compliance with the designed Stormwater Pollution Prevention Plans and the FDEP Generic Permit For Stormwater Discharge From Construction Activities That Disturb Five or More Acres of Land. D. Maintain a copy of the construction plans, which include the Stormwater Pollution Prevention Plan, the NOI and all inspection reports and certifications on site. E. Undertake all reasonable Best Management Practices (BMPs) to assure that silted or otherwise polluted stormwater is not allowed to discharge from the site during all phases of construction. Stabilization BMP's that may be used include: temporary or permanent seeding, mulching, geotextiles, sodding, vegetative buffer strips, protection of trees and preservation of mature vegetation. Structural erosion and sediment control BMP's that may be used include: straw bale dikes, silt fences, earth dikes, brush barriers, drainage swales, check dams, subsurface drain, pipe slope drain, level spreaders, storm drain inlet protection, outlet protection, sediment traps, and temporary sediment basins. Detention ponds shall be used as temporary sediment basins. Additional BMP's that may need to be implemented include: Provide protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; Providing waste receptacles at convenient locations and provide regular collection of wastes, including building material wastes; Minimizing off-site tracking of sediments; Making adequate preparations, including training and equipment to contain spills of oil and hazardous materials; Complying with applicable state or local waste disposal, sanitary sewer or septic system regulations and the use of appropriate pollution prevention measures for allowable non -storm water components of discharge. F. Notify the developer in writing of any non -storm water pollution sources which are being stored, or otherwise used during the construction of the project, i.e., fertilizers, fuels, pesticides, other chemicals. This notification should be accompanied with the contractor's design and methods to prevent pollution run-off from these sources. G. Develop a maintenance and inspection plan which includes, but is not limited to the following: 1. The specific areas to be inspected and maintained that includes all the disturbed areas and material storage areas of the site. 2. The erosion and sediment controls identified in the SWPPP to be maintained and inspected and those additional controls which the contractor deems necessary. 3. Maintenance procedures. 4. The procedure to follow if additional work is required or whom to call. 5. Inspections and maintenance forms. 6. The personnel assigned to each task. H. Complete and submit a Notice of Termination. The NOT shall be submitted no more than 14 days after completion of the project and final stabilization of the site. Final stabilization as defined by FDEP is when all soil disturbing activities at the site have been completed and uniform (e.g. evenly distributed, without large bare areas) perennial vegetative cover with a density of 70 % of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures. As an alternative, equivalent permanent stabilization measures (such as rip rap, gabions, or geotextiles) may be employed. The contractor shall notify the Engineer and developer when this criteria is met. H. The following shall be inspected a minimum of once a week or within 24 hours after 0.25 inches of rainfall: 1. Stabilization measures (once a month if fully stabilized). 2. Structural controls. 3. Discharge points. 4. Construction entrances and exits. 5. Areas used for storage of exposed materials. I . An inspection form shall be completed for each inspection. Any permit violations should be noted and corrective measures to be taken shall be noted. If revisions to the SWPPP are needed, a report form for changes in the SWPPP shall be completed and a copy sent to the developer. The original shall be kept on-site as documentation of the change. If the inspection passes, a certification that the facility is in compliance with the SWPPP and the Generic Permit must be signed by one of the following: 1. The principal executive officer or ranking elected official of the operator of the SWPPP. 2. A duly authorized representative of the principal executive official of the operator of the SWPPP. J. Retain inspection reports and certifications for at least three years. K. Initiate site stabilization measures no more than 14 days after construction activities have temporarily or permanently ceased on any major portion of the site except when construction will resume within 21 days. L. Sign and submit to to the developer certification that construction and final stabilization as defined under Part E of the developer section of the SWPPP has been completed. M. The contractor is responsible for implementation of each measure identified in the SWPPP and shall provide documentation certifying that before conducting any professional service identified in the SWPPP: That under penalty of law that I understand the terms and conditions of the generic stormwater permit issued pursuant to Section 403.0885, F.S., that authorizes the stormwater discharges associated with industrial activity from the construction site identified as part of this certification. STORMWATER OPERATIONS AND MAINTENANCE INSTRUCTIONS: OPERATION: BURGER KING IS RESPONSIBLE FOR 0&M MAINTENANCE: Pipes and Inlets Maintenance of the system shall consist of the following: The structures of the system consist of inlets with grated covers and interconnected storm drain piping system. Periodic inspection inspection of these items shall consist of removing the grated covers and checking and removing for trash or debris that may have accumulated inside the structure restricting the flow necessary to the function of the system. The bottom of the inlets shall be vacuumed out on a yearly basis. Pond The pond shall be sodded and shall be mowed on a regular basis and cleaned of any debris. WATER & SEWER CROSSINGS & PARALLEL INSTALLATION NOTES: New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal separation distance between water mains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above the top of the sewer. New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum -type sanitary sewer shall be laid so the outside of the water main is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. At the utility crossings described above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. LOCATION OF PUBLIC WATER SYSTEM -MAIDS IN ACCORDANCE WITH F.A.C. RULE 52-555.314 FAC RULE 62-555.314 NOTES: 1. WATERMAIN TO CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES COVER AND 9 INCHES SEPARATION AS MINIMUMS. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MIN. SEPARATION IS 12 INCHES. 2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPER 62-610, F.A.C. 3. 3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER. 4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 82-610, F.A.O. NOTES: A. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLCw PRESSURE PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6 INCHES VERTICAL SEPARATION AND MAINTAIN 30 INCHES COVER TO FINISHED GRADE. B. FITTINGS SHALL BE RESTRAINED MTH MECHANICAL RESTRAINTS (MEGALUG). IN ACCORDANCE WITH OUA STANDARD DETAILS. C. THE DEFLECTION TYPE CROSSING IS PREFERRED. D. D❑ NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. E. MECHANICALLY RESTRAIN ALL FITTINGS, AS PER MANUFACTURERS RECOMMENDATION AND OUA STANDARD DETAILS. OKEECH05EE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION WATER MAIN - SANITARY SEWER PAGE No OCT. 2015 CONFLICT D16 HORIZONTAL JG= SPACING @ OTHER PIPES CROSSING (1) CROSSIINGS 6 Z SEPERATION rmILL JOINT CENTERED) WATER MAIM ALTERNATE 3 FT. MINIMUM Of W WATER MAIN Digitally STORM SEWER, U)z 12 INCHES IS THE MINIMUM GENERAL NOTES; STORMWA'iTER FORCE MAIN, EXCEPT FOR STORM SEWER, THEN fi INCHES IS THE WATER MAIN RECLAIM WATER (2) 3 FT. MINIMUM MINIMUM AND 12 INCHES IS z PREFERRED D : c -US, 07 WATER MAIN ALTERNATE 3 FT, MINIMUM hereon falls within Zone and according to the Flood Insurance o?� E" Fs���s ; o Unaffiliated, WATER MAIN Rate Map, Community Number 120178 Panel Number 0480 VACUUM SANITARY 10 FT. PREFERRED 12 INCHES PREFERRED WATER MAIN SEWER 3 FT. MINIMUM 6 INCHES MINIMUM 2. Boundary & Topographic surveys used for design purposes was provided by Briggs, Washington & Thompson Land %P - STATE OF ((,� =,�`SS�ooRac,.? 0(16C1E95E1350 0d022AE, WATER MAIN ALTERNATE 6 FT. MINIMUM Ld o Surveying, dated August 13, 2018 and October 1, 2019. WATER MAIN =Carlos A Solis a a 12 INCHES IS THE MINIMUM approximate as GRAVITY OR PRESSURE the contractor's responsibility to EXCEPT FOR GRAVITY SEWER, WATER MAIN SANITARY SEWER, PREFERRED MINIMUM N 6 INCHESTHE EANDI2 I determine the exact location of the utilities prior to . 6 Fr. 6 �MINIMUM (3) IS SANITARYSEWER :21:15 -05'00' PREFERRED FORCEMAIN and utility companies Ir before beginning construction, RECLAIM WATER (4) O1 -SITE SEWAGE 10 FT. MINIMUM - including "Sunshine" at 1-800-432-4770. TREAT TENT Pc DISPOSAL FAC RULE 62-555.314 NOTES: 1. WATERMAIN TO CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES COVER AND 9 INCHES SEPARATION AS MINIMUMS. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MIN. SEPARATION IS 12 INCHES. 2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPER 62-610, F.A.C. 3. 3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER. 4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 82-610, F.A.O. NOTES: A. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLCw PRESSURE PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6 INCHES VERTICAL SEPARATION AND MAINTAIN 30 INCHES COVER TO FINISHED GRADE. B. FITTINGS SHALL BE RESTRAINED MTH MECHANICAL RESTRAINTS (MEGALUG). IN ACCORDANCE WITH OUA STANDARD DETAILS. C. THE DEFLECTION TYPE CROSSING IS PREFERRED. D. D❑ NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. E. MECHANICALLY RESTRAIN ALL FITTINGS, AS PER MANUFACTURERS RECOMMENDATION AND OUA STANDARD DETAILS. OKEECH05EE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION WATER MAIN - SANITARY SEWER PAGE No OCT. 2015 CONFLICT D16 4. Prior to beginning work, the contractor shall expose all existing utilities to be extended or crossed. Any conflicts shall be brought to the engineer's attention for resolution. 5. The contractor is to exercise extreme caution in the vicinity of trees to remain and is responsible for any damage resulting from his work. 6. All roadway spot elevations refer to pavement or edge of pavement elevations, unless otherwise shown. 7. Prior to casting structures, the contractor shall submit electronic copies of shop drawings to the Engineer for review. Shop drawings (as applicable) shall include: a) Dip/pvc certificate of manufacture. b) Manhole shop drawings and strength report. c) Frame and cover shop drawings. d) Flexible coupling shop drawings. e) Crushed stone submittal. f) Valve shop drawing. g) Double detector check valve assembly details h) Backflow preventor details i) Manhole drop connection details. j) Storm structures and piping k) Paving data 8. All design and construction must conform to the minimum standards set forth in the City of Okeechobee Land Development Code and the Okeechobee Utility Authority Utility Standards. 9. The contractor shall keep record drawings of the work and shall submit one certified copy, prepared by a registered land surveyor to the engineer prior to final payment. 10. Construction material testing will be provided by the contractor. 11. Contractor to notify the Okeechobee Utility Authority Utility Department at least 48 hours in advance of utility installation. 12. Parking spaces shall be delineated with 6 -inch white stripes. Handicap spaces per details, stop bars (24" wide). All pavement markings shall be in accordance with MUTCD standards. 13. All right-of-way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. 14. Utility installations involving concrete and asphalt driveway, in good condition must be accomplished by open cut, jack and bore or pushing. No jetting will be allowed. 15. All existing traffic signs shall be maintained throughout construction. 16. Material quality and workmanship shall be in accordance with current FDOT specifications as modified by Section 7-3.1. 17. All improvements shall comply with the City of Okeechobee Land Development regulations, such as Tree and Landscape Code, Stormwater Management Regulations and Fire Codes applicable to the project at time of permitting. 18. Water service provided by the Okeechobee Utility Authority Utility Department. 19. Sanitary Sewer service provided by Okeechobee Utility Authority Utility Department. 20. Prior to any construction/demolition, contractor shall schedule a pre construction meeting with utility providers and the City of Okeechobee and shall coordinate meeting with owner. REFERENCED SPECIFICATIONS (LATEST EDITIONS 1. Florida Department of Transportation Standard Specifications and Standard Plans 2. City of Okeechobee Land Development Regulations. 3. F.D.E.P. requirements and standards for water and wastewater construction and testing. 4. Okeechobee Utility Authority Water and Wastewater Utility Manual. SIGNING AND STRIPING NOTES: 1. Signing and striping notes refer to the latest version of the City of Okeechobee Standard Specifications and shall comply with these standards. 2. All existing signing that conflicts with proposed signing shall be removed. 3. All signs shall be standard size unless otherwise noted. 4. All parking restriction signs shall have engineering grade reflective sheeting. All other signs shall have diamond grade reflective sheeting. 5. New signs shall be installed on street light poles or 2" diameter tubular galvanized steel posts with vandal- resistant hardware. the posts shall be set in concrete. One or more sign panels mounted on a single sign post or street light pole shall be counted as one roadside sign installation unless otherwise noted. 6. Signs shall be mounted so that the bottom of the sign is at least seven feet from the finished grade in areas where pedestrians may be present, even if there is no sidewalk. To satisfy this requirement, existing post may have to be replaced if additional signs are added. 7. Where possible, at least two feet of clearance should be provided from curb face to edge of sign. 8. All striping and markings shall be reflectorized unless otherwise directed. 9. All existing striping and markings that conflict with proposed striping and markings will be removed by milling or sandblasting of pavement. 10. Blue reflective pavement markers shall be placed across from all fire hydrants. 11. All traffic control signs and pavement markings shall comply with the manual of uniform traffic control devices. EARTHWORK NOTES: 1. The contractor shall install silt fence and tree barricades as shown on construction plans. The city of Okeechobee should be contacted to inspect silt fence and tree barricades prior to commencement of earthwork operations. 2. Upon issuance of Clearing Permit, contractor shall remove and dispose of trees called for such on plans. All ground vegetation and topsoil within the limits of construction shall be removed. Any unsuitable material encountered shall be removed to the satisfaction of the geotechnical engineer. All organic soils/debris should be removed. 3. Contractor shall backfill all landscape areas with clean fill material. 4. After clearing operations, the exposed subgrade should be evaluated and proof rolled as directed by the geotechnical engineer. Proof rolling shall consist of compaction with a large -diameter, heavy vibratory drum roller. Observation should be made to identify any areas of yielding soils that may require over excavation and replacement, as determined by the geotechnical engineer. 5. The Geotechnical Report and recommendations shall become a part of these construction documents. STORM SEWER NOTES: 1. Pipe measurements are to center of structure. 2. Storm piping shall be ADS N-12. 3. All installations, shall be in accordance with the City of Okeechobee standards, FDOT standard specifications and standard plans and the Okeechobee Utility Authority. (Unless noted otherwise) This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. 6 Z Of W Digitally signed U)z GENERAL NOTES; b Carlos A Solis J p z "X" "AE", D : c -US, 07 LdLd Z co 1. The proposed Burger King parcel shown hereon falls within Zone and according to the Flood Insurance o?� E" Fs���s ; o Unaffiliated, Q Rate Map, Community Number 120178 Panel Number 0480 C. Effective date July 16, 2015. (B.F.E.=16.0) =*: No.*758 ,*_o =A01410D000 cnCQ 2. Boundary & Topographic surveys used for design purposes was provided by Briggs, Washington & Thompson Land %P - STATE OF ((,� =,�`SS�ooRac,.? 0(16C1E95E1350 0d022AE, p J Ld o Surveying, dated August 13, 2018 and October 1, 2019. F NAL" ` =Carlos A Solis a a 3. The location of existing utilities are approximate as shown and it is the contractor's responsibility to c D te:2019.12.11 v a of determine the exact location of the utilities prior to construction in their vicinity. The contractor shall 1 :21:15 -05'00' notify all concerned public agencies and utility companies in the area before beginning construction, including "Sunshine" at 1-800-432-4770. 4. Prior to beginning work, the contractor shall expose all existing utilities to be extended or crossed. Any conflicts shall be brought to the engineer's attention for resolution. 5. The contractor is to exercise extreme caution in the vicinity of trees to remain and is responsible for any damage resulting from his work. 6. All roadway spot elevations refer to pavement or edge of pavement elevations, unless otherwise shown. 7. Prior to casting structures, the contractor shall submit electronic copies of shop drawings to the Engineer for review. Shop drawings (as applicable) shall include: a) Dip/pvc certificate of manufacture. b) Manhole shop drawings and strength report. c) Frame and cover shop drawings. d) Flexible coupling shop drawings. e) Crushed stone submittal. f) Valve shop drawing. g) Double detector check valve assembly details h) Backflow preventor details i) Manhole drop connection details. j) Storm structures and piping k) Paving data 8. All design and construction must conform to the minimum standards set forth in the City of Okeechobee Land Development Code and the Okeechobee Utility Authority Utility Standards. 9. The contractor shall keep record drawings of the work and shall submit one certified copy, prepared by a registered land surveyor to the engineer prior to final payment. 10. Construction material testing will be provided by the contractor. 11. Contractor to notify the Okeechobee Utility Authority Utility Department at least 48 hours in advance of utility installation. 12. Parking spaces shall be delineated with 6 -inch white stripes. Handicap spaces per details, stop bars (24" wide). All pavement markings shall be in accordance with MUTCD standards. 13. All right-of-way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. 14. Utility installations involving concrete and asphalt driveway, in good condition must be accomplished by open cut, jack and bore or pushing. No jetting will be allowed. 15. All existing traffic signs shall be maintained throughout construction. 16. Material quality and workmanship shall be in accordance with current FDOT specifications as modified by Section 7-3.1. 17. All improvements shall comply with the City of Okeechobee Land Development regulations, such as Tree and Landscape Code, Stormwater Management Regulations and Fire Codes applicable to the project at time of permitting. 18. Water service provided by the Okeechobee Utility Authority Utility Department. 19. Sanitary Sewer service provided by Okeechobee Utility Authority Utility Department. 20. Prior to any construction/demolition, contractor shall schedule a pre construction meeting with utility providers and the City of Okeechobee and shall coordinate meeting with owner. REFERENCED SPECIFICATIONS (LATEST EDITIONS 1. Florida Department of Transportation Standard Specifications and Standard Plans 2. City of Okeechobee Land Development Regulations. 3. F.D.E.P. requirements and standards for water and wastewater construction and testing. 4. Okeechobee Utility Authority Water and Wastewater Utility Manual. SIGNING AND STRIPING NOTES: 1. Signing and striping notes refer to the latest version of the City of Okeechobee Standard Specifications and shall comply with these standards. 2. All existing signing that conflicts with proposed signing shall be removed. 3. All signs shall be standard size unless otherwise noted. 4. All parking restriction signs shall have engineering grade reflective sheeting. All other signs shall have diamond grade reflective sheeting. 5. New signs shall be installed on street light poles or 2" diameter tubular galvanized steel posts with vandal- resistant hardware. the posts shall be set in concrete. One or more sign panels mounted on a single sign post or street light pole shall be counted as one roadside sign installation unless otherwise noted. 6. Signs shall be mounted so that the bottom of the sign is at least seven feet from the finished grade in areas where pedestrians may be present, even if there is no sidewalk. To satisfy this requirement, existing post may have to be replaced if additional signs are added. 7. Where possible, at least two feet of clearance should be provided from curb face to edge of sign. 8. All striping and markings shall be reflectorized unless otherwise directed. 9. All existing striping and markings that conflict with proposed striping and markings will be removed by milling or sandblasting of pavement. 10. Blue reflective pavement markers shall be placed across from all fire hydrants. 11. All traffic control signs and pavement markings shall comply with the manual of uniform traffic control devices. EARTHWORK NOTES: 1. The contractor shall install silt fence and tree barricades as shown on construction plans. The city of Okeechobee should be contacted to inspect silt fence and tree barricades prior to commencement of earthwork operations. 2. Upon issuance of Clearing Permit, contractor shall remove and dispose of trees called for such on plans. All ground vegetation and topsoil within the limits of construction shall be removed. Any unsuitable material encountered shall be removed to the satisfaction of the geotechnical engineer. All organic soils/debris should be removed. 3. Contractor shall backfill all landscape areas with clean fill material. 4. After clearing operations, the exposed subgrade should be evaluated and proof rolled as directed by the geotechnical engineer. Proof rolling shall consist of compaction with a large -diameter, heavy vibratory drum roller. Observation should be made to identify any areas of yielding soils that may require over excavation and replacement, as determined by the geotechnical engineer. 5. The Geotechnical Report and recommendations shall become a part of these construction documents. STORM SEWER NOTES: 1. Pipe measurements are to center of structure. 2. Storm piping shall be ADS N-12. 3. All installations, shall be in accordance with the City of Okeechobee standards, FDOT standard specifications and standard plans and the Okeechobee Utility Authority. (Unless noted otherwise) This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. EXISTING STRUCTURE DATA S-1 Install Rim El.= 22.22' Silt Fence After Bottom El.= 19.62' / E. Invert El.= 19.87' (12" R.C.P.) 23.1% 3.00 Nx Rim El.= 21.66' N / Bottom El.= 18.86' 23.06 W. Invert El.= 19.08' (12" R.C.P.) 23.04 Sign O Rim El.= 21.75' 23.27' Bottom El.= 19.18' 22.94 Sewer Cleanout x 22.91 ro N Rim El.= 24.61' N x23. x22.92 a Bottom El.= 20.11' tV N / 23.01 22.71' 23 1 Rim El.= 22.68' /x22.98 x22.82 N N. Invert El.= 14.55' (8" Terra Cotta Pipe) S. Invert El.= 14.39' (8" Terra Cotta Pipe) S.W. Invert El.= 17.18' (6" P.V.C.) S-6 o4Q- Rim El.= 22.03' � T N 89'54'49" E 1479.53'(D) I I I I I I IW �eP.O.B.of o "t* Legal D w-4tion o* I orn o° I I bo U1 Z I I S 89'50'26" E p 20.00'(D) 2' I 23.61 ,�2{.3.61 & Ca �w3A. I I Js- OE OE- of OE N [installltFence . P.O.C. Southwest corner ofI Section I o 15 -37S -35E. I11 W I I « I I P I I E I I I o I I I I � I I N I 20 Inss�tall Soil Tracking Device Peh Detail (Figure V-19) o N In, t 8389'59,'26-M) E N • Fd. 1/2 Stop /Rebar S' n, 22.78 22 78 I �• •34•/`• 22.90x A, Sr I u �F' ca I 4 . Gh� Ir of 22 92 Ex. Conc. Driveway To Remain •27 2; .... • ! 22.6 . • A. � Sa•wcut'Line". ' 23.6 ' OE OE OE- OE - OE -OE 2D 23. - 23.28 x 23.03 O x23.75 x23.72 23.54' d- LO Remove Ex. Curb & Sidewalk 3X c x23.12 e - E • O0 a '22.64 0 G x22.91x 2.95 22.53 ,99 Remove Ex. Pv t. - Curb & Sid 22.55' x 24.17-�°- 6' k/ Sta Wan �.,• 4.2 u er 23.61 23.71 S k N.E. Park Street _ (Variable Width Public R/W) -23.79 • ''a • 43.57 . F 24.24 23.48 Centerline - - 3.97 23.46 Asphalt Pavement 24.24 Install '2 923 Silt Fence After •� M 0 N / In a x 23.46 23.1% 3.00 Nx r N 'ru„J` J\ N / N N 23.06 4' Tall 22.89 23.04 Sign O Sign 23.27' 95.0' 22.94 N M x 22.91 ro N x23.28 N x23. x22.92 a x22.81 tV N / 23.01 22.71' 23 1 � o /x22.98 x22.82 N N N Remove N a N Licht Pole N • Fd. 1/2 Stop /Rebar S' n, 22.78 22 78 I �• •34•/`• 22.90x A, Sr I u �F' ca I 4 . Gh� Ir of 22 92 Ex. Conc. Driveway To Remain •27 2; .... • ! 22.6 . • A. � Sa•wcut'Line". ' 23.6 ' OE OE OE- OE - OE -OE 2D 23. - 23.28 x 23.03 O x23.75 x23.72 23.54' d- LO Remove Ex. Curb & Sidewalk 3X c x23.12 e - E • O0 a '22.64 0 G x22.91x 2.95 22.53 ,99 Remove Ex. Pv t. - Curb & Sid 22.55' x 24.17-�°- 6' k/ Sta Wan �.,• 4.2 u er 23.61 23.71 S k N.E. Park Street _ (Variable Width Public R/W) -23.79 • ''a • 43.57 . F 24.24 23.48 Centerline - - 3.97 23.46 Asphalt Pavement 24.24 N Install EXIST. TREE TO BE REMOVED Silt Fence After Digitally signed Pvmt. is Removed TO BE REMOVED 22 3. .27 ° •2 .2 22 P2, N N A. 4' Tall 22.89 3.77 Stop 23.33 Enter Sign O Sign Fd. Nail - OE OE 22.94 Curb & Sidewalk x 22.91 ro N x23.28 N x23. x22.92 a x22.81 tV N / 23.22 23.4.01 IR F.63 i.2 � /x22.98 x22.82 N a 16". 22.58 N Ex. 8" C.I. Force Main EXIST. TREE TO BE REMOVED Guard Rail22.96 22,74 Digitally signed �x TO BE REMOVED 22.80 X O ,t111111itt,,, 7, Carlos A So az.a6 x R m N N • :j. 2 .'a 23.99. 23.18 •' 23.18 ". . .. .. N N Remove Ex. Pvmt. Fd. Nail - OE OE E- OE OE -`23 Curb & Sidewalk Set 1 /2" Rebar N XLIDJ ncp / x22.81 Ex Q� • STATE OF �` .FZORIOP.•' \�� , AE, cn=Carlos N a N 15' Electric Easement -0it-Book--240, P gee 0_ 22.58 N a N f « U c U o4Q- ^X � N N x 22.71 FCM x 22.52 a 34.7Tall Sign 22.60 x 20 A-y O 2 0 a ` rya ,5 Pad 22 64 4.2 I ¢ w 3 . •a..: `/ "� o a pea a oliu 3.84 8' Block/ ° 23.09 Sign Sign) Stucco Wall • u,[! d' % ` x 22. 4x x22.82 x22.44 h SeN?Oj 'JoteF� N .s 22.83' 22.56' 2 Q= 4 x22.72 90 x22.66 x22.49 3.2 23 1z. v� • ., •N a • •9'7 22.62x S-1 M 7 7 22.7 2 2.3.22.28 N / 22.3 22.3 22.2 2.22 2.82 22.28 2.19 22.09 22.29 22.54 22.55 -2'2.93 22.75 N 22.58'22.93 i h Ex. r e e � N Water Meter � N°18'5 29■E° Nis To Be Removed i° r 74°% �(M) x ti 23.29x 23 22.33 Z, / ti x23.29 23.27' 23.14' 23.09x x 22.98 22.51 x x22.44 x 21.57?' ¢' S. 18° ' 16nW. I Ex. San. Sew. Y� 74�2'(D) / h Cleanout PARCEL I.D. #3-21-37- -0020-02520-OOAO 3 _ "� To Remain 16" 22•88x • d. ,/2t 5.89'54'49"W. 221.23' D Fd. , N Rebar N.89'47 26 . 221.17 (M - - - - - - - I o I x 23. 4ij I /Less c* of Remove 9 L.F. 23.51x Less & Except I i 22.80 23.14x X 2" Water Service err,ove / 23.22 (See Sht. CO6 For Existing 12" F T '23.21 22.83 x a� �• I M ' New Service Conn.) Tree (yp) 21.9/ A p�'ryrq/ N / I/ x x 23.47N 006 0� � ,.� ' 23.22 23.39 x 23.38 ' 23.53xy�R- ID v X 23.33 rn rn ' x 23.42 M I Set 1 • / / M x 22.33 x 24.03 N ReFlar " /3 a_ �O 22.33 x N° N O� I,5 23.24 x } N / I^ i / I� o / GO / N x22.33 23.82x o . a / x 22.41 M e 23.30 d O Dolt `j� 23.32 x 1.. O 22.66 x / 23.34 x / ,1 /�V� - 2!2.28 22.41 x 23.64' \ .� 4 x 22.7, X A (17 3.32 x '� no 4x8 oncre 60 ° 22.as x 23.09 N/ Post (4) O O Bagkflow /�- 23 22.88 � ? ^lb Prevent r / \ 22.93 x 22.66 \/ \ / ry SS N y ter/ X x 23.34 � / II'N 22.17 x22.94 22.08 23.13 Set 1�/2" / bar 22.97 ,n 22.70 22.72 N 181 °° I I L - - - J x 22.50 w 'oN x I I - x 22.43 N 1 J x22.98 x / / "c7 10'x35' Electric Easement k X O.R. Book 240, Page 421 23.00 22.61 X O �o b<o I x23.03 x titi• 23.00 v/ ro 22.88 x Lot "A" C z / 3 N I I I X 22.41 Block 252 I l 22.05 ' 22.78 N N cot I X A J l o O I7 21.66 x 22.27 x lm a' I xzz.ta titi PARCE I.D. #3-21-37-35-0020-02520-OOA1 rn o m x 22.33 x 22.70 24 vBR / oll a, Nm I N' Lot .B„ x. / zry Block 25xxzz.a7 V 3 CD ^ CD L - 22.47 X io v I x 1.77 . OE z1as J OE-� OE " 22.88 x / 22 (n 21.21 21.50 / R' 0 21.91 x 21.83 x x 1.66 O 6/61 Q I I 2t.75� 10'x35' Electric Easement x Not in Use O.R. Book 240, Page 421 21.96 21.12(11 o � (To Be Removed) 21 7 V21.99 / ro w 96 I 21.27 x � 3y to III I Lot "C„ x 21.36 x 21.95 IBlock 252 x2t 77 f0 I X 21.71 �I V Pile of 2144 x216roken Seashells ^ X Concrete (To Be Removed) / (To Be RemovecJ21 21.70 o Q I 1. 6 21.78 21.53 ' 120.9 x / NN .29 t Nw 21. ear O N 1. x .83 21.6 7 iv 21.41 x 2 .64x x x20.67 1 h x 1.69 x 2 .94 1.03 ^ 21.35 o A.6 21.74 I 21.25 LOt� b" 20.61 21 x12.07 x x 21.52 x 21.61 ock 252 21 16 20.47 0 21.77 X ' 20.40 70 20" a 21.73 x I 20.18 x I X 21.3 (To Be Removed) 20.54 x X 2 17.8 20' 1 37x I� • « m I 21.55Broken N v I Broken Concrete 20.07x x20.63 21.04 208 2 No No o 21.5 Concrete L.56x �, 11.92 ti 21.55 o Z. a, 0.99 O ?, xA 21.36 A 24. 12" Seth r R � N / x 0 21 21.63 2,.22 2,.zs N°8 "� 5 23'�D3 I Buried Gas l X00 M ker Sign loo 7 Brlolt MIaN o w ro Wood Frame x21.20 try J oPortable Building v, �L°• x m Nol - V N A a>° m Remove Existingg o Tree (Typ) 0 S-3 20 22.19 22.17Metal Ex. 8" C.I. Force Main EXIST. TREE TO BE REMOVED Guard Rail22.96 22,74 Digitally signed by TO BE REMOVED w ,t111111itt,,, 7, Carlos A So 22.73 6 . ' . 2:54' j 22.%53•:4 ; . 3 • F7,22.79. .;. • .... • :j. 2 .'a 23.99. 23.18 •' 23.18 ". . .. .. !20,.jD&22$4", ., ; ed, 23.20 Fd. Nail - OE OE E- OE OE -`23 0 OE 4-'3.17 Set 1 /2" Rebar ` �& Cap / J 22 Q� • STATE OF �` .FZORIOP.•' \�� , AE, cn=Carlos 12' < Q 15' Electric Easement -0it-Book--240, P gee l 2.11 EL. 21.67 f 2� o4Q- � � '00' FCM �� WZd 34.7Tall Sign 21 x 20 A-y O 2 0 x 22 x 20.90' , 20. D �9 20� 0 �19 QQ OQ tit ~ Remove Re move Pr pane /Ss +eLa~ to O Light Pole (Typ) Propane TankSk' v Set 1/2" Rebar Oir �1' x 'L ^x x �� x 1 O O / 1 eoh° x'� x ' xr / x ^6A 6 ^ 48"NA W I N ry' C•+y x / o �Y ryry � NN Noc• ' 9 18" �A ^9 ' N X x ry°rykx �1b Ins II ce Irri tion Si Fe ce ,v�b P/ / T x R e /2"x Rar r x GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. DEMOLITION LEGEND ABBREVIATIONS EXIST. TREE TO BE REMOVED 0 z Digitally signed by TO BE REMOVED w ,t111111itt,,, 7, Carlos A So is SAWCUT LINE LjJ z - LIGHT POLE EX. PAVEMENT CONCRETE - No. 42758 o=Unaffilia _ ed, Q Q 00 z ou=A0141 C D000001 (0 CO ' 6C 1 E95 E 13 000022 J 0 Q� • STATE OF �` .FZORIOP.•' \�� , AE, cn=Carlos A Solis < Q a S Date: 2019. 2.11 EL. 9 ORB OFFICIAL RECORDS BOOK EM Of -�- 12:21:38 -0 '00' FCM o PP POWER POLE FDOT L.� PRM PERMANENT REFERENCE MONUMENT GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. DEMOLITION LEGEND ABBREVIATIONS EXIST. TREE TO BE REMOVED 18" ID XIMPROVEMENT TO BE REMOVED sscrn SILT SCREEN ------ SAWCUT LINE +28'5 EX. ELEVATION POINT LIGHT POLE EX. PAVEMENT CONCRETE TO BE REMOVED LICENSED SURVEYOR EX. BUILDING CONCRETE SIDEWALK TO BE REMOVED MONITORING WELL EX. SIDEWALK DEED MEASUREMENT - CALL TO BE REMOVED El NPDES INLET PROTECTION DEMOLITION NOTES: LEGEND 1. ALL DEMOLITION SHALL MEET CITY OF OKEECHOBEE SPECIFICATIONS AT A MINIMUM. 2. FILTER FABRIC SHALL BE INSTALLED WITHIN INLETS WHERE APPLICABLE. 3. SILT FENCE SHALL BE INSTALLED PRIOR CONSTRUCTION AND REMAIN INTACT THROUGHOUT CONSTRUCTION. 4. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR THE LOCATION OF THAT UTILITY AND ITS REMOVAL OR RELOCATION. 5. CONTRACTOR WILL RESTORE ALL ROAD SIGNAGE DISTURBED BY DEMOLITION. 6. THE SITE SHALL UTILIZE A SOIL TRACKING PREVENTION DEVICE IN ACCORDANCE WITH FIGURE V-19 OF THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. 7. ALL EXISTING IMPROVEMENTS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. STATE OF FLORIDA F&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION- JULY 2013 A ABBREVIATIONS AC NR CONDITIONER ID IDENTIFICATION \ (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER CO CLEAN OUT LP LIGHT POLE CONIC CONCRETE LS LICENSED SURVEYOR CSW CONCRETE SIDEWALK MW MONITORING WELL (D) DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM F FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM EBX ELECTRIC BOX OHW OVERHEAD WIRE EL. ELEVATION ORB OFFICIAL RECORDS BOOK EM ELECTRIC METER (P) PLAT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE FDOT FLORIDA DEPARTMENT OF PRM PERMANENT REFERENCE MONUMENT TRANSPORTATION PSM PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR R/W RIGHT-OF-WAY RIP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FOR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FIND FOUND NAIL AND DISK TBM TEMPORARY BENCHMARK FPP FOUND PINCHED PIPE WM WATER METER INV. INVERT WV WATER VALVE SYMBOLS e-0 BACKFLOW PREVENTION DEVICE OP( TREE LOCATION (SIZE AND TYPE OC CABLE RISER AS NOTED) GRATE INLET 0 '1 UTILITY FLAG ELECTRIC O SANITARY SEWER STRUCTURE , UTILITY FLAG COMMUNICATIONS gL , UTILITY FLAG GAS 4P SPOT ELEVATION , UTILITY FLAG RECLAIMED WATER QD STORM STRUCTURE , UTILITY FLAG SANITARY/STORM SEWER eT TELEPHONE PEDESTAL UTILITY FLAG WATER ® TRAFFIC SIGNAL JUNCTION BOX 0, TRAFFIC SIGNAL POLE WOOD FENCE (UNLESS OTHERWISE DESIGNATED) METAL FENCE -x-x-x FIRE HYDRANT PVC FENCE o 0 0 -� SIGN \T • BOLLARD 1. ALL DEMOLITION SHALL MEET CITY OF OKEECHOBEE SPECIFICATIONS AT A MINIMUM. 2. FILTER FABRIC SHALL BE INSTALLED WITHIN INLETS WHERE APPLICABLE. 3. SILT FENCE SHALL BE INSTALLED PRIOR CONSTRUCTION AND REMAIN INTACT THROUGHOUT CONSTRUCTION. 4. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR THE LOCATION OF THAT UTILITY AND ITS REMOVAL OR RELOCATION. 5. CONTRACTOR WILL RESTORE ALL ROAD SIGNAGE DISTURBED BY DEMOLITION. 6. THE SITE SHALL UTILIZE A SOIL TRACKING PREVENTION DEVICE IN ACCORDANCE WITH FIGURE V-19 OF THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. 7. ALL EXISTING IMPROVEMENTS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. STATE OF FLORIDA F&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION- JULY 2013 A Figure X- 19. Tiluxlration of a Soil Tracking Prevention device STATE OF FLORIDA E&SC DESIGNER & REVIEW ER MANUAL; LATEST EDITION, RILY 2013 amoimm�:ei�3rHrdwcn�ia ew�vcrmeemwormerwa�euxrnuan� This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. MINIMUM GROUND (NTS) 50 -FF. MINIMUM ia�a�a�a�a�■�a ■�� a�a a�a�■�a� • ■ ■ • ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■+i a'iaa+a+•+■+ i • ■ ■ ■ ■ a ■ ■ + ■ ■ ■ iaa+•aa■�aa++• as■�■•+�■•+•�•■+aa+•saata+■.a •■+aaa• saaaaaa■a■asata• taaa•aa+•■ +•+aa■++•+cocoa.•+• •aasaaaa4 +a+a+abb■■aa+,•ate+a+•+a+aaa ■■■■■■■r■ ■■■■■■■■■■■■ ■.i■■■■�■■■■■■■ aa•+a+a+a �a�a�a�a�a �■++�a�■�■•s•�+�■�•�a�a�a ■sae■a■ ■•■aaa•a•••■• ■■ .�•qqy -!■•■+■ UNUUM 2 TO 4 -IN. FODGK PLAN Ml IT WINIWUW MINIIJVM 71 T miNimiju LTER CLOTH 2- TO 4 -IN. ROCK SECTION a SOIL TRACKING PREVENTION Figure X- 19. Tiluxlration of a Soil Tracking Prevention device STATE OF FLORIDA E&SC DESIGNER & REVIEW ER MANUAL; LATEST EDITION, RILY 2013 amoimm�:ei�3rHrdwcn�ia ew�vcrmeemwormerwa�euxrnuan� This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. T Vd-VATn 89'54'49" E 1479.53'(D) P.O.C.' I Southwest corner ofl Section 15 -37S -35E. I 0 I 0 IW P.O. B. of '04: oLegal DaSGCLption v N.E. Park Street (Variable Width Public R/W) Set 1/2" Rebar ABBREVIATIONS AC AIR CONDITIONER ID IDENTIFICATION (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER CO CLEAN OUT LP LIGHT POLE CONC CONCRETE LS LICENSED SURVEYOR CSW CONCRETE SIDEWALK MW MONITORING WELL D DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM F FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM EBX ELECTRIC BOX OHW OVERHEAD WIRE EL. ELEVATION ORB OFFICIAL RECORDS BOOK EM ELECTRIC METER (P) PLAT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE FOOT FLORIDA DEPARTMENT OF PRM PERMANENT REFERENCE MONUMENT QO TRANSPORTATION PSM PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR R/W RIGHT-OF-WAY FIP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FOR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FND FOUND NAIL AND DISK TBM TEMPORARY BENCHMARK FPP FOUND PINCHED PIPE WM WATER METER INV. INVERT WV WATER VALVE SYMBOLS �a BACKFLOW PREVENTION DEVICE O0 - TREE LOCATION (SIZE AND TYPE oC CABLE RISER AS NOTED) tpju GRATE INLET 0 , UTILITY FLAG ELECTRIC O SANITARY SEWER STRUCTURE UTILITY FLAG COMMUNICATIONS UTILITY FLAG GAS SPOT ELEVATION UTILITY FLAG RECLAIMED WATER 0 STORM STRUCTURE UTILITY FLAG SANITARY/STORM SEWER ®T TELEPHONE PEDESTAL 1 UTILITY FLAG WATER 19 TRAFFIC SIGNAL JUNCTION BOX o, TRAFFIC SIGNAL POLE WOOD FENCE (UNLESS OTHERWISE DESIGNATED) FIRE HYDRANT METAL FENCE -x—X—X PVC FENCE \ SIGN \—� • BOLLARD 89'54'49" E 1479.53'(D) P.O.C.' I Southwest corner ofl Section 15 -37S -35E. I 0 I 0 IW P.O. B. of '04: oLegal DaSGCLption v N.E. Park Street (Variable Width Public R/W) Set 1/2" Rebar GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. HORIZONTAL CONTROL NOTESi 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS SHOWN OTHERWISE. 2. REFER TO LANDSCAPE PLAN FOR LANDSCAPE DESIGN. 3. CONTRACTOR TO INSTALL TRUNCATED DOMES AT EACH SIDE OF CROSSWALK, WHERE SIDEWALK MEETS DRIVE. 4. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 5. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDT.) & FDOT STANDARDS. 6. ALL SIGNS SHALL BE PERMITTED SEPARATELY THROUGH THE CITY OF OKEECHOBEE. 7. ALL STANDARD PARKING SPACES SHALL BE 9'x20'. ALL DISABLED PARKING SPACES SHALL BE 12'x20' 8. DUMPSTER ENCLOSURE MATERIALS SHALL MATCH THOSE OF THE PRINCIPAL STRUCTURE. MINIMUM HEIGHT SHALL BE 6 FEET. LATCHING GATES BE PROVIDED. REFER TO ARCH PLANS FOR DETAILS. 9. ALL EROSION & SEDIMENT CONTROL WITHIN R/W SHALL CONFORM TO FDOT INDICES. 10. CONSTRUCT SIDEWALK AND RAMPS IN ACCORDANCE TO FDOT INDEX 522-002 AND IN COMPLIANCE WITH ADA STANDARDS. 11. CONTRACTOR IS TO SOD ALL DISTURBED PORTIONS OF THE R/W WITH BAHIA SOD. 12. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEAREST JOINT. 13. SAWCUT EXISTING ASPHALT PRIOR TO REMOVAL OF ANY MATERIAL. 14. ALL MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDOT INDEX 102-600. NO LANE CLOSURES WILL BE ALLOWED UNLESS OTHERWISE AUTHORIZED BY FDOT. 15. ALL WORK WITHIN FDOT R/W SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND DESIGN STANDARDS (LATEST EDITIONS): — THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (A.K.A. STANDARD SPECS) — FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND OPERATIONS ON THE STATE HIGHWAY SYSTEM (INDEX REFERENCES ARE TO FDOT STANDARD PLANS FOR ROAD CONSTRUCTION). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. — ROADWAY AND TRAFFIC DESIGN STANDARDS — FDOT ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTER 2 AND 25 — FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC ROADWAY, CURBS, GUTTERS, SIDEWALK, DRAINAGE SYSTEM, AND UTILITIES AS A DIRECT RESULT OF NEW CONSTRUCTION. 17. THE SITE DRAINAGE AND CONSTRUCTION IMPROVEMENTS SHALL NOT ADVERSELY IMPACT ADJOINING PROPERTIES AND/OR ROADWAYS. 18. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION OF BUILDING BY AN UNOBSTRUCTED 20FT WIDE ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 19. ALL MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOF AND SCREENED FROM PUBLIC VIEW. This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. W Q Cfl 6 z 0 00 0WD CO Ir w Digitally signed by o Z \ / '/ , Carlos A Solis w \C N SOI�cP DN: c=US, X 0 Q Z00 No.42758 - o=Unaffiliated, r m 0 (n N C/) E ou=A01410D0 0001 Q o 6C1 E95E13500 STATE OF 022 Q U 0 ���- F ' ..coRioP.• G� ,� AE, cn=Carlos Solis CD o !NAL =0= Date: 2019.12.1 0 WV 0 \E,�� 12:22:02 -05'00' 00 � _ Edi 0 z GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. HORIZONTAL CONTROL NOTESi 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS SHOWN OTHERWISE. 2. REFER TO LANDSCAPE PLAN FOR LANDSCAPE DESIGN. 3. CONTRACTOR TO INSTALL TRUNCATED DOMES AT EACH SIDE OF CROSSWALK, WHERE SIDEWALK MEETS DRIVE. 4. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 5. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDT.) & FDOT STANDARDS. 6. ALL SIGNS SHALL BE PERMITTED SEPARATELY THROUGH THE CITY OF OKEECHOBEE. 7. ALL STANDARD PARKING SPACES SHALL BE 9'x20'. ALL DISABLED PARKING SPACES SHALL BE 12'x20' 8. DUMPSTER ENCLOSURE MATERIALS SHALL MATCH THOSE OF THE PRINCIPAL STRUCTURE. MINIMUM HEIGHT SHALL BE 6 FEET. LATCHING GATES BE PROVIDED. REFER TO ARCH PLANS FOR DETAILS. 9. ALL EROSION & SEDIMENT CONTROL WITHIN R/W SHALL CONFORM TO FDOT INDICES. 10. CONSTRUCT SIDEWALK AND RAMPS IN ACCORDANCE TO FDOT INDEX 522-002 AND IN COMPLIANCE WITH ADA STANDARDS. 11. CONTRACTOR IS TO SOD ALL DISTURBED PORTIONS OF THE R/W WITH BAHIA SOD. 12. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEAREST JOINT. 13. SAWCUT EXISTING ASPHALT PRIOR TO REMOVAL OF ANY MATERIAL. 14. ALL MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDOT INDEX 102-600. NO LANE CLOSURES WILL BE ALLOWED UNLESS OTHERWISE AUTHORIZED BY FDOT. 15. ALL WORK WITHIN FDOT R/W SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND DESIGN STANDARDS (LATEST EDITIONS): — THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (A.K.A. STANDARD SPECS) — FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND OPERATIONS ON THE STATE HIGHWAY SYSTEM (INDEX REFERENCES ARE TO FDOT STANDARD PLANS FOR ROAD CONSTRUCTION). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. — ROADWAY AND TRAFFIC DESIGN STANDARDS — FDOT ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTER 2 AND 25 — FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC ROADWAY, CURBS, GUTTERS, SIDEWALK, DRAINAGE SYSTEM, AND UTILITIES AS A DIRECT RESULT OF NEW CONSTRUCTION. 17. THE SITE DRAINAGE AND CONSTRUCTION IMPROVEMENTS SHALL NOT ADVERSELY IMPACT ADJOINING PROPERTIES AND/OR ROADWAYS. 18. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION OF BUILDING BY AN UNOBSTRUCTED 20FT WIDE ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 19. ALL MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOF AND SCREENED FROM PUBLIC VIEW. This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. W Q Cfl (_0 0 00 0WD C J Q O 0 O C J C/-) J J Q Cfl Q 0 00 0WD Q O 00 C J ZJ Oa j O X 0 LLJ z N ° r m n Q— O Q o O C U [L m00 CD O O 0 WV J J V) z O En o F- > 0- Qf W " N LL' LL- 0 O n Q z Q xz 0WD Q O �m0 ZJ Oa j v0 Cl) LL J Z z �e LU Q— O < W 0' J LL -0 CD CD 00 000 0 WV N� 00 > _ Edi 0 z � O = QO O �e O LLJ n o W 0 r\9 U -- DD V) z O En o F- > 0- Qf W " N LL' LL- 0 O �— Q xz 0WD �m0 ZJ Oa j v0 Cl) LL J Z z �e LU Q— —� yam W �a z� oca0 W WV N� _ Edi BZW =VW O = m O �e 00 SCALE: DATE: 1 "=30' 11.1.19 CAD FILE: C04—HC JOB NUMBER: BK #6400 SHEET C04 N 89°54'49" E 1 479 D) I F I I - - 24.02 I w 23.83 I P.O.B. of Legal Description �o I I o I S 89.50'26" E I I 30.35'(D&M) I N Z I S89'50'26" E 23.36 N.E. Park Street (Variable Width Public R/W) ° 'd . e a 23.57 d - - - 23.82 : n . a.- ° 23.56 Asphalt Pavement Centerline- / � SITE BENCHMARK / k� Existing Driveway Set Nail with Cap No. 7563 20.00'(D) 2� �5 22 92 (To Remain) EI. 22.81 23.61 S .. . ° 23.7 ■ I a S:WJ _ 0 s-3 N 7► 23.61 3.45 1 .. �°° E. - 9 X3:27 Ex. 8"C.I. Force Main 22.61• 23.0 .. X2.20 22.19 22.17 Metal Guard Rail 22.74 (� °�' D� 2 .84 213 n ° M®t°t:hEx°. PvarPt, 23.28 23.27 ° ° a°:�.4 4 ° .° . I l OE�pE OE-OE_OE E X3.62 °.°. 22:81 ' :22.6 22:54' p°. 22.53: d d °23.19e ee °° ' 4 OE- OEC OE- OEC OE- OEC OE OE o ° �. ° 3 ''pd' .° . , ' • ° 3: 3 q- 26. .: . e ppm .. . I ap -� _ _ OE 23. E 077; L I OE�OE �E�OE� ° �22L79. _ e0 °.. ° 0 M A 23.2 2 89 OE OE -OE -OE -OE -OE -OE OE OE OE OE Tz� OE OE OE OE L_ 3.28 x xx23.77 � �L3.17 23.80 15' Electric Easement f G GRAPHIC SCALE 20 0 10 20 40 iu rrrr ""'//, ft. Digitally signed by Carlos A 5'A' Soy/// L�CENSF''•�/s �. Solis 23.79 :SGP'' DN: c=US, o=Unaffiliated, 24.24 _ No.42758 ou=A0141 OD0000016C1 E NN 5E135000022AE, cn=Carlos ,�0•. STATEOF ;' 4,0- A Solis -O- /�`S••.!`:<ORIDP.•�G,\�� Date: 2019.12.11 12:22:27 24.24 \��`` -05'00' I� N 123.71 N / 23.25 I 23.00 I 2 I I P.O.C. 23.40 NI NN I 22.80 o f N 00 x x 23. Southwest corner oft Section LB 11 N L6 Iq 15 -37S -35E. I N /I Nx N S. 0 x22.94-�.R-Beok40, Pn9P 42L�'` 23.70 23.70 - e -c i 21_67 / i2� -------- x22.91 ( 23.80 N N x 23.897' Tal / 23.72 23.54 23.28 23. 2 Si n / x - 21 - 20.90x / / 22x '20 `O p jExx xx .5 20.84 r cfl 23.60 �6 N N //; '1 g �i`G� O 24 23.30 Lu1 Ki 23.00 3.06x 23.20 � I / N `3 ~ Install 'It L.F. 15" A.D.S. 22.50 Pipexa)3•621 % 4.66�c 4 7 23. 5.14 x24.72 23. x 23.04x / 24. 8x {rT '15.21 25.22 I 0 00 23.27 x25.26 x 0 20.5 sG 2 19 . / 6 • �j�� 2a 18 3.32 22 0 4 1 N N 18.5 S N9 21x 23.08 x 2 x 2.82 X z Stormwater Po d T.O.B. = 22. x o \o• o � /1'1 1 �t M x � 23.38 2�'c31� 00 N aW r'xN BOTTOM=18 W I 1 6 Uj 1 23.56 23.60 - co � o 1 00y DHW=22.31 / M xN I x N N c�i N IN <- 25yr DWH 21.96 / o 0 I � � c .01 22.71 23 23.10 � A �� �� .� I a L n ca rn 23.26 22.93 / � x \Yoh I/ o cn o N oN ryM 23.41 23.05 22.90 Qnstall 28 L.F. VB � r; o W N I N °' 22 Acip•S. Pipe @ cjl):'15% ./ �• I / Q (p I� 22.92 I I o io SITE BENCHMARK I / � 0 ^ 22.88x N.W. Corner of Concrete Base ° p 22'79 2 .00 1 EI. 24.64' 1 � I 0 O w f l I I N Z Z I x22.64 I I/ 201.' w 22.91 x 2.9 x I J1 N 23.50 3.25 22 23.25 .99 I � I I Q, 24 U a� I 23.05 23 CV co I / I 4A� �^� 2 8x 24 ,/ 23 2 .85 �/ 23:16 2.90 x 122.55x x e 23.61-- �_ / f w / Q o L I � °moo e 2351 CO �/ry P^ 23.31 2 v I e /ry"° / 24 /. x 0 23.09 `S cn 11F °d'rn �/ x // 22.83x 22.56x �. ot eer N ry'ry• x23. 7 22.7 3 22.82 3.30 h S- 10 N.18050 29"E. 74.7 (M) 23it „ co x23.29 . 9x 23.27x Q 1 S.18 4 16 W. / 23.50 74.E 2'(D) / N '' _ -�77 23.25 � C9I ,/ % 23.40 -4Q I �' 23.50 x 23.25 / �a O.B. Of c 23.51 x /Less & Except^ / 2 80 � / E / ni x1 / 23.22 V / I I J�/ x 23.59 23.77 x 23.47 x 23.22 23.39 x 23.38 x 1 /, /1� I�� / M I 3:O / x 22.33 x 24.03 23.24 x 23.00 I N / ICU o / cV 1 x 22.33 23.82 22.74 /I m / N 22.41 23.30 Install 15" P J C 1 � 23.50 p I.E.= 9 25 x 23.30 P� �° 0 /(p (Future oint Of 15 bl. 32x OV, 22.66 x Con ion) 1\ O 3.34 x k • O 2 .28 w/(b •O x I 22.41 22.71\�`5 22.80 23.35 23.40 23.70 x0? 23.37 x22.92 xO _ Install 18" M.E.S. 2 x 23.85 23.49 23.79 23.79 23.70VIII LE. 23.3: 4.29 0 ` 23.80 �D�o. Ram 24 24 N ` 00' 22 50 Install Conc. 2330 Down Nx4 2270 MRip-Rap Inst4"'6" Beong Stone Over 2380 I 24_40 oo ex• /Fitter Fabb� i Material 23.90 23.51 j 2431 = N N (See Rolnd Section) r�1 23.90 24.35 24.50 gaol x x� x 80 x2 .6 x x CK r_O N N �� x \ I I`PILo / Install (ST -6) do N , N I Install (ST_3)/ / / / 15" ADS Yard Drn 5 N N Type C I / / Top = 20.00 ,nTOP = .50 M 1AC I.E. = 18.35 1 1I.E. = 19.03(NW) 0 73 24.33 �X' �.E. = 18.54(E) 2.81 x x ti tix 00 2 .58 7 x 24.50 V - " N 23 124.5 X❑ X x25.06 D P �IN N / 3.48 / �� / nstall 5 F 15 A.D.S. �n 7 2 2x II x25.01 �DI N I�� /04 c° - 23.08 ip ��1.0% 1 ,45 2 x2 24.50 II122 � 25.0 N / C i aq - - - 00 00 o / �^o / x o' --I 23.95 eq -04 23.40 .71 33 � Ix .52 � x x � F F E=2455QL so 1 2 .52 x ,� nstall (ST -5) i 2(2• / / Control Structure 1 2� �2 24.50 `i ;h� x o o Modified Type 'C' Inlet 4. 1 24.21 2'' S J / X22.81 N Top = 22.40 71 3,61 4 -� Install C.O. @ 00 Weir = 20.50 1 24.31 Ins ai� tS L.F. 8"0 ` / I.E.= 21.34 I.E. = 18.50 H.D.P.E. Pipe ® 2.0%.82 � 22. 4x 2 L . 2244 k k (See Detail) x 23. 2d 23 x ��� 72 x © 222. / bh Install 2x22.24x x2 2 28 o °- 61 x ^ `^ x Install 3" of Plug ® 22 2 2= 0 2 47 2 / #57 Stone in c 3.50 2228 22.54 22.19x I.E.= 2 o R 2 .09 iK2 �ySt x 2 6 ., Pond Bottom 2 75* Conn. To Roof 22.5 I °�/ 4s ti 23.94 24.04 24.50 Downspout 24.50 pipe �•F 1 23:D4 49 ' •� t 23 . MA � �`.x 24 4.40 x 2 -� 22.51 22.3 x 22.44 22. 21.572c / `pCp�g3y?'�` ° 23.78 / 23.88 j Oj / 24.10 2.4.30 � 22.85t V 23.68 ` Z4 .00 tc6 24.00 23.65 G ` PQ. 05\ 15 22.80 E F'�510 ^ / Install (ST -2) 23.26x �o�� 5 @ 0' c Type 'C' Inlet 23.14x yrs P\Pe 22.90 /+ Top = 22.50 22.83 x 21.93 +� + +n�O+ / I.E. = 18.91 (SW) 23.30 / / 23.83 N / �� V I.E. = 18.91(N) O 11111111111111A./ i ♦ N ���j �0� I.E. = 19.09(NW) 23.53 x 23.25• / �c� � �� 23.33 .• a 23.6 .42 ° N r 22.33 x 23.20 23.43 CQ IV 23.64x /V�. O) I / x x 23..3 x Install ( -1) NO 23.50 \ Type 'C' I et N/ 1 2.89 x .97 \ I. P = 19.15 W) N/ Ba Qlkflow I.E. 122.5 9.15( I / � � 23.20 /�� 23.00 22 88 / Prevent r/ // /L2.93 x / 22.66 I 94 22.08 MATCHLINE SEE SHEET C05A 23.5 ,t A,, 23.09 / M / 22.5 / C\/ 21.5 / ^ / 20.5 22.17 N 19.5 1 R ) 16' 2'1 7.5' 2'1 2 1' 4.7' 23.00 2 In tai �ST 4) T pe C )nlet P 1f50 2 EXISTING GRADE 23.40 6 x 22.11 23.60 ?�3.7 /� f 22.80 S. 0 x22.94-�.R-Beok40, Pn9P 42L�'` 23.70 23.70 - e -c i 21_67 / i2� -------- x22.91 ( 23.80 N N x 23.897' Tal / 23.72 23.54 23.28 23. 2 Si n / x - 21 - 20.90x / / 22x '20 `O p jExx xx .5 20.84 r cfl 23.60 �6 N N //; '1 g �i`G� O 24 23.30 Lu1 Ki 23.00 3.06x 23.20 � I / N `3 ~ Install 'It L.F. 15" A.D.S. 22.50 Pipexa)3•621 % 4.66�c 4 7 23. 5.14 x24.72 23. x 23.04x / 24. 8x {rT '15.21 25.22 I 0 00 23.27 x25.26 x 0 20.5 sG 2 19 . / 6 • �j�� 2a 18 3.32 22 0 4 1 N N 18.5 S N9 21x 23.08 x 2 x 2.82 X z Stormwater Po d T.O.B. = 22. x o \o• o � /1'1 1 �t M x � 23.38 2�'c31� 00 N aW r'xN BOTTOM=18 W I 1 6 Uj 1 23.56 23.60 - co � o 1 00y DHW=22.31 / M xN I x N N c�i N IN <- 25yr DWH 21.96 / o 0 I � � c .01 22.71 23 23.10 � A �� �� .� I a L n ca rn 23.26 22.93 / � x \Yoh I/ o cn o N oN ryM 23.41 23.05 22.90 Qnstall 28 L.F. VB � r; o W N I N °' 22 Acip•S. Pipe @ cjl):'15% ./ �• I / Q (p I� 22.92 I I o io SITE BENCHMARK I / � 0 ^ 22.88x N.W. Corner of Concrete Base ° p 22'79 2 .00 1 EI. 24.64' 1 � I 0 O w f l I I N Z Z I x22.64 I I/ 201.' w 22.91 x 2.9 x I J1 N 23.50 3.25 22 23.25 .99 I � I I Q, 24 U a� I 23.05 23 CV co I / I 4A� �^� 2 8x 24 ,/ 23 2 .85 �/ 23:16 2.90 x 122.55x x e 23.61-- �_ / f w / Q o L I � °moo e 2351 CO �/ry P^ 23.31 2 v I e /ry"° / 24 /. x 0 23.09 `S cn 11F °d'rn �/ x // 22.83x 22.56x �. ot eer N ry'ry• x23. 7 22.7 3 22.82 3.30 h S- 10 N.18050 29"E. 74.7 (M) 23it „ co x23.29 . 9x 23.27x Q 1 S.18 4 16 W. / 23.50 74.E 2'(D) / N '' _ -�77 23.25 � C9I ,/ % 23.40 -4Q I �' 23.50 x 23.25 / �a O.B. Of c 23.51 x /Less & Except^ / 2 80 � / E / ni x1 / 23.22 V / I I J�/ x 23.59 23.77 x 23.47 x 23.22 23.39 x 23.38 x 1 /, /1� I�� / M I 3:O / x 22.33 x 24.03 23.24 x 23.00 I N / ICU o / cV 1 x 22.33 23.82 22.74 /I m / N 22.41 23.30 Install 15" P J C 1 � 23.50 p I.E.= 9 25 x 23.30 P� �° 0 /(p (Future oint Of 15 bl. 32x OV, 22.66 x Con ion) 1\ O 3.34 x k • O 2 .28 w/(b •O x I 22.41 22.71\�`5 22.80 23.35 23.40 23.70 x0? 23.37 x22.92 xO _ Install 18" M.E.S. 2 x 23.85 23.49 23.79 23.79 23.70VIII LE. 23.3: 4.29 0 ` 23.80 �D�o. Ram 24 24 N ` 00' 22 50 Install Conc. 2330 Down Nx4 2270 MRip-Rap Inst4"'6" Beong Stone Over 2380 I 24_40 oo ex• /Fitter Fabb� i Material 23.90 23.51 j 2431 = N N (See Rolnd Section) r�1 23.90 24.35 24.50 gaol x x� x 80 x2 .6 x x CK r_O N N �� x \ I I`PILo / Install (ST -6) do N , N I Install (ST_3)/ / / / 15" ADS Yard Drn 5 N N Type C I / / Top = 20.00 ,nTOP = .50 M 1AC I.E. = 18.35 1 1I.E. = 19.03(NW) 0 73 24.33 �X' �.E. = 18.54(E) 2.81 x x ti tix 00 2 .58 7 x 24.50 V - " N 23 124.5 X❑ X x25.06 D P �IN N / 3.48 / �� / nstall 5 F 15 A.D.S. �n 7 2 2x II x25.01 �DI N I�� /04 c° - 23.08 ip ��1.0% 1 ,45 2 x2 24.50 II122 � 25.0 N / C i aq - - - 00 00 o / �^o / x o' --I 23.95 eq -04 23.40 .71 33 � Ix .52 � x x � F F E=2455QL so 1 2 .52 x ,� nstall (ST -5) i 2(2• / / Control Structure 1 2� �2 24.50 `i ;h� x o o Modified Type 'C' Inlet 4. 1 24.21 2'' S J / X22.81 N Top = 22.40 71 3,61 4 -� Install C.O. @ 00 Weir = 20.50 1 24.31 Ins ai� tS L.F. 8"0 ` / I.E.= 21.34 I.E. = 18.50 H.D.P.E. Pipe ® 2.0%.82 � 22. 4x 2 L . 2244 k k (See Detail) x 23. 2d 23 x ��� 72 x © 222. / bh Install 2x22.24x x2 2 28 o °- 61 x ^ `^ x Install 3" of Plug ® 22 2 2= 0 2 47 2 / #57 Stone in c 3.50 2228 22.54 22.19x I.E.= 2 o R 2 .09 iK2 �ySt x 2 6 ., Pond Bottom 2 75* Conn. To Roof 22.5 I °�/ 4s ti 23.94 24.04 24.50 Downspout 24.50 pipe �•F 1 23:D4 49 ' •� t 23 . MA � �`.x 24 4.40 x 2 -� 22.51 22.3 x 22.44 22. 21.572c / `pCp�g3y?'�` ° 23.78 / 23.88 j Oj / 24.10 2.4.30 � 22.85t V 23.68 ` Z4 .00 tc6 24.00 23.65 G ` PQ. 05\ 15 22.80 E F'�510 ^ / Install (ST -2) 23.26x �o�� 5 @ 0' c Type 'C' Inlet 23.14x yrs P\Pe 22.90 /+ Top = 22.50 22.83 x 21.93 +� + +n�O+ / I.E. = 18.91 (SW) 23.30 / / 23.83 N / �� V I.E. = 18.91(N) O 11111111111111A./ i ♦ N ���j �0� I.E. = 19.09(NW) 23.53 x 23.25• / �c� � �� 23.33 .• a 23.6 .42 ° N r 22.33 x 23.20 23.43 CQ IV 23.64x /V�. O) I / x x 23..3 x Install ( -1) NO 23.50 \ Type 'C' I et N/ 1 2.89 x .97 \ I. P = 19.15 W) N/ Ba Qlkflow I.E. 122.5 9.15( I / � � 23.20 /�� 23.00 22 88 / Prevent r/ // /L2.93 x / 22.66 I 94 22.08 MATCHLINE SEE SHEET C05A 23.5 ,t A,, 23.09 / M / 22.5 / C\/ 21.5 / ^ / 20.5 22.17 N 19.5 1 R ) Proposed 2"-4" Bedding Stone Over Filter Fabric SECTION A=A SCALE: H: 1"=10' V: 1 "=2' 23.5 22.5 21.5 20.5 19.5 1R S DRAINAGE 16' 2'1 7.5' 2'1 2 1' 4.7' C3 u7 u7 + 13.32 EXISTING GRADE AC Ln SScrn IDENTIFICATION N N O O O O I LB 11 N N N N W LFII LIGHT POLE Q I CONC w w w w Existing 3 CONCRETE SIDEWALK MW MONITORING WELL (_fl Grade 1 DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM ) 00 4 � Sod FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM 100yr DHW=22.31 25yr DWH=21.96 de \ EBX ELECTRIC BOX OHW OVERHEAD WIRE 1 S olpes �� EL. ELEVATION ORB OFFICIAL RECORDS BOOK 6 ELECTRIC METER 1 I PLAT MEASUREMENT - CALL Proposed Grade FOUND CONCRETE MONUMENT Swale Btm = 20.0 POWER POLE 3" - #57 Stone 00 FDOT Pond Btm = 18.5 PRM PERMANENT REFERENCE MONUMENT Proposed 2"-4" Bedding Stone Over Filter Fabric SECTION A=A SCALE: H: 1"=10' V: 1 "=2' 23.5 22.5 21.5 20.5 19.5 1R S DRAINAGE LEGEND PROPOSED GRADE 10.48 PROP DRAINAGE ARROW C3 ABBREVIATIONS + 13.32 EXISTING GRADE AC PROPOSED SILT SCREEN SScrn BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988) DETERMINED BY G.P.S. OBSERVATIONS DERIVED FROM TIES TO THE FLORIDA DEPARTMENT OF TRANSPORTATION F.P.R.N. RTK NETWORK. SEE PLAN FOR SITE BENCHMARKS. 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY OF OKEECHOBEE AND THE E.O.R. FOR ALL NECESSARY INSPECTIONS DURING CONSTRUCTION. 2. ALL EXISTING UTILITIES SHOWN ON PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED TO THE EOR AT TIME OF PERMITTING. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. THE PROPOSED BURGER KING PARCEL SHOWN HEREON FALLS WITHIN ZONE "X" & "AE" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER PANEL 120178 0480 C, DATED JULY 16, 2015. (B.F.E.=16.00) 4. ALL ELEVATIONS SHOWN HEREON ARE BASED UPON NAVD 1988 DATUM. 5. ALL EROSION & SEDIMENT CONTROL WITHIN R/W SHALL CONFORM TO FDOT INDICES. 6. CONSTRUCT SIDEWALK AND RAMPS IN ACCORDANCE TO FDOT INDEX 522-002, AND IN COMPLIANCE WITH ADA STANDARDS. 7. CONTRACTOR IS TO SOD ALL DISTURBED PORTIONS OF THE R/W WITH BAHIA SOD. 8. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEAREST JOINT. 9. SAWCUT EXISTING ASPHALT PRIOR TO REMOVAL OF ANY MATERIAL. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC ROADWAY, CURBS, GUTTERS, SIDEWALK, DRAINAGE SYSTEM, AND UTILITIES AS A DIRECT RESULT OF NEW CONSTRUCTION. ROAD IMPROVEMENTS, SUCH AS BUT NOT LIMITED TO, RESURFACING MAY BE REQUIRED. 11. THE SITE DRAINAGE AND CONSTRUCTION IMPROVEMENTS SHALL NOT ADVERSELY IMPACT ADJOINING PROPERTIES AND/OR ROADWAYS. 12. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION OF BUILDING BY AN UNOBSTRUCTED 20FT WIDE ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. PAVING, GRADING & DRAINAGE NOTESi 1. REFER TO UTILITY PLANS FOR UNDERGROUND PIPING INFORMATION. 2. REFER TO EXISTING CONDITIONS/DEMOLITION PLAN FOR LIMITS OF TREE BARRICADES, TREE REMOVAL AND OR LIMITS OF TREE ROOT PRUNING. 3. ALL DISTURBED AREAS WITHIN RIGHT OF -WAY SHALL BE SODDED WITH BAHIA SOD. 4. ALL ROOF RUNOFF FROM PROPOSED BUILDING SHALL BE CONNECTED TO STORM SEWER. REFER TO MECHANICAL PLANS FOR ROOF DOWNSPOUT LOCATION AND CONNECTION. 5. PROPOSED ELEVATIONS ARE TO EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS SHOWN OTHERWISE. 15" ADS a d SECTION N.T.S. CONTROL STRUCTURE DETAIL LEGEND This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. 0 Z a- CO J Z O z M w J a Q Z °�° LD N CO N O w J 0 O 0:� of Q a - U Q 0 LL V O � Lu \ C3 ABBREVIATIONS J �D AC AIR CONDITIONER ID IDENTIFICATION J (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER n Q z CO CLEAN OUT LP LIGHT POLE Q O CONC CONCRETE LS LICENSED SURVEYOR C oc CSW CONCRETE SIDEWALK MW MONITORING WELL (_fl LL (D) DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM ) 00 F FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM J LL -_ EBX ELECTRIC BOX OHW OVERHEAD WIRE O EL. ELEVATION ORB OFFICIAL RECORDS BOOK EM ELECTRIC METER (P) PLAT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE 00 FDOT FLORIDA DEPARTMENT OF PRM PERMANENT REFERENCE MONUMENT M� W (n TRANSPORTATION PSM PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR R/W RIGHT-OF-WAY RIP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FOR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FND FOUND NAIL AND DISK TBM TEMPORARY BENCHMARK FPP FOUND PINCHED PIPE WM WATER METER INV. INVERT WV WATER VALVE SYMBOLS do BACKFLOW PREVENTION DEVICE �p� . TREE LOCATION (SIZE AND TYPE eC CABLE RISER AS NOTED) GRATE INLET oke , UTILITY FLAG ELECTRIC �$ SANITARY SEWER STRUCTURE UTILITY FLAG COMMUNICATIONS eL , UTILITY FLAG GAS SPOT ELEVATION ', UTILITY FLAG RECLAIMED WATER QD STORM STRUCTURE UTILITY FLAG SANrrARY/STORM SEWER eT TELEPHONE PEDESTAL UTILITY FLAG WATER ® TRAFFIC SIGNAL JUNCTION BOX 0, TRAFFIC SIGNAL POLE WOOD FENCE �o 0 (UNLESS OTHERWISE DESIGNATED) FIRE HYDRANT METAL FENCE -x-x-x PVC FENCE -� SIGN • BOLLARD / This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. 0 Z a- CO J Z O z M w J a Q Z °�° LD N CO N O w J 0 O 0:� of Q a - U Q 0 LL SCALE: DATE: 1 "=20' 11.1.19 CAD FILE: C05 -PGD JOB NUMBER: BK #6400 SHEET C05 V O � Lu 0 C3 nw L� J �D OC ? j cp�O J oa C # 0)LL n Q z W Q O O W &1 C oc a 0 Z� Q (_fl LL DD >� C� ) 00 c WVw J LL -_ O o LLJ z O m 00 O z C Ua_M 00 O U 0 Q) 00 SCALE: DATE: 1 "=20' 11.1.19 CAD FILE: C05 -PGD JOB NUMBER: BK #6400 SHEET C05 V O � Lu 0 C3 Z J W OC ? j cp�O J oa # 0)LL n Q z W Q O W &1 oc a 0 Z� WW= >� C� ZW WVw J LL -_ oI O CD 00 00 O �_� 00 O z Q Q 0 Q) 00 LLJ a- /\ M� W (n 00 SCALE: DATE: 1 "=20' 11.1.19 CAD FILE: C05 -PGD JOB NUMBER: BK #6400 SHEET C05 O � Lu 0 C3 Z 0 W OC ? j cp�O oa # 0)LL W �0 W &1 oc a 0 Z� WW= >� C� ZW WVw a m(00 SCALE: DATE: 1 "=20' 11.1.19 CAD FILE: C05 -PGD JOB NUMBER: BK #6400 SHEET C05 22. 22.97 S.E. 2nd Street (Variable Width Public R/W) � I 00 I� � X N LLJ I I N ca OE OE I I I I I signed by \ I I I I v n� I 1 � QU W N NII � I d- 1 o Fri I I I Oil o I .6 J 0 W' co M RFs •.., c, �, AE, cn V 1 W r' o S.E. 2nd Street (Variable Width Public R/W) � I 00 I� � X N LLJ I I N ca OE OE I I I I II signed by I I I I I o I I 1 � (n W N NII � I o 1 .� 0 O 1 o Fri I I I Oil o I CONCRETE J I o coo�' co M RFs •.., c, �, AE, cn I W r' o o 19.12.11 I 12:22: P� 1o � o N� GRAPHIC SCALE of I II m I o 0� II x 40 N r\ 4, FCM FOUND CONCRETE MONUMENT PP POWER POLE oo o rn x �j ^^moo 'V• Buri d Gas M ker Sign N O x ao J O MATCHLINE SEE SHEET C05 22.70 1 I 1 10'x35' Electric Easement 1 O.R. Book 240, Page 421 I x23.03 22.88 x 1 x 22.4 211 22.05 x x x 22.50 x 23.00 Lot "A" Block 252 x 22.78 1 22.18 21.66 x ��. I x I x 22.33 x 22.70 I X22.56 Lot B 22.56 Block 252 x22.47 1 22.47 ------ - - FUTURE COMME 1� L 1 21.86 22.88 x DEVEL721.83x x 1.77 1 - J - - x c 21.50 21.91 x x 1.66 7 21 75 10'x35' Electric Easement x O.R. Book 240, Page 421 21.96 2192 V21.99 21.96 x 21.27 x 1 21.69 I x 21.74 1 21.25 x I 21.73 x x 21.3111 I I L �21.55 21.52 x 21.77 21.54 x Lot "C" x 21.36 Block 252 X21.77 x 21.71 21.44 x21.14 x 21.26 21.78 20.9W"-,, x �- x Jed/ " 22.72 � N x 22.43 L/ x22.98 x 23.00 22.61 x ,4 o / / N / /o 22.27 x 211/x lb i 21.21 / / D .3j O x 21.95 / / ^A,) 21.70 x21.53 CN( , \ A / 29 3-:x e or N't 21. X2 83 21.6 21.41 x 2 .64x x x20.67 -` x 20.94 1.03 LO2 21.35 x A.61 20.1 Ox/ 9 x I 12.07 t�" 20.61 21 21.61 Bock 252 21 16 20.47 20x70 / x I I' 20.18 x x 20.20 1 .37x � r� I20.54 x x20.40 17-� I I 20.07 x x 20.63 / 21.04 20A8 2 • / 0.56 x � 11.92 - 9-99- • 2 � W 21.36 21.22r 21.26 N. '47'2"1 .89 ' "1 Wood Frame 'ortable Building 1 W2Y M 15�5:�3'�D; x 21.20 7' Brick Wall 11Digitally ,SIA%,� signed by I 01 o 0 I o DN: c= I c0 .I wl W No.42758 o=Una � O 1 o Fri I I (12" R.C.P.) � 10 41 OD000001 co CONCRETE J E135000022 Sewer Cleanout of RFs •.., c, �, AE, cn Carlos A Solis � II 19.12.11 NORTH AMERICAN VERTICAL DATUM 12:22: II N I N. Invert El.= 14.55' I S. Invert El.= 14.39' N� GRAPHIC SCALE of I II m • 0 m 0 I I m 21.55 II x 40 21.5x PLAT MEASUREMENT - CALL FCM oo o rn x �j ^^moo 'V• Buri d Gas M ker Sign N O x ao J O MATCHLINE SEE SHEET C05 22.70 1 I 1 10'x35' Electric Easement 1 O.R. Book 240, Page 421 I x23.03 22.88 x 1 x 22.4 211 22.05 x x x 22.50 x 23.00 Lot "A" Block 252 x 22.78 1 22.18 21.66 x ��. I x I x 22.33 x 22.70 I X22.56 Lot B 22.56 Block 252 x22.47 1 22.47 ------ - - FUTURE COMME 1� L 1 21.86 22.88 x DEVEL721.83x x 1.77 1 - J - - x c 21.50 21.91 x x 1.66 7 21 75 10'x35' Electric Easement x O.R. Book 240, Page 421 21.96 2192 V21.99 21.96 x 21.27 x 1 21.69 I x 21.74 1 21.25 x I 21.73 x x 21.3111 I I L �21.55 21.52 x 21.77 21.54 x Lot "C" x 21.36 Block 252 X21.77 x 21.71 21.44 x21.14 x 21.26 21.78 20.9W"-,, x �- x Jed/ " 22.72 � N x 22.43 L/ x22.98 x 23.00 22.61 x ,4 o / / N / /o 22.27 x 211/x lb i 21.21 / / D .3j O x 21.95 / / ^A,) 21.70 x21.53 CN( , \ A / 29 3-:x e or N't 21. X2 83 21.6 21.41 x 2 .64x x x20.67 -` x 20.94 1.03 LO2 21.35 x A.61 20.1 Ox/ 9 x I 12.07 t�" 20.61 21 21.61 Bock 252 21 16 20.47 20x70 / x I I' 20.18 x x 20.20 1 .37x � r� I20.54 x x20.40 17-� I I 20.07 x x 20.63 / 21.04 20A8 2 • / 0.56 x � 11.92 - 9-99- • 2 � W 21.36 21.22r 21.26 N. '47'2"1 .89 ' "1 Wood Frame 'ortable Building 1 W2Y M 15�5:�3'�D; x 21.20 7' Brick Wall GENERAL NOTESi 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY OF OKEECHOBEE AND THE E.O.R. FOR ALL NECESSARY INSPECTIONS DURING CONSTRUCTION. 2. ALL EXISTING UTILITIES SHOWN ON PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED TO THE EOR AT TIME OF PERMITTING. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. THE PROPOSED BURGER KING PARCEL SHOWN HEREON FALLS WITHIN ZONE "X" & "AE" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER PANEL 120178 0480 C, DATED JULY 16, 2015. (B.F.E.=16.00) 4. ALL ELEVATIONS SHOWN HEREON ARE BASED UPON NAVD 1988 DATUM. 5. ALL EROSION & SEDIMENT CONTROL WITHIN R/W SHALL CONFORM TO FDOT INDICES. 6. CONSTRUCT SIDEWALK AND RAMPS IN ACCORDANCE TO FDOT INDEX 522-002, AND IN COMPLIANCE WITH ADA STANDARDS. 7. CONTRACTOR IS TO SOD ALL DISTURBED PORTIONS OF THE R/W WITH BAHIA SOD. 8. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEAREST JOINT. 9. SAWCUT EXISTING ASPHALT PRIOR TO REMOVAL OF ANY MATERIAL. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC ROADWAY, CURBS, GUTTERS, SIDEWALK, DRAINAGE SYSTEM, AND UTILITIES AS A DIRECT RESULT OF NEW CONSTRUCTION. ROAD IMPROVEMENTS, SUCH AS BUT NOT LIMITED TO, RESURFACING MAY BE REQUIRED. 11. THE SITE DRAINAGE AND CONSTRUCTION IMPROVEMENTS SHALL NOT ADVERSELY IMPACT ADJOINING PROPERTIES AND/OR ROADWAYS. 12. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION OF BUILDING BY AN UNOBSTRUCTED 20FT WIDE ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. PAVING, GRADING & DRAINAGE NOTESi 1. REFER TO UTILITY PLANS FOR UNDERGROUND PIPING INFORMATION. 2. REFER TO EXISTING CONDITIONS/DEMOLITION PLAN FOR LIMITS OF TREE BARRICADES, TREE REMOVAL AND OR LIMITS OF TREE ROOT PRUNING. 3. ALL DISTURBED AREAS WITHIN RIGHT OF -WAY SHALL BE SODDED WITH BAHIA SOD. 4. ALL ROOF RUNOFF FROM PROPOSED BUILDING SHALL BE CONNECTED TO STORM SEWER. REFER TO MECHANICAL PLANS FOR ROOF DOWNSPOUT LOCATION AND CONNECTION. 5. PROPOSED ELEVATIONS ARE TO EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS SHOWN OTHERWISE. DRAINAGE 11Digitally ,SIA%,� signed by 10.48 .`\ CarlosA Solis E. Invert El.= 19.87' + 13.32 DN: c= S, PROPOSED SILT SCREEN S S C rn No.42758 o=Una iliated, W. Invert El.= 19.08' (12" R.C.P.) * * * = ou=AO 41 OD000001 Rim El.= 21.75' CONCRETE 4v; 6C1 E9 STATE OF E135000022 Sewer Cleanout CONCRETE SIDEWALK RFs •.., c, �, AE, cn Carlos A Solis O IONAL\�?�`� Date:2 19.12.11 NORTH AMERICAN VERTICAL DATUM 12:22: -05'00' N. Invert El.= 14.55' (8" Terra Cotta Pipe) S. Invert El.= 14.39' (8" Terra Cotta Pipe) GRAPHIC SCALE OVERHEAD WIRE • Rim El.= 22.03' ORB W 20 0 10 20 40 (P) PLAT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE ( IN FEET ) FLORIDA DEPARTMENT OF PRM 1 inch = 20 ft. .. GENERAL NOTESi 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY OF OKEECHOBEE AND THE E.O.R. FOR ALL NECESSARY INSPECTIONS DURING CONSTRUCTION. 2. ALL EXISTING UTILITIES SHOWN ON PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED TO THE EOR AT TIME OF PERMITTING. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. THE PROPOSED BURGER KING PARCEL SHOWN HEREON FALLS WITHIN ZONE "X" & "AE" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER PANEL 120178 0480 C, DATED JULY 16, 2015. (B.F.E.=16.00) 4. ALL ELEVATIONS SHOWN HEREON ARE BASED UPON NAVD 1988 DATUM. 5. ALL EROSION & SEDIMENT CONTROL WITHIN R/W SHALL CONFORM TO FDOT INDICES. 6. CONSTRUCT SIDEWALK AND RAMPS IN ACCORDANCE TO FDOT INDEX 522-002, AND IN COMPLIANCE WITH ADA STANDARDS. 7. CONTRACTOR IS TO SOD ALL DISTURBED PORTIONS OF THE R/W WITH BAHIA SOD. 8. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEAREST JOINT. 9. SAWCUT EXISTING ASPHALT PRIOR TO REMOVAL OF ANY MATERIAL. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PUBLIC ROADWAY, CURBS, GUTTERS, SIDEWALK, DRAINAGE SYSTEM, AND UTILITIES AS A DIRECT RESULT OF NEW CONSTRUCTION. ROAD IMPROVEMENTS, SUCH AS BUT NOT LIMITED TO, RESURFACING MAY BE REQUIRED. 11. THE SITE DRAINAGE AND CONSTRUCTION IMPROVEMENTS SHALL NOT ADVERSELY IMPACT ADJOINING PROPERTIES AND/OR ROADWAYS. 12. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION OF BUILDING BY AN UNOBSTRUCTED 20FT WIDE ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A 32 TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. PAVING, GRADING & DRAINAGE NOTESi 1. REFER TO UTILITY PLANS FOR UNDERGROUND PIPING INFORMATION. 2. REFER TO EXISTING CONDITIONS/DEMOLITION PLAN FOR LIMITS OF TREE BARRICADES, TREE REMOVAL AND OR LIMITS OF TREE ROOT PRUNING. 3. ALL DISTURBED AREAS WITHIN RIGHT OF -WAY SHALL BE SODDED WITH BAHIA SOD. 4. ALL ROOF RUNOFF FROM PROPOSED BUILDING SHALL BE CONNECTED TO STORM SEWER. REFER TO MECHANICAL PLANS FOR ROOF DOWNSPOUT LOCATION AND CONNECTION. 5. PROPOSED ELEVATIONS ARE TO EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS SHOWN OTHERWISE. DRAINAGE LEGEND PROPOSED GRADE 10.48 PROP DRAINAGE ARROW ABBREVIATIONS E. Invert El.= 19.87' + 13.32 EXISTING GRADE IDENTIFICATION PROPOSED SILT SCREEN S S C rn BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988) DETERMINED BY G.P.S. OBSERVATIONS DERIVED FROM TIES TO THE FLORIDA DEPARTMENT OF TRANSPORTATION F.P.R.N. RTK NETWORK. SEE PLAN FOR SITE BENCHMARKS. EXISTING STRUCTURE DATA LEGEND Rim E1.= 22.22' Bottom El.= 19.62' ABBREVIATIONS E. Invert El.= 19.87' (12" R.C.P.) ID IDENTIFICATION Rim El.= 21.66' CALCULATED MEASUREMENT Bottom El.= 18.86' LICENSED BUSINESS NUMBER W. Invert El.= 19.08' (12" R.C.P.) LP LIGHT POLE Rim El.= 21.75' CONCRETE Bottom El.= 19.18' LICENSED SURVEYOR Sewer Cleanout CONCRETE SIDEWALK Rim El.= 24.61' MONITORING WELL Bottom El.= 20.11' DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM Rim El.= 22.68' FIELD MEASUREMENT N. Invert El.= 14.55' (8" Terra Cotta Pipe) S. Invert El.= 14.39' (8" Terra Cotta Pipe) S.W. Invert El.= 17.18' (6" P.V.C.) OVERHEAD WIRE EL. Rim El.= 22.03' ORB LEGEND This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. 0 Z Of CO w J Z O z C/-) L LJ J Q 00 Q Z o� N CO N O w J O [):� of U Q 0 O J Li ABBREVIATIONS AC AIR CONDITIONER ID IDENTIFICATION (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER CO CLEAN OUT LP LIGHT POLE CONC CONCRETE LS LICENSED SURVEYOR CSW CONCRETE SIDEWALK MW MONITORING WELL (D) DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM F FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM EBX ELECTRIC BOX OHW OVERHEAD WIRE EL. ELEVATION ORB OFFICIAL RECORDS BOOK EM ELECTRIC METER (P) PLAT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE FOOT FLORIDA DEPARTMENT OF PRM PERMANENT REFERENCE MONUMENT TRANSPORTATION PSM PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR R/W RIGHT-OF-WAY FIP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FCIR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FIND FOUND NAIL AND DISK TBM TEMPORARY BENCHMARK FPP FOUND PINCHED PIPE WM WATER METER INV. INVERT WV WATER VALVE SYMBOLS BACKFLOW PREVENTION DEVICE TREE LOCATION (SIZE AND TYPE OC CABLE RISER AS NOTED) 000000 GRATE INLET O%0 , UTILITY FLAG ELECTRIC O SANITARY SEWER STRUCTURE UTILITY FLAG COMMUNICATIONS 16L , UTILITY FLAG GAS +LO. SPOT ELEVATION ^.1� UTILITY FLAG RECLAIMED WATER OD STORM STRUCTURE I UTILITY FLAG SANITARY/STORM SEWER ®T TELEPHONE PEDESTAL 1 UTILITY FLAG WATER ® TRAFFIC SIGNAL JUNCTION BOX ® TRAFFIC SIGNAL POLE WOOD FENCE (UNLESS OTHERWISE DESIGNATED) METAL FENCE -x-X-X � p•-.ry1 FIRE HYDRANT PVC FENCE -� SIGN \ • BOLLARD This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. 0 Z Of CO w J Z O z C/-) L LJ J Q 00 Q Z o� N CO N O w J O [):� of U Q 0 O J Li LEGEND rABBREVIATIONS LEGEND \ AC AIR CONDITIONER ID IDENTIFICATION Gate Valve (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER Prop. CO CLEAN OUT LP LIGHT POLE Storm MH CONIC CONCRETE LS LICENSED SURVEYOR Prop. CSW CONCRETE SIDEWALK MW MONITORING WELL SITE BENCHMARK I D DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM N. Invert El.= 14.55' F FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM EI. 24.64' EBX ELECTRIC BOX OHW OVERHEAD WIRE ontractor hall Verify Location, EL. ELEVATION ORB OFFICIAL RECORDS BOOK EM ELECTRIC METER (P) PLAT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE 12:23:20 -0500' FOOT FLORIDA DEPARTMENT OF PRM PERMANENT REFERENCE MONUMENT Install Connect To TRANSPORTATION PSM PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR R/W RIGHT-OF-WAY /I FIP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FOR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FND FOUND NAIL AND DISK TBM TEMPORARY BENCHMARK FPP FOUND PINCHED PIPE WM WATER METER INV. INVERT WV WATER VALVE SYMBOLS �o BACKFLOW PREVENTION DEVICE 007- 11 TREE LOCATION (SIZE AND TYPE oC CABLE RISER AS NOTED) GRATE INLET 00 I UTILITY FLAG ELECTRIC O SANITARY SEWER STRUCTURE I UTILITY FLAG COMMUNICATIONS 00 I UTILITY FLAG GAS SPOT ELEVATION I UTILITY FLAG RECLAIMED WATER OD STORM STRUCTURE 1 UTILITY FLAG SANITARY/STORM SEWER OT TELEPHONE PEDESTAL 1 UTILITY FLAG WATER 19 TRAFFIC SIGNAL JUNCTION BOX o, TRAFFIC SIGNAL POLE WOOD FENCE (UNLESS OTHERWISE DESIGNATED) FIRE HYDRANT METAL FENCE -x-X-X PVC FENCE -� SIGN \ • BOLLARD / UTILITY LEGEND IXI Exist. Gate Valve 1XI Prop. Gate Valve 0 Prop. San Cleanout 1-1 /2° Prop. Storm Pipe W. Invert El.= 19.08' ® Prop. Storm MH I Prop. Storm Inlet W Lim Prop. Pipe MES a Concrete Pavement Area BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988) DETERMINED BY G.P.S. OBSERVATIONS DERIVED FROM TIES TO THE FLORIDA DEPARTMENT OF TRANSPORTATION F.P.R.N. RTK NETWORK. SEE PLAN FOR SITE BENCHMARKS. EXISTING STRUCTURE DATA 89'54'49" E jt 1479.53'(D) I I I I I I W 3Q I I �e P.O. B. of o Legal DasGCLption Iprn I C) -4, O� I I N Z 1 S1 89.50'26" E / 20.00'(D) & Ca 7E OE- OE OE OE - P. 0. C. / E- P.O.C.' ' 1-1 /2" Rim El.= 22.22' I� o Bottom El.= 19.62' 0) O� E. Invert El.= 19.87' (12" R.C.P.) 15 -37S -35E. E Rim El.= 21.66' 1-1 /2° Bottom El.= 18.86' I I I I W. Invert El.= 19.08' (12" R.C.P.) PU w Rim El.= 21.75' Install Bottom El.= 19.18' W Lim Sewer Cleanout Me er Rim El.= 24.61' 04 O CD Bottom El.= 20.11' SITE BENCHMARK I / Z Z Rim El.= 22.68' Set 1/2" R bar N. Invert El.= 14.55' (8" Terra Cotta Pipe) S. Invert El.= 14.39' (8" Terra Cotta Pipe) S.W. Invert El.= 17.18' (6" P.V.C.) EI. 24.64' AE, cn=Carlos Rim El.= 22.03' J Q 89'54'49" E jt 1479.53'(D) I I I I I I W 3Q I I �e P.O. B. of o Legal DasGCLption Iprn I C) -4, O� I I N Z 1 S1 89.50'26" E / 20.00'(D) & Ca 7E OE- OE OE OE - P. 0. C. / E- P.O.C.' ' 1-1 /2" O I E.= 20.85 I� o Southwest corner ofl Section 0) O� O 15 -37S -35E. E (n J 1-1 /2° I I I I DN: c=US, Y PU w I I Install o=Unaffiliat W Lim I I I I Me er � 04 O CD ou=A01410 SITE BENCHMARK I / Z Z Set 1/2" R bar N.W. Corner of Concrete Ba CO 0 CO w � EI. 24.64' AE, cn=Carlos A Solis J Q O ontractor hall Verify Location, S/0NA`1_' `: / evation & Condition Of Ex. Date: 2019.12. 11 o eanout An Provide Findings To Fgineer Pirilor To Construction. I 12:23:20 -0500' 20 Install Connect To J L.� 2" 90' Tend & Conn. T Ex. 2" Ex. Cleanout ® I.E.=20.3 /I Water Sirvice � I L r W IMSm a a 3 m^J Pp Om o 1 bb 100 I Z Z N.E. Park Street _ (Variable Width Public R/W) r .. S 89r5Q'26" E 30,35 (D&M) w , Set NaEwiithNCapA RK .S` l No. 7563 EI. 22.81 S:ar s-3 7r Fd. Nail SSCrn '° � '• ' d & �E� O OE- OE OE_ OE -off -- W89 O p, Fd. Nail &Cap I b 22.5 L p 20.5 � 1 yo 18.5 Fd. ®I.E.- 20.91 2'k 2" tee 2"x 1" Neducer 1" 90' end ya • __ ` Install 6 L a y 6" PVC U 00 I U w3I I N.18-5QQe�29"E. 74.76'(M) Q' S.18° ' 16"w. 1 .a 742'(D) 0 I 0. B. 1 �of � Less & Except I N � 4 I /Na I eT �r I/ ..N I� 0 0 / 1 �aa / d i j I 4x8 oncre fq / Post (4) 6 0 1 t PrreveeeveBa9knt r I � I 'd. 1 y s/ I I t Fd. 1/2 Install C.O. Install / Install Grease 111-1/4', 1 y 8"x 6" To in 6" 45' Bend• f PP 9 II Sleeve & Valve 6" 22' Bend T� I 10'x35' Electric Easement I O.R. Book 240, Page 421 I I 1 II I I � rn II 4 I I 10Ck o I 18 m 1 I F w I Aa I 0 OEC OE4_4 OEC Install 72 L.F. 6" PVC Fireline Lot "A" Block 252 ,e0T Lot "B„ CO a, I Block 252 V 2 m 1 N ` L - - - - - FUTURE COMMERCIAL wv J I DEVELOPMENT _J ISN d I�.d' a� p• II I / r I t t F.F.E.= 24.50 I I / I I .° y. L � / jai. , . .. d / I' 4 . 'l. d I I :' Install 31 L.F. 1 / L 6' PVC (� 1.00% •° Install C.O. ® I.E.= 21.22 9 / Install C.O. d, 777 ® I.E.= 21.33 Install 18 L.F. 6" PVC @ 1.00% -14Install I Plug ropeter. as ' ' Prop..EleG.. M ; . Al9ter ' .JA t /C : T 00"1rop. a� srop. Elec. E n Stormwater Pond Set 1/2" .; Rebar I . 1k Fd. 1/2" Rebar / G,• A*�1 V d 076e y°.. .: ,.d:• f et" j,4 1 2 • _ ReKar d. �. . • :•, ..ted Install 141 L.F. 2 y P.V.C. Water Line CO y. .W N N�h N 2 Set 1%2" Rebar r k rk L° N/ 0 N 1 q I Cj 1 10'x35' Electric Easement a t00 O.R. Book 240, Page 421 o I o I m II N I Lot "C" I0 1 Block 252 f0 I W 1 m �I I 0I �I I 0I i I Lot "D" Block 252 01 I II I 01 U �I I o N.89°47'22"E. 155.23- Buried Gas i N.89°54'49"E. 155.23' D Marker Sign 7' Brick Wall Wood Frame m Portable Building I 0 1-1 /2" O I E.= 20.85 d by R.P.B. P. 0) O� Install Carlos A Soli E (n J 1-1 /2° 22 I DN: c=US, Water ter w Install o=Unaffiliat W Lim 1 " Plug Install 1" R.P.B.P. Install 1" Irrig. Me er Install Fire Hydrant 04 O CD y 8"x 6" To in 6" 45' Bend• f PP 9 II Sleeve & Valve 6" 22' Bend T� I 10'x35' Electric Easement I O.R. Book 240, Page 421 I I 1 II I I � rn II 4 I I 10Ck o I 18 m 1 I F w I Aa I 0 OEC OE4_4 OEC Install 72 L.F. 6" PVC Fireline Lot "A" Block 252 ,e0T Lot "B„ CO a, I Block 252 V 2 m 1 N ` L - - - - - FUTURE COMMERCIAL wv J I DEVELOPMENT _J ISN d I�.d' a� p• II I / r I t t F.F.E.= 24.50 I I / I I .° y. L � / jai. , . .. d / I' 4 . 'l. d I I :' Install 31 L.F. 1 / L 6' PVC (� 1.00% •° Install C.O. ® I.E.= 21.22 9 / Install C.O. d, 777 ® I.E.= 21.33 Install 18 L.F. 6" PVC @ 1.00% -14Install I Plug ropeter. as ' ' Prop..EleG.. M ; . Al9ter ' .JA t /C : T 00"1rop. a� srop. Elec. E n Stormwater Pond Set 1/2" .; Rebar I . 1k Fd. 1/2" Rebar / G,• A*�1 V d 076e y°.. .: ,.d:• f et" j,4 1 2 • _ ReKar d. �. . • :•, ..ted Install 141 L.F. 2 y P.V.C. Water Line CO y. .W N N�h N 2 Set 1%2" Rebar r k rk L° N/ 0 N 1 q I Cj 1 10'x35' Electric Easement a t00 O.R. Book 240, Page 421 o I o I m II N I Lot "C" I0 1 Block 252 f0 I W 1 m �I I 0I �I I 0I i I Lot "D" Block 252 01 I II I 01 U �I I o N.89°47'22"E. 155.23- Buried Gas i N.89°54'49"E. 155.23' D Marker Sign 7' Brick Wall Wood Frame m Portable Building I 0 Centerline Asphalt Pavement 7Z cn p 1 Ex. 8" C.I. Force Main / Metal Guard Rail -OE-OE SSCrn EOEOE-OEOb OE- Set 1/2" Rebar / 15' Electric Easement 0 O.R. Book 240, Page 421 O II 34.7' Tall 4 Sin10. ci o ' 0 0 LO 5 Digitally sign d by 0) O� \ `IIII� OS A ,, � s Carlos A Soli N O (n J w Z 22 I DN: c=US, et �/2" Re or Cr)0 w .70 % o=Unaffiliat W Lim Q l .5!8 c ^IOn 04 O CD ou=A01410 O O W) Z Z Set 1/2" R bar 6C1 E95E135 Centerline Asphalt Pavement 7Z cn p 1 Ex. 8" C.I. Force Main / Metal Guard Rail -OE-OE SSCrn EOEOE-OEOb OE- Set 1/2" Rebar / 15' Electric Easement 0 O.R. Book 240, Page 421 O II 34.7' Tall 4 Sin10. ci o ' 0 0 LO 5 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. NOTES: 1. All construction shall meet the OKEECHOBEE UTILITY AUTHORITY "MANUAL OF STANDARDS," 2015 EDITION as applicable. 2. A OKEECHOBEE UTILITY AUTHORITY representative is to be present during connections to existing facilities with 72 hour notification. 3. All utilities within the property lines will be owned and maintained by the property owner 4. Any utilities (pipes, valves, and associated hardware) to be conveyed to the OKEECHOBEE UTILITY AUTHORITY will be located within an existing public utility easement, right-of-way (ROW) and/or a dedicated utility easement 5. Low pressure air test, and video inspection are required for the gravity collection system) - Water systems are tested to a minimum of 150psi for two-hour duration as per AWWA C 600 standards. 6. Install 10 -gauge tracer wire on all main pipelines. Wire to extend into each valve box with sufficient excess to bring wire three feet above finish grade. 7. A Reduced Pressure Zone (RPZ), Backflow Prevention Assembly (BFP) is required. 8. All utilities shown were obtained from best information available. Contractor shall verify utilities and points of connection to confirm location, size and elevations prior to any utility work performed. 9. Water tapping saddles to be double strap brass or ductile iron or epoxy coated steel with stainless steel hardware. 10. Manhole frames & covers, and CO caps are to be water tight, if needed existing manhole tops are to be adjusted to proposed grade. 11. The OKEECHOBEE UTILITY AUTHORITY shall own and maintain all water service lines up to the meters. 12. All sewer force main lines and gravity service lines accepted must be at least four inches (4") in diameter and eight inches (8"), respectively, except Lateral Sewer service lines which shall be no less than six inches (6") in diameter. 13. All connections will be made as hot taps. Any exceptions to this will require approval from the OKEECHOBEE UTILITY AUTHORITY. All hot tap connections shall be performed by a licensed, underground contractor, with advance notification (72 Hours) to the OKEECHOBEE UTILITY AUTHORITY utility Inspector. 14. Backflow prevention devices shall be privately owned and maintained. BFPDs should be located outside of any city of Okeechobee Utility easement or ROW/public easement. It is the sole responsibility of the property owner to maintain the device and provide annual testing certifications to the OKEECHOBEE UTILITY AUTHORITY. GENERAL UTILITY NOTES: 1. REFER TO ARCH./MECH. PLANS FOR UTILITY CONNECTIONS TO BUILDING. 2. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED PUBLIC AGENCIES AND UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION, INCLUDING "SUNSHINE" AT 1-800-432-4770. A. ONE OR MORE OF THE FOLLOWING CERTIFICATES/SHOP DRAWINGS, DEPENDING ON THE TYPE OF CONNECTIONS, WILL BE REQUIRED. THIS SHOULD BE REVIEWED WITH THE DESIGN DIVISION PRIOR TO APPROVAL FOR CONSTRUCTION. B. PVC CERTIFICATE OF MANUFACTURE. C. MANHOLE SHOP DRAWINGS AND STRENGTH REPORT. D. FRAME AND COVER SHOP DRAWINGS. E. FLEXIBLE COUPLING SHOP DRAWINGS. F. VALVE SHOP DRAWING. 3. PIPE BURY DEPTH SHOULD BE 3' MINIMUM. 4. CONTRACTOR TO ADJUST EXISTING UTILITIES FOR SIDEWALK/DRIVEWAY CONSTRUCTION. 5. REFER TO PGD PLAN SHEET C-5 FOR EXISITNG/PROPOSED STORM STRUCTURE ELEVATIONS AND INVERTS. 6. ALL NON-METALLIC PIPE WILL BE INSTALLED WITH 2 PAIR, 10 GAUGE, COPPER TRACER WIRE. 7. ALL SANITARY SEWER C.O. & COVERS SHALL HAVE THE LETTERING "SAN". 8. ALL UTILITY SYSTEM -DESIGN MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE OKEECHOBEE UTILITY AUTHORITY "MANUAL OF STANDARDS," 2015 EDITION. 9. OKEECHOBEE UTILITY AUTHORITY SHALL NOT OWN OR MAINTAIN ON-SITE WATER LINES, SEWER LINES, OR FACILITIES, UNLESS OTHERWISE APPROVED. WATER NOTES: 1. ALL ONSITE DOMESTIC WATER PIPING SHALL BE HDPE DR -09 OR PVC SCH-40. SEWER NOTESi 1. ALL SEWER PIPE MATERIAL AND INSTALLATIONS ARE TO BE IN ACCORDANCE WITH OKEECHOBEE UTILITY AUTHORITY STANDARDS. GRAVITY SEWER PIPE IS TO BE PVC SDR -26, ASTM D-3034 AND ASTM D-3212. This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. Digitally sign d by 6 Z D_ \ `IIII� OS A ,, � s Carlos A Soli (n J w Z \_\CENSE' ..Z DN: c=US, Cr)0 w No.42758 o=Unaffiliat , Q Q CO Z tr) * * * = ou=A01410 000001 0U-) " N _ ' STATE OF 6C1 E95E135 00022 CO 0 CO w � O o�ORIDP.•' GN�; AE, cn=Carlos A Solis J Q O S/0NA`1_' `: Date: 2019.12. 11 o 12:23:20 -0500' 0 J L.� GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. NOTES: 1. All construction shall meet the OKEECHOBEE UTILITY AUTHORITY "MANUAL OF STANDARDS," 2015 EDITION as applicable. 2. A OKEECHOBEE UTILITY AUTHORITY representative is to be present during connections to existing facilities with 72 hour notification. 3. All utilities within the property lines will be owned and maintained by the property owner 4. Any utilities (pipes, valves, and associated hardware) to be conveyed to the OKEECHOBEE UTILITY AUTHORITY will be located within an existing public utility easement, right-of-way (ROW) and/or a dedicated utility easement 5. Low pressure air test, and video inspection are required for the gravity collection system) - Water systems are tested to a minimum of 150psi for two-hour duration as per AWWA C 600 standards. 6. Install 10 -gauge tracer wire on all main pipelines. Wire to extend into each valve box with sufficient excess to bring wire three feet above finish grade. 7. A Reduced Pressure Zone (RPZ), Backflow Prevention Assembly (BFP) is required. 8. All utilities shown were obtained from best information available. Contractor shall verify utilities and points of connection to confirm location, size and elevations prior to any utility work performed. 9. Water tapping saddles to be double strap brass or ductile iron or epoxy coated steel with stainless steel hardware. 10. Manhole frames & covers, and CO caps are to be water tight, if needed existing manhole tops are to be adjusted to proposed grade. 11. The OKEECHOBEE UTILITY AUTHORITY shall own and maintain all water service lines up to the meters. 12. All sewer force main lines and gravity service lines accepted must be at least four inches (4") in diameter and eight inches (8"), respectively, except Lateral Sewer service lines which shall be no less than six inches (6") in diameter. 13. All connections will be made as hot taps. Any exceptions to this will require approval from the OKEECHOBEE UTILITY AUTHORITY. All hot tap connections shall be performed by a licensed, underground contractor, with advance notification (72 Hours) to the OKEECHOBEE UTILITY AUTHORITY utility Inspector. 14. Backflow prevention devices shall be privately owned and maintained. BFPDs should be located outside of any city of Okeechobee Utility easement or ROW/public easement. It is the sole responsibility of the property owner to maintain the device and provide annual testing certifications to the OKEECHOBEE UTILITY AUTHORITY. GENERAL UTILITY NOTES: 1. REFER TO ARCH./MECH. PLANS FOR UTILITY CONNECTIONS TO BUILDING. 2. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED PUBLIC AGENCIES AND UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION, INCLUDING "SUNSHINE" AT 1-800-432-4770. A. ONE OR MORE OF THE FOLLOWING CERTIFICATES/SHOP DRAWINGS, DEPENDING ON THE TYPE OF CONNECTIONS, WILL BE REQUIRED. THIS SHOULD BE REVIEWED WITH THE DESIGN DIVISION PRIOR TO APPROVAL FOR CONSTRUCTION. B. PVC CERTIFICATE OF MANUFACTURE. C. MANHOLE SHOP DRAWINGS AND STRENGTH REPORT. D. FRAME AND COVER SHOP DRAWINGS. E. FLEXIBLE COUPLING SHOP DRAWINGS. F. VALVE SHOP DRAWING. 3. PIPE BURY DEPTH SHOULD BE 3' MINIMUM. 4. CONTRACTOR TO ADJUST EXISTING UTILITIES FOR SIDEWALK/DRIVEWAY CONSTRUCTION. 5. REFER TO PGD PLAN SHEET C-5 FOR EXISITNG/PROPOSED STORM STRUCTURE ELEVATIONS AND INVERTS. 6. ALL NON-METALLIC PIPE WILL BE INSTALLED WITH 2 PAIR, 10 GAUGE, COPPER TRACER WIRE. 7. ALL SANITARY SEWER C.O. & COVERS SHALL HAVE THE LETTERING "SAN". 8. ALL UTILITY SYSTEM -DESIGN MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE OKEECHOBEE UTILITY AUTHORITY "MANUAL OF STANDARDS," 2015 EDITION. 9. OKEECHOBEE UTILITY AUTHORITY SHALL NOT OWN OR MAINTAIN ON-SITE WATER LINES, SEWER LINES, OR FACILITIES, UNLESS OTHERWISE APPROVED. WATER NOTES: 1. ALL ONSITE DOMESTIC WATER PIPING SHALL BE HDPE DR -09 OR PVC SCH-40. SEWER NOTESi 1. ALL SEWER PIPE MATERIAL AND INSTALLATIONS ARE TO BE IN ACCORDANCE WITH OKEECHOBEE UTILITY AUTHORITY STANDARDS. GRAVITY SEWER PIPE IS TO BE PVC SDR -26, ASTM D-3034 AND ASTM D-3212. This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. 6 Z ORDER CONFIRMATION UNIT igitally signed w Z NEW 4" CONC. WALK W/ byCarlos A Solis O FACE OF ASPHALT PAVING &BASE 6X6 W1.4XW1.4 WWF LIGHT BROOM FINISH `,.��QS .. So.,,, P F .� N: c=US, Unaffiliated, < Q Z J 00 CURB TYP (SEE SOIL REPORT) VxGENq, = c,. :'s =i Z r- * OJ _ _ — TOOLED EDGES TOOLED EDGES = a �= 0 16C1 E95E135 w U- CONC. APRON WITH 6x6xW2.9xW2.9 ��Q •. STATE OF !4U /��SS�ONALE?G\�\ 0 OCarAlos Q 0-1 W.W.F. (SEE PLOT PLAN) � 11110 A Soli a ate: 2019.12.11 N #5 CONT. ° 1 :23:48 -05'00' o Ln v_ G .d .. d .. . •I Q X a X ° XEl I 1E]U1 Ed I IE� Ell I lEd I El I IE� U W Cfl'. LLJ i� v v C LEARAN SIGN BA d oo� 4 4 foo ®�, ° __- a9 Q a _III—III, I Ip dz�l .. OPT. PREVIEW BOARD =1—Ipl �II IIpI NOTE: 20' MENU BOARD oII-III b�EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE 0 ALLOW FOR 02" 9" 12" COMPACTED SUBGRADE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT O -5 ROTATION OF MIN. 98% 40 O.C. MAXIMUM. (f) I� UNIT (SHOWN.) NOTE THAT DIMENSIONS EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL TYP . OF PREVIEW BE SET 1/8" BELOW TOP OF WALK. (fl LL_ O OARD ALSO) ARE CRITICAL. SCORE MARK (1" DEPTH) SHALL BE 5' (MAX.) O.C. Q 00 C I O x LLJ N O z Q O CD 00 0 U a- m 0 MENU BOARD CONCRETE APRON IDUMPSTER PAD) CONCRETE WALK U 4,000 PSI (MIN.) CONCRETE (3,500 PSI (MIN)) ■ 6 J J 4 1 2 ASPHALT PAVEMENT 1. GENERAL ■� Z 2'-6" 2'-9" //(IF APPLICABLE) Q O 0 RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED ° X. ° aSUBGRADE. PORTLAND CEMENT CONCRETE PAVING ON A PREPARED THE UTILITIES AND OTHER ITEMS IN AND BENEATH CD Qd d oOp�Qod ° THE STREET MUST BE PROPERLY COORDINATED WITH THE CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. Q O O THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF JLO 2 O (BASE) ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND C� O CD — 3 INCIDENTAL NECESSARY FOR THE PROPOSED RIGID = N C I — PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE O J �, o O° APPROVED DRAWINGS AND SPECIFICATION. LL- o (SUB BASE) 2. CONCRETE STRENGTH REQUIRED: Z o 14 W o? ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE > ~ 1. 6" - 4000 PSI CONCRETE W/ 6X6 W2.9 WWF REINFORCEMENT. STRENGTH OF 4,000 (PCI) PSI AT 28 DAYS. CONFORMANCE M O D Q CO 2. 6" WELL GRADED CLEAN SAND, HAVING 5% OR LESS / TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY W ~ ,z s 12 SOLID WHITE 3" 2" 1" PASSING THE NO. 200 SIEVE. ALTERNATELY, A GEOTECHNICAL ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND 4.8.3. 2 TRAFFIC PAINT 12" 12" ��~ FABRIC SUCH AS MIRAFI 140N, OR EQUAL, MAY BE USED BELOW SINGLE BLUE :' = s STRIPE J;. = TYPICAL ( ) ALL CONTROL JOINTS IN LIEU OF THE SAND. 3. CONTRACTION/CONTROL JOINTS � M 3. 12" SUBBASE COMPACTED TO A MINIMUM DENSITY OF m 3x-6" WHITE CHEVRONS EQUALLY SPACED 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY CONTRACTOR SHALL PLACE CONTROL JOINTS (SAWCUT OR TOOLED , 6 6 (ASTM D-1557). DENSITY TESTS SHALL BE PERFORMED EVERY 5,000 S.F. WITHIN 24 HOURS OF POUR (12 HOURS IN HOT WEATHER).Lj CD 4. 1/4 PREMOLDED ASPHALT EXPANSION JOINT STRIP. SET 1/2 SPACE NO FUTHER THAN 15 FEET APART, 1 4 DEPTH OF SLAB. / o BELOW PAVEMENT TOP Q 40'-0" O.C. MAXIMUM. 1'-0" INTERNATIONAL SYMBOL Z 3 1/8"OF ACCESS (SEE NOTE 5) O o � BLUE BACKGROUND 5/8 1" — d DISP&EDP�ERI ARKBYPORTLAND HgATDRS T See detail below CEMENT BEFlNEDV50.W Ld PAVEMENT MARKINGS CONCRETE PAVEMENT CONCRETE PAVEMENT LI PARKING BY 1 1 /4" 3/8" HOLES DISABLED PERMIT ONLY WITH HOLES DRILLED ON 1" CENTERS VIOLATORS WILL FULL LENGTH IN METAL POST. (MOUNT WITH 5/16" x 2 1/4" BOLTS, TOP BE FINED 1101,00 METAL POST AND BOTTOM OF SIGN) WT. OF BLANK POST SHALL BE 2-2 1/2"#/FT. METAL POST (ASTM A-499 GRADE 60 STEEL WITH ASTM A-123 FINISH) O Z N o REFLECTIVE SILVER BACKGROUND N WITH BLACK VINYL LETTERING 00 2 1/8" Face of curb or o edge of pavement 0 1/s 1/4 CONCRETE FOOTING 6 DIA. STD. PIPE FILL W/ ,\rl '' NOTES: cLEaxaivcE 9.�., CONC. TO APPROX. WT. Lp W Q) 1 . METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. La D' 4X4 ALUMINUM Q CROWN CONC. OF 150 LBS. O , �� 7/8' DIA. HOLE O J O 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE SQUARE TUBE = z CORRUGATED FACE PAINT: TRAFFIC YELLOW ,� a Z LL A MINIMUM COMPRESSIVE STRENGTH OF 3,000 p.s.i. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE w CD PANELS WITH BLACK RED REFLECTIVE VINYL FIN. GRADE OR TOP OF SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM j = POLYURETHANE SATIN PAVEMENT. o ' W Z W BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES B) o' Lj z FINISH U — _ _ _ _ I—III—III III—III—I ' �� 0 IO of I — 2" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC 3' to 5' square z Q w— Q 0_ I—I I . I ° I I=1 —I III— P I I—III 4�� J ♦�WRR a V CONTROL DEVICES. LJ O ° . -111—I I I I= 17 J 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR MANDATORY 5/16" z J 0 w o FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, � [if White on Blue Background INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, COLOR #15180).O FINISH GRADE _ I ° I m W 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB. (SIGN FOR THE PHYSICALLY DISABLED) w � Ld FINISH GRADE 6" CURB FINISH GRADE 3:> m CONC. FOOTING I I . �. Q J D/T E J LAN `� ° . I 18"-3/4" STEEL N CIOW Front Elevation O Side Elevation I a l ° ROD m ° d NOTE: BOLLARDS TO MEET NOTE: 1/4" CITY OF TAMPA CONCRETE SHALL BE 3,500 PSI 28 DAY STRENGTH SCALE:DATE: NOTE: 18" STANDARDS. "SWING AWAY BAR" SIGN STRUCTURAL FOUNDATION AS REQUIRED X. DIA. NTS 11.1.19 f BY SITE CONDITIONS. DESIGN IS THE CAD FILE: Top View RESPONSIBILITY OF THE SUBCONTRACTOR. C07—DYES JOB NUMBER: DISABLED PARKING/MARKING DETAILS CLEARANCE BAR BOLLARD CONCRETE WHEELSTOP BK #13193 SHEET C07 This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. 5515:,yStS :Sy',:S:S ...SSS... 7�7" Detectable warnings Sldewaik - r -D- Darer_raale warnings C)Pr7CJN A t9 � r� Derecrabre Warnings OPTION A r -O' Det ectaMe warnings -[.0 "L- -{ n r I i � � � HALF SECTION CAST IRON GRATES OPTION A- ��s° gd++• rSVMErR1C �fEw TYPE H (4 -GRATE INLET) � 4.a LaudingJA II I Sidewalk r� Detectable Warnings Deterrabre Warnings 2 End -Bearing Se End-ar)ng k OPTION 8 OATlON 8 Sand polio 'rI .yl T lsoMETMre view lstaMETRre vrEw TYPE C TYPE D TYPE E TYPE H (2 -GRATE INLET) I I �' I Straight Bars T x 5r Stra,ght End -Bearing Bars 2' x V sanding Sars 2' x W TYPE H (4 -GRATE INLET) r-!T Detectable warningsk Fein- z-0' 'CdSidewalkOPTION8Sidewalk 6�1• Min. Bands 2' x 1W Reticuline Bars IW x #Id Reticuline Bars 1W A+W Approx, Weight 104 lbs. Approx- Weeghr 790 Lbs. Approx, Weight 215 Lbs, LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS For dela is depicting usage adjacent STEEL GRATES Approx. Total Weigh[ 388 Lbs. Curb lSOMETRlCVIL-NI9-0"MFn-Sidewalk to flexible pavement, see Sheet 7. TYPE A GENERAL NOTES oi'4 C nandraversable siots. Subject to the sriectlon described above, when Atrernare a sodding to be used on aH inlets not located M paved arses and paid for under medians and other areas subject to Iafreauenl traffic loodiegs but are no[ to be G grate Is SpOCrfled fn the piaAS, either the Sleef grate, hot dip gaiyani;@d after Sidewalk Cwbsidawsib curbSidewalk rifin6�r Curb areas subject to occas;onal pedesWaA traffic such as Iandsceped areas and Pavement Relief (If Needed) , pavement areas where pedestrians can walk around the inlet. MIn. 4-0' NIR. Landing Ramp � Rsmp Hemp PLAN VIEW PLAN YfEYV PLAN V1ElN PLAN VIEW CR -D CCR CR -F CR -G Type H- slots may be constructed or eltner or batt, ends as Sbown on plans. rraversabfe slots shall not be used in areas subject to occasional bicycle traffic, 6. concrete Inlet paYeme!!t ro ed used ort tellers Without slots and inlets with non-t--sahie slots only when called for in rhe peons; bat required - aur traversable s)vt inlets. Cost to be included in contract unit price for meats. SIDEWRLK CURB RAMPS CR -D, GR -E, CR -F & CR -G LAST REvts1DN $ DescRrpriON: FY 2019-20 7NDEx sxFxr ISOMETRIC VIEW w STANDARD PLANS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS a 522-002 4 Of 8 2W rJ^ n CAST tRON GRATE 14DT T •x' PERMfTTED BN 1N;ET TYAl; D T 21V I 'Ti" rC of Grace 9 I s �. -[.0 "L- -{ n r I i � � � HALF SECTION CAST IRON GRATES s� slum 4,-, aQ- I r -- � �pa 7 a1 TYPE E TYPE H (3 -GRATE INLET) TYPE H (4 -GRATE INLET) S� Land;ng ti 4.a LaudingJA II I R CAST IRON GRATES 0' Clearance Oxer Rivets 9-"a ? TO Equal 5pace5 7-I r-13!! r-t'-2'-1'Ye- 1s Equal spaces 15 Equal Spaces 71 straight Bars I-II 11 Straight Bars 14 straight Bars ITYRI � -''•I 6dy P 2 End -Bearing Se End-ar)ng k r e �b Band Band ryry ryN� Sand polio 'rI .yl T i �J YP+ W Clearance TYPE C TYPE D TYPE E TYPE H (2 -GRATE INLET) I I �' I Straight Bars T x 5r Stra,ght End -Bearing Bars 2' x V sanding Sars 2' x W TYPE H (4 -GRATE INLET) RetiruUm Bars flit x Ptd' Reticulins Bars t ftf' x '%0 ReticulMe Bars IW x 13V Straight Bearing Bars 7 x Yr Aaorbs. Total Weight 310 Lbs, Straight End -Bearing Bars 2" e W Sands T ,e44- Bands 2" x W Bands 2' x 1W Reticuline Bars IW x #Id Reticuline Bars 1W A+W Approx, Weight 104 lbs. Approx- Weeghr 790 Lbs. Approx, Weight 215 Lbs, LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS For dela is depicting usage adjacent STEEL GRATES Approx. Total Weigh[ 388 Lbs. NOTE: Steel Grates Are Required On Inlets With Traversable Souls And On Inietg where Bicycle Traffic is Anticipated. f5aa CR -F, CA -G 6 CA -K Respectively For Datactabie Warning Deta;lsyDptions) to flexible pavement, see Sheet 7. TYPE A GENERAL NOTES oi'4 C nandraversable siots. Subject to the sriectlon described above, when Atrernare a sodding to be used on aH inlets not located M paved arses and paid for under medians and other areas subject to Iafreauenl traffic loodiegs but are no[ to be G grate Is SpOCrfled fn the piaAS, either the Sleef grate, hot dip gaiyani;@d after Transition Slope 1:12 _ placed is areas subject to any heavy wheel foods. These inlets may be placed In rabrfcatian, or the cast iron grate may be used, unless the pians stipulate the HORIZONTAL WALL REINFORCING areas subject to occas;onal pedesWaA traffic such as Iandsceped areas and Pavement Relief (If Needed) For SapAieAWnta" details See ffdeX 425-001. pavement areas where pedestrians can walk around the inlet. 4- Recommended maximum pipe sizes shown are for concrete ploe- Size for other 70. All reinforcing ;s Grade 60 bars with 2' rein. rover ingess otherwise noted. (See Section C -C) types of pipe must be checked tar fit. Bars to be cut w ben[ roc IW clearance around pipe opening. PraWde ane debris is a problem Inlets shvu7d be conarructed with slurs. slatted inlets O U Transition slope 1:57 located within roadwayclear zones onto areas subject to pedesrrlans shall have 5. Ail axposed eages and corners shsil be V rhamfw or tooled to W radius. (Short Gars) traversable stars. The tr"orsabie scot modification is not adaptable to inlet !'-6- i' -1P T -T IO" t' -I Siape ry Type H- slots may be constructed or eltner or batt, ends as Sbown on plans. rraversabfe slots shall not be used in areas subject to occasional bicycle traffic, 6. concrete Inlet paYeme!!t ro ed used ort tellers Without slots and inlets with non-t--sahie slots only when called for in rhe peons; bat required - aur traversable s)vt inlets. Cost to be included in contract unit price for meats. varies (1'-" MaX-) Ouantirles shown are for InFo rnatiup only- Prvlprmad Joins Filtsr Steel grates are to be used on all infers with traversable slots. Either cast Iran or stool graces may be used on inlets without slots where b;ryela traffic Is nal 7. Traversable slats ronstrurted in @resting Inters shat) be paid for as inlets partial- For comeersfan work and method of payment see 'TRAVERSABLE SLOT ISOMETRIC VIEW 2 anticipated. Either casr iron or steel graces may be used an all infers with INLETS rPARFIALI FOR EXISTING INLETS. LAST REVISION 17.101117 fea-C Shmvn, other S+m!farl FY 201$-19 STANDARD PLAN$ 4i 7427EX 052 SHEET 3 of 7 Varles f1'-6- Max-) Pavement RC71C �� tf• s)n• 1nit,ar Surface or Pavement Romp Or Landing s - -- r Mar. 1 F -D' Bwrrraale warnings f S0' petertaole Warnings O.OS Final Surface of Pavement Relief LLP Of Curb OPTION A OPTION B MOTE: Remove Elevated Pavement Sy Spading And Rclting. Smooth Milting, or Grinding. DROP CURE SECTION C -C Stannard Shoulder Line 7a 9 PAVEMENT RELIEF DETAILS DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS Earth Berm 1• 6' r Shoulder Pweman[ Cvnc. Pa+r- R I L 1 - W Exp, Joint And a CURB RAMPS WITHOUT SIDEWALKS AND FLUSH SHOULDER SIDEWALKS F � Preformed Join Filler LAST REVISION REVISION DESCRIPTION: 4 F-1^ FY 2019-20 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS INDEX 5r+'fr=T note- For use adJa1" to concrete or NexlMe pavement. concrete STANDARD PLANS shown. Expansion Jvinr, preformed Joint filler and Joint sear are 522-002 sof 8 2W rJ^ n CAST tRON GRATE 14DT T •x' PERMfTTED BN 1N;ET TYAl; D T 21V I 'Ti" rC of Grace 9 D�D��U X1-111 �. -[.0 "L- -{ n r I i � � � HALF SECTION CAST IRON GRATES ori'I nr h+ � �--13� VI h Bim- ry , -TYPE C TYPE E TYPE H (3 -GRATE INLET) TYPE H (4 -GRATE INLET) rox. AppWeight 735 1.0 . Approx. Weight 465 Lbs. Approx- Weight 725 LOS. Approx. Wright 967 Lbs. R CAST IRON GRATES 0' Clearance Oxer Rivets 9-"a ? TO Equal 5pace5 7-I r-13!! r-t'-2'-1'Ye- 1s Equal spaces 15 Equal Spaces 71 straight Bars I-II 11 Straight Bars 14 straight Bars ITYRI � -''•I 6dy P 2 End -Bearing Se End-ar)ng k r e �b Band Band ryry ryN� Sand polio 'rI .yl T TBand Band YP+ W Clearance TYPE C TYPE D TYPE E TYPE H (2 -GRATE INLET) Over Rivers (yp-) Straight Bars 2'x W Straight Bars 2' x Yr" Straight Bars T x 5r Stra,ght End -Bearing Bars 2' x V sanding Sars 2' x W TYPE H (4 -GRATE INLET) RetiruUm Bars flit x Ptd' Reticulins Bars t ftf' x '%0 ReticulMe Bars IW x 13V Straight Bearing Bars 7 x Yr Aaorbs. Total Weight 310 Lbs, Straight End -Bearing Bars 2" e W Sands T ,e44- Bands 2" x W Bands 2' x 1W Reticuline Bars IW x #Id Reticuline Bars 1W A+W Approx, Weight 104 lbs. Approx- Weeghr 790 Lbs. Approx, Weight 215 Lbs, Banding EMS P a Yid For dela is depicting usage adjacent STEEL GRATES Approx. Total Weigh[ 388 Lbs. NOTE: Steel Grates Are Required On Inlets With Traversable Souls And On Inietg where Bicycle Traffic is Anticipated. 6 Ia 3 ¢ ' to flexible pavement, see Sheet 7. TYPE A GENERAL NOTES oi'4 I- These in[ets are sucawe Tor bicycle traffic and are to he used in ditches, nandraversable siots. Subject to the sriectlon described above, when Atrernare a sodding to be used on aH inlets not located M paved arses and paid for under medians and other areas subject to Iafreauenl traffic loodiegs but are no[ to be G grate Is SpOCrfled fn the piaAS, either the Sleef grate, hot dip gaiyani;@d after contract anft prfcc for performance Turf, sy- placed is areas subject to any heavy wheel foods. These inlets may be placed In rabrfcatian, or the cast iron grate may be used, unless the pians stipulate the HORIZONTAL WALL REINFORCING areas subject to occas;onal pedesWaA traffic such as Iandsceped areas and par titular type- 9. For SapAieAWnta" details See ffdeX 425-001. pavement areas where pedestrians can walk around the inlet. 4- Recommended maximum pipe sizes shown are for concrete ploe- Size for other 70. All reinforcing ;s Grade 60 bars with 2' rein. rover ingess otherwise noted. 2. Inlets subject to min;mai debris should be constructed without slots Where types of pipe must be checked tar fit. Bars to be cut w ben[ roc IW clearance around pipe opening. PraWde ane debris is a problem Inlets shvu7d be conarructed with slurs. slatted inlets O U additional 04 bar above and at each side @I pipe opening. located within roadwayclear zones onto areas subject to pedesrrlans shall have 5. Ail axposed eages and corners shsil be V rhamfw or tooled to W radius. (Short Gars) traversable stars. The tr"orsabie scot modification is not adaptable to inlet !'-6- i' -1P T -T IO" t' -I Siape ry Type H- slots may be constructed or eltner or batt, ends as Sbown on plans. rraversabfe slots shall not be used in areas subject to occasional bicycle traffic, 6. concrete Inlet paYeme!!t ro ed used ort tellers Without slots and inlets with non-t--sahie slots only when called for in rhe peons; bat required - aur traversable s)vt inlets. Cost to be included in contract unit price for meats. 3- Steer grates are to be used on all Inlets where hicycie traffic Is "Iclpmed. Ouantirles shown are for InFo rnatiup only- Prvlprmad Joins Filtsr Steel grates are to be used on all infers with traversable slots. Either cast Iran or stool graces may be used on inlets without slots where b;ryela traffic Is nal 7. Traversable slats ronstrurted in @resting Inters shat) be paid for as inlets partial- For comeersfan work and method of payment see 'TRAVERSABLE SLOT 2 anticipated. Either casr iron or steel graces may be used an all infers with INLETS rPARFIALI FOR EXISTING INLETS. LAST REVISION 17.101117 � DESCRIPTION: FY 201$-19 STANDARD PLAN$ DIITCH BOTTOM INLET TYPES C, D, E AND H 7427EX 052 SHEET 3 of 7 Equal to Sidewalk Width (6' Max.) WIDTH, SEE NOTE #5 v p v a r ! v a e v dv o a v ry v ° % ry v ° v a e e v v / a av v o vv e v a v a ° av v ea a v a °° a s v °a a vas o v v v v v 48' (typ) - 50' max. BROOM FINISH TYPICAL SIDEWALK PLAN N.T.S. X1/5 SLAB THICKNESS ° v V CONCRETE WALK ° e SLOPE: 0.5% MIN. ° 2.0% MAX. 1:50 MAX f� v o as o v vv o v sv �° STRUCK JOINT DETAIL _ COMPACT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. TYPICAL SIDEWALK DETAIL 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG ABUTTING CURB. N.T.S. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 4" BITUMINOUS EXPANSION STRIP, AS SHOWN. 5. SIDEWALKS TO BE 5' WIDE INSIDE DEVELOPMENT AND WITHIN COUNTY ROW UNLESS OTHERWISE NOTED. WIDTH SHALL NOT BE LESS THAN 5'. JOINT EXPANSION JOINT BROOM FINISH ° v v v a ° 1/2" BITUMINOUS STRIP EXPANSION JOINT DETAIL CONCRETE SIDEWALK CONSTRUCTION SIaJOFfset [oralivn PLAN ' C -1-p 5W C -I -P ' Precast r•��y iii' Pracas[ k 3 cl. Eyebo,t p-, sea Index 475-001 x J'4 Bars 3 i tr' Ctrs, �m 0. s'4 Bars G q ® 12' CtrS. Future Curb And Gutter Cans[rurtiod � 2g R Or As Shown On Plans ",44' b� 49 M1 yd R 9- 1 $ 4 b' 1� Same Slope As g- p Adjacent Pavement R 9-5" C -1-P SCHEDULES {TABLE 1) � h 17+ `�� C r W Exp. later I�� �1� 6, p - Joint Seal h a DEPTH fin'Ifi.f @ARS WWF 0r I 16 - R 0.37 6dy P Recommended Maximum Pipe Size= k Z -O' wail - 78' Pipe Do X-1- Wall -24' PIPE (I B" where an IB- pipe 'rI .yl T enters a 2-0" Wail! yr q cf, Horiz. Wool Reinf. Valley Gurrer Curb And Gutter TYPEE W Exp. Joint And N I1/OIII7 PLAN ra Bars Preformed pine Filler Concrrie Pavement a W 1r Ctrs. = t For dela is depicting usage adjacent O Horiz, Well Ron/. 1'-70' I' -I 6 Ia 3 ¢ ' to flexible pavement, see Sheet 7. TYPE A f5ee Table 3y oi'4 y-� ^,P 4 � � 4 ti � � I 4• � � K- R �- Jp7nr Seal I?, sirs. 0 SECTION LL HORIZONTAL WALL REINFORCING 3 L (�0 SECTION AA 2-0 to 'yF q O U ■d Bars @ 10" Ctrs TYPE F (Short Gars) !'-6- i' -1P T -T IO" t' -I Siape ry I Colic. Pave. F^L if' Exp. Joint And T �e - Fit Brivcwar ' Prvlprmad Joins Filtsr TYPE 8 I Note: To be paid for as parent curb. -r SECTION BB DROP CURE Stannard Shoulder Line 7a 9 Earth Berm 1• 6' r Shoulder Pweman[ Cvnc. Pa+r- I L 1 - W Exp, Joint And ti F � Preformed Join Filler 4 e L " �' TYPE D note- For use adJa1" to concrete or NexlMe pavement. concrete SHOULDER GUTTER shown. Expansion Jvinr, preformed Joint filler and Joint sear are required between curbs end connote pavement only, see Sneer 2 - SECTION CC Truck Apron Surface Specified !n The Pians 4 CONCRETE CURB VALLEY GUTTER % T Clrru)ating I 4 Roadway pavement when used an high side of roadways, the crass Slope of the gutter shall % 1 WA C, x match the cross slope of the adjacent pavement. The thickness of the lip 6. X11 shat) be 6, unless Wharwise shown an pians. CA Rotate entire section so that gutter cross slope matches slope of adjacent 2'-� circulating roadway pavement. TRAFFIC BEARING SECTION FOR USE IN For use adjacent to Concrete w tiexible pavement- Far details depicting RDBNDAWLIT CENTRA[ ISLAND CONSTRUCTION usage adjacent to ffexlble pavement, see Sheat 2. Expansfan joint, preformed TYPE RA joint filler aid joint Sea, ere required between Curb & gutter and concrete Rpavement only, sea sheer Z. CONCRETE CURB AND GUTTER LAST REVISION C DESCRIPTION: w FY 2018-19 rvnfx CURB AND GLITTER SIFrr 1110TA7 v STANDARD PLANS ,52p 002 1 of 2 SIaJOFfset [oralivn PLAN ' C -1-p 5W C -I -P ' Precast r•��y iii' Pracas[ k 3 cl. Eyebo,t p-, sea Index 475-001 x J'4 Bars 3 i tr' Ctrs, �m 0. s'4 Bars G q ® 12' CtrS. 2"X2"X1/4" ANGLE A 36 STEEL 9-9' Cd -P 5-11 Precast 10 9" ¢-1" e- C -I -P y � fi" a 4'11" B- Preras[ b _ 2y" Sire Center Of SOK ti staJOlfse[ Location SECTION At2 HORIZONTAL WALL REINFORCING 9-5" C -1-P SCHEDULES {TABLE 1) A6 WALL MAX. SPZ11cr SCHEDULE 6- Y DEPTH fin'Ifi.f @ARS WWF 0r O -1S Al2 0.20 3iir Precast TYPE C R 0.37 6dy P Recommended Maximum Pipe Size= k Z -O' wail - 78' Pipe Do X-1- Wall -24' PIPE (I B" where an IB- pipe 'rI .yl T enters a 2-0" Wail! yr q cf, Horiz. Wool Reinf. L45T 2� DESCRIPTION: REV15ION N I1/OIII7 � a 2"X2"X1/4" ANGLE A 36 STEEL 9-9' Cd -P 5-11 Precast 10 9" ¢-1" e- C -I -P y � fi" a 4'11" B- Preras[ b _ 2y" Sire Center Of SOK ti staJOlfse[ Location r -r c -1-P 4'-m Pracesr I 6' i-0' 6' Precast h 74�r Tyr •. Center Gf Box Sro./Offset location PQ�SENsesO(i �. s No 42758 STATE OF OT�<s'..'OC GRID P. •' � G\� S�ONALIII E .• PLM At2 6'-0' Al2 0.20 Ir' 8- 9-5" C -1-P 8-10' A6 0211 B- 5' A6 5'-1' Precast 6- Y 5- C -1-P 0r 54;• C-1� 3iir Precast -1. 31j' precast 0.37 6dy P k -r Grata a �- Do I 'rI .yl T Eyebolt yr q cf, Horiz. Wool Reinf. see Index 4z5-0or g -ser' table 2) ++ 0< V I ra Bars O a W 1r Ctrs. = `(D LL O Horiz, Well Ron/. _ 3- Cf. LLI f5ee Table 3y oi'4 N Bars V 4 I?, sirs. 0 SECTION LL HORIZONTAL WALL REINFORCING 3 SCHEDULES (TABLE 2) r -r c -1-P 4'-m Pracesr I 6' i-0' 6' Precast h 74�r Tyr •. Center Gf Box Sro./Offset location PQ�SENsesO(i �. s No 42758 STATE OF OT�<s'..'OC GRID P. •' � G\� S�ONALIII E .• WA[!. SCHEDULE AREA MAX. SPACING DEPTH (IA.°/f t.1 BARS WWF At2 6'-0' Al2 0.20 Ir' 8- 4'-4" C -I -P 8-10' A6 0211 B- 5' A6 1P-23 A4 OTO 4" -r 6- Y 10.45 B5.5 0.24 5W 5' 0r r -r c -1-P 4'-m Pracesr I 6' i-0' 6' Precast h 74�r Tyr •. Center Gf Box Sro./Offset location PQ�SENsesO(i �. s No 42758 STATE OF OT�<s'..'OC GRID P. •' � G\� S�ONALIII E .• SECTION HORIZONTAL WALL REINFORCING SCHEDULES !TABLE 3J WALL MAX. SPAC[NG Dep SCHEfWLE un pita BARS WWF PLAN At2 0.20 4'-4" C -I -P &-7S A6 4'-0" Precast 6- Y 7-9-10 0r 0.24 5W Y 10'-tS 3'-)r Precasts 0.37 6dy P 3''Ir Precast tr Do I I O W Z 0 W - Eynbal[s ++ 0< V I so c Inde+ 425-001 O a J LL = `(D LL O Horiz, Well Ron/. _ 3- Cf. LLI f5ee Table 3y L: N O Z ILL r 0 X mz LL 04 Bars cp rr' Ctrs. 3 (�0 Q 0 (� q O U ■d Bars @ 10" Ctrs V 6 (Short Gars) SECTION HORIZONTAL WALL REINFORCING SCHEDULES !TABLE 3J WALL MAX. SPAC[NG Dep SCHEfWLE un pita BARS WWF 0',', At2 0.20 1T r &-7S A6 0.20 6- Y 7-9-10 65.3 0.24 5W Y 10'-tS C6.5 0.37 6dy P TYPE D TYPE E Reeomm@nd@d Naxiaeim Pipe 5120: Recommended WaYlmum pipe size: 3-7- Wau - 2C Pip@ 3-01 Wall - 241 Pip@ r -N Wal; - 36' Pips 9'-6- wall - 36" Pipe -F F_ FY 2018-I9 DITCH BOTTOM INLET TYPES C, D, E AND H _gn STANDARD PLANS rNDEx SNFEr 15-052 I of 7 o. a a A a .., 4 d:. O d 4 d O. \- 4" CLASS I CONCRETE 1. COMPACT UPPER 6" SUBGRADE TO 98% STANDARD PROCTOR 2. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS 3. CONTROL JOINTS @ 5' ON CENTER CONCRETE SIDEWALK DETAIL CONCRETE TO BE SCORED BY EDGING TOOL TO NOTE: SIMULATE CURBING ALL INLETS LOCATED WITHIN ry VEHICULAR USE AREAS SHALL u e BE EQUIPPED WITH GRATE SEATS e Q III III III III III 12" COMPACTED SUBGRADE -I r (98% MOD. PROCTOR) 3000 P.S.I. CONCRETE �� GRATE SEAT DETAIL N. A. 1/2"R. E/P co BASE C1 I Digitally signed L Carlos A Solis DN: c=US, o=Unaffiliated, *" ou=AO1410D000 cr=16CIE95EI3500( 2AE, cn=Carlos A Solis Date: 2019.12.11 112:24:14 -05'00' 0 6 W OR STRUCTURE- SAWED JOINT W/ J 1/4" BITUMINOUS SEAL OR PAVEMENT SEAL 1.75" PREMOLDED STRIP J a ( , n a, z C0 LL Do O W Z 0 W � 0< V I � _ O a J LL = `(D LL O V _ � LLI 00 L: N O Z ILL CIL O Q 0 X mz LL N �e (�0 Q 0 (� O U U�m� 6 BUILDING WALL OR STRUCTURE- SAWED JOINT W/ J 1/4" BITUMINOUS SEAL OR PAVEMENT SEAL 1.75" PREMOLDED STRIP J a ( , n a, z C0 LL Do W Z W D 0< Q � _ O a J LL = O O CO � V _ � J N L: N O Z ILL CIL O Q 00 W 0_ 0 �e (�0 M ,�^ V / 11- cn 6" 6" 6.. z 0 �n COMBO CURB &SIDEWALK DETAIL w 4.' , a 3/4" NON EXTRUDING-/ CONTROL JOINT PREMOLDED JOINT FILLER ISOLATION JOINT CONCRETE PAVEMENT JOINTS This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using aSHA-1 authentication code. Printed copies of this 1.5" ASPHALTIC CONCRETE (TYPE SP) 6"LIMEROCK BASE COURSE OR CRUSHED CONCRETE (LBR 100, GRADED PER F.D.O.T. STD. SPEC., SECTION 204) (COMPACTED TO 98% MODIFIED PROCTOR ASTM D-1557, AASHTO T-180) 12" COMPACTED SUBGRADE (COMPACTED TO 98% MODIFIED PROCTOR ASTM D-1557, AASHTO T-180) TYPICAL ASPHALT PAVEMENT SECTION document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. .� Ld Q 0 BUILDING WALL OR STRUCTURE- SAWED JOINT W/ CONC. BITUMINOUS 1/4" BITUMINOUS SEAL OR PAVEMENT SEAL 1.75" PREMOLDED STRIP LLJW a ( , 4.' , a 3/4" NON EXTRUDING-/ CONTROL JOINT PREMOLDED JOINT FILLER ISOLATION JOINT CONCRETE PAVEMENT JOINTS This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using aSHA-1 authentication code. Printed copies of this 1.5" ASPHALTIC CONCRETE (TYPE SP) 6"LIMEROCK BASE COURSE OR CRUSHED CONCRETE (LBR 100, GRADED PER F.D.O.T. STD. SPEC., SECTION 204) (COMPACTED TO 98% MODIFIED PROCTOR ASTM D-1557, AASHTO T-180) 12" COMPACTED SUBGRADE (COMPACTED TO 98% MODIFIED PROCTOR ASTM D-1557, AASHTO T-180) TYPICAL ASPHALT PAVEMENT SECTION document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. .� Ld Q 0 SCALE: DATE: NTS 11.1.19 CAD FILE: C08-DTLS JOB NUMBER: BK #6400 SHEET 08 0~p O LLJW ( O J a C0 LL W Z W D a W O0 � _ OC a 0 > W W V BZW V V LU m(00 0 �e SCALE: DATE: NTS 11.1.19 CAD FILE: C08-DTLS JOB NUMBER: BK #6400 SHEET 08 O z Digital y signed w by Carlos A Solis J DN: c= S, o w U) J :)=Unaffiliated, z 00 oU=A 1410D000 a F, N 016C E95E135 o w 0002 AE, n=Ca los A Solis Q Date: 019.12.11 0 12:24:z.5 -05'00' W 1__L �POUR V J O qzvzmmv- �O V J LL 0 • Q0 Q 0000 LLJ Ld C0 __j Z m 1 (� Q O _O o U�m°�° U ■ V J J n z Ill Q O Q � 0< CO J=o,,�r7 LL O J >U'�,1� z r7 0 ILL, - - m w Q V / z Oz O V I ~_ \ m O Ww N Z 0 O W NLu 0 O J H J W z W D �aW J am cc O W W = V VzW W m�0 SCALE: DATE: NTS 11.1.19 CAD FILE: C09—DTLS JOB NUMBER: BK #6400 SHEET 09 This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be Verified on any electronic copies. ISOLATION VALVE Wf VALVE 667C 2'Y2'>ra• CONCRETE PPA AND METER BY DI{EECH06EE ! a" KIN, mDlwouAL pS A UTILITY AUTHORITY TYPICAL ALL ? ; 8"x6" P.V.C. HOUSE CONNECTION L\GENS is SERVICES C � i TEE -WYE CLEAN -our NTH INVERTED � VP.• �� U � PLUG FLUSH H7TH CONCRETE I FIRE HYpRANT USE ANCHOR I � No. 42758 - o 3J4 "SERVICE LINE 24" ALL ENDS ro BE ! Pw(5TpE STOPPERS D COUPLING I COUPLING i - W CONCRETE PAD NDN -TRAFFIC AREAS J ` y � `'' HEAVY DUTY C.I. FRAME AND COVER, WITH NON -PENETRATING PICK HOLES; 2" BLOCK VALVE WITH LOCKABLE DEVICE (TYP.} FLANGE OR UNION 12" SPOOL PIECE i �� COWaR/SPLUGS I -"9 •• �O '• - � �- r 2 J - I m i CONCRETE COLLAR EASEMENT, R/W 9R PROPERTY LINE � I STATE OF ----•---------------•-•- - ------ �• _ � i��C`S'.'CCORID P..'G,\\� i GRADE MINIMUM WEIGHT 334 POUNDS; BACKFLOW PREVENTER w CORP STOP $° ------ '�- -'-' - - - - i � � E (TRAFFIC AREAS] ANGLE STOP (TYP] � lil F I PROPERTY LINE !pNAL \\�� CLEAN OUT CLEAN OUT METER SINGLE SERVICE � + 8" % 6' x a° x a° MECHANICAL JOINT TEE I 7CONC,D I I II I METER I I II I I I II DO�iJRLPE�VY I B" P.V.C. CHECK VALVE BRANCH I i VARIES ! 3DODSP 5� j W PROPERTY I PIPING TO BE MECHANICAL JOINT RESTRAINED I I F LINE [TYP) 3'_O' MIN, i RENDV 5 REQUIRED x'.z'.4" CONCRETE PAD i I w � 6"�4' NfYE 4" MIH. IND141DUAL I � � OUTLET PIPE 3/4 "LINE (TYP} PLAN CONCRE��' PAD � HOUSE CONNECTION CLEAN-OUT wlm m+�RT>=D ! 18" M Ax. ! w z rY w ''� m m y � PLUG FLusH PATH CflF1CREiE -'-'-'- 8"x8'� P.V.C. TEE -WYE I � Q � � LIQUID LEVEL CORP STOP I 8" P.V.C. 9D' ELBOW (SEWER SWEEP] � 3DNVEI'd3PD 'NIYY 1" SERVICE UNE N TO PLUG k SEAL � TRENCH EASEMENT, R/YA OR PROPERTY LINE CLERK -OUT W1TH �II� � 1 /2 "PUMPER NOZZLE ! � „81-"�L ¢ INLET PIPE CAST IRON COVER MARKED GRADECINNS❑❑DED AREAS 'SEWER" INVERTECI PLUG FLUSH FACING AS DIRECTED. i w � GREASE LAYER WATER", ❑R FIRE" MATH CONCRETE ---- - - (�j — = x � "Y" BRANCH � TOP OF PAVEMENT � � OF MAIN SEWER- ac _. ! 4 Q � w INVERTED 2'>c7'xa" CONCRETE PAD GROUND OR I ELBOW VALVE BOX Wf BALL VALVE AND CAP 3 PLAN PAVEMENT SURFACE \ N ¢ 2" SQUARE (TYP, OF 2) DCJUBLE SERVICE EASEMENT, RfvApR PROPERTY UNE CLEAN-OUT �PLusH a w w OPERATOR NUT 4" I °p � FINISHE❑ GRADE TYPICAL MAIN LINE TERMINAL CLEANOUT en A w GROUND LEVEL �._�,. MIN. ri m II Q o• rrrr i I m � N N Q ❑ 'L � � w r,O c9 z w �i Q 12" DOUBLE STRAP TAPPING ! 5-1 /4` C.I. ADJUSTABLE VALVE I i EkSEhiENT, RJW OR PROPERTY UNE I I VALVE SETTING I DQ 7 � z p S SADDLE - AWWA {TYP] BOX (INSIDE SCREW TYPE) 6" 3'-i?' MIH- I (SEE DETAIL} V � � w O. � ¢� � a I � -•-• -•- SERNCE LATERAL o z�� w � � w � LINE FROM MAIN UNE TO Cl15TDMER I SLOPE 1/4 •PFR I 6" R-S.G.V. ! � 6 ¢ i7 � a ]c FOOT TYP., 1J8 - UMDISTIJRBE ! I BURIED BALL VALVE 2'n2'><4' CONCRETE PAD PER F00T MIN. SOIL i I mW N MULTI -SERVICE "Y" I LEAN -WT NTH INVERTED PLUG FLUSH PATH CONCRETE j � � PLUG de SEAL s" D.I.P. OR PVC c—aDo i GRADE pmt � 10A' BY DEVELOPER BY O.U,A. BY DEVELOPER_._._._._._._._._._._._._._._._._._ ._.� " k+ 2" SERVICE LIME j P"vC.6dDi+e�,ExY+'RRA�CH 5 7 f4 VALVE N O T E 5: ❑%I OR C-900 P -V -C- I i MIN. 4" 45' BEND OPENING 2' SQUARE, d" THICK 6" CLEANOUT ASSEMBLY I. ALL PIPING SHALL BE A MINIMUM ❑F 4" r: � UNDISTURBED 3[790 P.S.I. CONC. PAD i WJ SCREWED CAP- INVERTED 2. PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER. NOTES: � --• --- � RETE BRICKS 6• P.V.C. SERVICE /f LA RAL TD �E pETERMIHEI3 IN ♦ THE FIELD MAX.] 501E I PLUG FLUSH W/ CONCRETE PAD [NDN -TRAFFIC AREAS} 3. SANITARY 'T" OUTLET SHALL BE INSTALLED 4" INSIDE OF WALL. 4. TANK SHALL BE A MINIMUM OF 1000 GALLONS. BALL VALVE (TYP} SQUAIVADS (90' i 5. TANK SHALL 8E TRAFFIC BEARING AND CONCRETE SHALL COMPLY WITH 1. ALL PIPING IS METER SIZE, 6" P.v.C. WYE i ASTM C 478, LATEST REVISION. 2.ALLPIPING15BRASSWITHTHREADEDFITTINGS-JOINTVALVENOTES' � MECHANICAL •� �, fi. WALLS &BOTTOM SLABS SHALL 8E MINIMUM 4" THICK REINFORCED CONCRETE. N 3/A LINE {TYP} e'xa' w1'E ---------- - 1.HY6RANTSHALL8EINSTALLE❑PLUMEAN❑TRUE. i O3.THISDETAILISALSOAPPLICABLETO5%8"x3/4"AN❑1"SERVICEWHEREABACKFLOWPREVENTIQNDEVICEISREgUIRED,-_._. 7, TOP SLAB SHALL BE A MINIMUM 6• THICK REINF4RCE0 CONCRETE. " "RAM-NEK" TO STREET SERVICE _ _•_•_ _ _ _.� _-_ --- ._ _-_• -_ TO BUILDING 8. SECTIONS SHALL BE JOINED AND SEALED WITH MINIMUM 1 29 jfi4 2, THE MODEL CALOR TO BE SAFETY YELLOW, HYDRANT SHALL BE PER OUA O: wa SEALER OR EQUIVALENT TO FORMA WATER TIGHT SEAL. EXCEPT THAT METER WILL BE INSTALLED IN METER BOX. _ _• _•_ iLOF+E i/a PER FOOT TrP, 1/6 PER FOOT f,11N. REQUIREMENTS. O w 9. RISER JOINTS SHALL COMPLY WITH ASTM C d43, LATEST REUSION. 4. METERS AND BACKFLOW PREVENTERS ARE TO BE PURCHASED FROM QUA. QUA❑ RlJ P LE SER VI GE UNDISTURBED EARTfI 3. VALVE SHALL BE PLACED ADJACENT TO MAIN, TIED Tq TEE. 1 D. TANK SIZING SHALL 8E PER Q.U.A. REQUIREMENTS. SINGLE SERVICE CONNECTION DOUBLE SERVICE CONNECTION w � � z 11- COVER TO BE SEATED OR USE RAIN GUARDS - 4, ANCHOR TEES ARE PERMITTED. TYPICAL SERVICE LATERAL ONE WAY CLEANOUT G � wy � ¢ � 12. N❑ DOMESTIC WASTE THROUGH GREASE TRAP. NOTES: 5. ALL HYDRANTS SHALL BE TEED OFF MAINS. Q P ¢� w O � � w [L w 1. AUTHORIZED SERVICE LINE MATERIAL SHALL BE POLYETHYLENE TUBING. NOTE: VALVE NUT EXTENSION IS REQUIRED ON ALL VALVES WITH MORE THAM 36" OF DOVER. EXTEND NUT TO SECTION 6, HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS OR m � pr � O 2. MULTIPLE SERVICE/METER INSTALLATIONS ❑F MORE THAN 4 METERS PER WITHIN 18" OF VALVE BD]C RIM. PROVIDE SOLID BRICK PAD FOR VALVE BOX T6 SIT ON. N GTE 5: BIKEPATHS. NOTES: a SERVICE AND SERVICE LINES LARGER THAN 2" IN DIAMETER SHALL BE HANDLED ON AN INDIVIDUAL BA515_ 1. SERVICE LATERALS SHALL TERMINATE AT PROPERTY LINE AT A DEPTH OF 3 FEET, PLUGGED WATERTIGHT 7, MEGALUGS ON ALL FITTINGS. 1. ONE WAY CLEANOUT (SWEEP TO STREET SERVICE]. WITH CLEAN-CUT 8. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS PLACED IN SERVICE. �. CLEAN OUT SHALL 8E LOCATED ON RIGHT OF WAY LINE. 3. NO FITTINGS BETWEEN CORP, STOP 8c ANGLE VALVE DR CORP. STOP & "Y° 2. THE MINIMUM DIAMETER OF ALL SINGLE HOUSEHOLD CONNECTIONS SHALL BE 4 -'MINIMUM ALL OTHERS SHALL BE 6'• 3. IN TRAFFIC AREAS A METAL CLEANOUT COVER AND LID SHALL BE INSTALLED OVER PVC CLEANOUT. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS $� DETAILS OKEEGHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEEGHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION �IB�, � 3f4" AND 1" METER IN BOX BACKFLOW ABOVE GROUND PAGE N❑ REVISION � 1 1/2 AND 2" METERrBACKFLOW ASSEMBLY PAGE Na REVISION 4. ALL CLEAN OUT'S REQUIRE AN INSPECTION. PAGE Na REVISION TYPICAL PAGE Na 3. CONNECTION TO D.U.A. LATERAL SHALL BE MADE WITH AGLEAN-OUT AT PRDP�RTY LINE OCT. 2015 ��A OCT. 2D15 (ABOVE GROUND) D3 OCT. 2D15 TYPICAL VALVE SETTING ❑� 2 OCT. 2D15 FIRE HYDRANT ASSEMBLY �1 � PAD WITH A INVERTED PLUG, BOTH TO BE SET AT FINAL GRADE This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be Verified on any electronic copies. ISOLATION VALVE Wf VALVE 667C 2'Y2'>ra• CONCRETE PPA AND METER BY DI{EECH06EE ! a" KIN, mDlwouAL UTILITY AUTHORITY TYPICAL ALL ? ; 8"x6" P.V.C. HOUSE CONNECTION SERVICES C � i TEE -WYE CLEAN -our NTH INVERTED � PLUG FLUSH H7TH CONCRETE INVERTED PLUG FLUSH 3J4 "SERVICE LINE ALL ENDS ro BE ! Pw(5TpE STOPPERS D W CONCRETE PAD NDN -TRAFFIC AREAS J ` y HEAVY DUTY C.I. FRAME AND COVER, WITH NON -PENETRATING PICK HOLES; �� COWaR/SPLUGS EASEMENT, R/W 9R PROPERTY LINE i GRADE MINIMUM WEIGHT 334 POUNDS; w CORP STOP ------ '�- -'-' - - - - I (TRAFFIC AREAS] ANGLE STOP (TYP] � lil F I PROPERTY LINE CLEAN OUT CLEAN OUT METER SINGLE SERVICE � + 8" % 6' x a° x a° 7CONC,D DO�iJRLPE�VY B" P.V.C. CHECK VALVE BRANCH 3DODSP 5� j PROPERTY I LINE [TYP) 3'_O' MIN, i RENDV 5 REQUIRED x'.z'.4" CONCRETE PAD I � 6"�4' NfYE 4" MIH. IND141DUAL OUTLET PIPE 3/4 "LINE (TYP} CONCRE��' PAD � HOUSE CONNECTION CLEAN-OUT wlm m+�RT>=D ! � PLUG FLusH PATH CflF1CREiE -'-'-'- 8"x8'� P.V.C. TEE -WYE I LIQUID LEVEL CORP STOP I 8" P.V.C. 9D' ELBOW (SEWER SWEEP] 1" SERVICE UNE N PLUG k SEAL � TRENCH EASEMENT, R/YA OR PROPERTY LINE CLERK -OUT W1TH �II� INLET PIPE INVERTECI PLUG FLUSH i GREASE LAYER MATH CONCRETE ---- - - "Y" BRANCH � � � OF MAIN SEWER- INVERTED 2'>c7'xa" CONCRETE PAD ELBOW 3 PLAN DCJUBLE SERVICE EASEMENT, RfvApR PROPERTY UNE CLEAN-OUT �PLusH I TYPICAL MAIN LINE TERMINAL CLEANOUT �._�,. MIN. ri rrrr i 12" DOUBLE STRAP TAPPING i EkSEhiENT, RJW OR PROPERTY UNE SADDLE - AWWA {TYP] 6" 3'-i?' MIH- -•-• -•- SERNCE LATERAL SLOPE 1/4 •PFR FOOT TYP., 1J8 - 2'n2'><4' CONCRETE PAD PER F00T MIN. N MULTI -SERVICE "Y" LEAN -WT NTH INVERTED PLUG FLUSH PATH CONCRETE PLUG de SEAL GRADE 2" SERVICE LIME P"vC.6dDi+e�,ExY+'RRA�CH N O T E 5: MIN. 4" 45' BEND 2' SQUARE, d" THICK 6" CLEANOUT ASSEMBLY I. ALL PIPING SHALL BE A MINIMUM ❑F 4" r: � 3[790 P.S.I. CONC. PAD i WJ SCREWED CAP- INVERTED 2. PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER. � --• --- � 6• P.V.C. SERVICE /f LA RAL TD �E pETERMIHEI3 IN ♦ THE FIELD MAX.] I PLUG FLUSH W/ CONCRETE PAD [NDN -TRAFFIC AREAS} 3. SANITARY 'T" OUTLET SHALL BE INSTALLED 4" INSIDE OF WALL. 4. TANK SHALL BE A MINIMUM OF 1000 GALLONS. BALL VALVE (TYP} (90' i 5. TANK SHALL 8E TRAFFIC BEARING AND CONCRETE SHALL COMPLY WITH 6" P.v.C. WYE i ASTM C 478, LATEST REVISION. � •� �, fi. WALLS &BOTTOM SLABS SHALL 8E MINIMUM 4" THICK REINFORCED CONCRETE. N 3/A LINE {TYP} e'xa' w1'E ---------- - i 7, TOP SLAB SHALL BE A MINIMUM 6• THICK REINF4RCE0 CONCRETE. " "RAM-NEK" TO STREET SERVICE _ _•_•_ _ _ _.� _-_ --- ._ _-_• -_ TO BUILDING 8. SECTIONS SHALL BE JOINED AND SEALED WITH MINIMUM 1 29 jfi4 SEALER OR EQUIVALENT TO FORMA WATER TIGHT SEAL. _ _• _•_ iLOF+E i/a PER FOOT TrP, 1/6 PER FOOT f,11N. 9. RISER JOINTS SHALL COMPLY WITH ASTM C d43, LATEST REUSION. QUA❑ RlJ P LE SER VI GE UNDISTURBED EARTfI 1 D. TANK SIZING SHALL 8E PER Q.U.A. REQUIREMENTS. SINGLE SERVICE CONNECTION DOUBLE SERVICE CONNECTION 11- COVER TO BE SEATED OR USE RAIN GUARDS - TYPICAL SERVICE LATERAL ONE WAY CLEANOUT 12. N❑ DOMESTIC WASTE THROUGH GREASE TRAP. NOTES: 1. AUTHORIZED SERVICE LINE MATERIAL SHALL BE POLYETHYLENE TUBING. SECTION 2. MULTIPLE SERVICE/METER INSTALLATIONS ❑F MORE THAN 4 METERS PER N GTE 5: NOTES: SERVICE AND SERVICE LINES LARGER THAN 2" IN DIAMETER SHALL BE HANDLED ON AN INDIVIDUAL BA515_ 1. SERVICE LATERALS SHALL TERMINATE AT PROPERTY LINE AT A DEPTH OF 3 FEET, PLUGGED WATERTIGHT 1. ONE WAY CLEANOUT (SWEEP TO STREET SERVICE]. WITH CLEAN-CUT �. CLEAN OUT SHALL 8E LOCATED ON RIGHT OF WAY LINE. 3. NO FITTINGS BETWEEN CORP, STOP 8c ANGLE VALVE DR CORP. STOP & "Y° 2. THE MINIMUM DIAMETER OF ALL SINGLE HOUSEHOLD CONNECTIONS SHALL BE 4 -'MINIMUM ALL OTHERS SHALL BE 6'• 3. IN TRAFFIC AREAS A METAL CLEANOUT COVER AND LID SHALL BE INSTALLED OVER PVC CLEANOUT. BRANCH FOR MULIIMETER INSTALLATIONS. AND ALL DOUBLE SERVICES 4. ALL CLEAN OUT'S REQUIRE AN INSPECTION. 3. CONNECTION TO D.U.A. LATERAL SHALL BE MADE WITH AGLEAN-OUT AT PRDP�RTY LINE BY THE CONTRACTOR OR CUSTOMER MAKING THE CONNECTION, WITH A 2'x2'x4 CONCRETE PAD WITH A INVERTED PLUG, BOTH TO BE SET AT FINAL GRADE OKEECHQBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEEGHQBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHQBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEEGHQBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION TYPICAL SERVICE FOR PAGE Na REVISION PAGE Na REVISION PAGE Na REVISION PAGE Na OCT. 2015 MULTIPLE SERVICES OCT' 2D15 TYPICAL SEWER SERVICE CONNECTION OCT' 2D15 TYPICAL CLEANOUT OCT. 2015 GREASE, OIL AND SAND INTERCEPTER TWD OR MORE} �2 ��� d.32 This item has been digitally signed and sealed by Carlos A. Solis, PE # 42758 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA -1 authentication code must be Verified on any electronic copies. Staff Report Site Plan Review: Address: 604 NE Park Street Description: Redevelop the Burger King Restaurant Prepared for. Applicant: Petition No.: 137 The City of Okeechobee Bravoflorida, LLC 20 -001 -TRC Staff Report Applicant: Bravofloricla, LLC Site Plan Review Petition No. 20 -001 -TRC General Information Applicant Bravoflorida, LLC 4220 Edison Lakes Parkway Mishawaka, IN 46545 Applicant Phone Number 574.271.4600 Applicant Email Address jmeyer@gdi.com 604 NE Park Street (Owner: Bravoflorida, LLC) Site Address SE 6"' Ave (Owner: Look There Inc: c/o David Conlon) Parcel Identification 3-21-37-35-0020-02520-OOAO 3-21-37-35-0020-02520-OOA1 Contact Person DJ Fitzpatrick, Bravoflorida, LLC 3018 US Hwy 301 N, Tampa, FL Contact Phone Number 813.559.8256 M Contact Email Address rkendall@gdi.com Future • Use, Zoning and Existing Use Future Land Use Zoning District Use of Property Acreage Existing Single Family Residential Commercial Heavy Commercial Burger King Restaurant and Vacant 1.75 acres Proposed Commercial Heavy Commercial Redevelop the Burger King Restaurant 1.75 acres 1 Staff Report Site Plan Review Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC General Description The site is located at 604 NE Park Street. The Applicant is proposing to demolish the existing Burger King restaurant and redevelop with a new Burger King restaurant with increased drive through and parking capacity. The site encompasses two parcels. The northern parcel is 1.32 acres and the southern parcel is 1.26 acres for a combined total of 2.58 acres. The restaurant redevelopment will occur on 1.75 acres. The remaining 0.83 acres will be reserved for future development. The redeveloped restaurant is proposed with the following features: • 3,910 square feet of floor area • 52 parking spaces • Dual drive through ordering lanes merging into a single lane for payment and pickup • Construction Type VB • Double dumpster enclosure with outdoor storage attached to the building • Operate 16 hours a day with approximately 8 employees per shift. • No fire sprinklers. -Future-L-and--Use; Zoning-arrd-Existing-U-se-on-Surroun-din-g-Prop-e-Mes Commercial Heavy Commercial Stores and Restaurants Taylor Creek Taylor Creek Taylor Creek Single Family Residential Heavy Commercial Office y �w Commercial and Single Family Residential Heavy Commercial Convenience Store, Restaurant, FPL Utilities, Single Family Home Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Compatibillity with Adjacent Uses The drive through Burger King restaurant use is already in existence on this property, which is located on Park Street (SR 70). There are no residential areas immediately adjacent to the site and the main foreseeable compatibility issue is the minor increase in vehicle trips that are expected to be generated by this redevelopment. Redevelopment of this existing use is appropriate in this location. ,RUC 2 ptanning Future Land Use F North Zoning District Existing Use Future Land Use East Zoning District Existing Use Future Land Use South Zoning District 9 Existing Use , Future Land Use West Zoning District Existing Use Commercial Heavy Commercial Stores and Restaurants Taylor Creek Taylor Creek Taylor Creek Single Family Residential Heavy Commercial Office y �w Commercial and Single Family Residential Heavy Commercial Convenience Store, Restaurant, FPL Utilities, Single Family Home Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Compatibillity with Adjacent Uses The drive through Burger King restaurant use is already in existence on this property, which is located on Park Street (SR 70). There are no residential areas immediately adjacent to the site and the main foreseeable compatibility issue is the minor increase in vehicle trips that are expected to be generated by this redevelopment. Redevelopment of this existing use is appropriate in this location. ,RUC 2 ptanning Staff Report Site Plan Review Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC Adequacy of Public Facilities j POTABLE WATER AND SANITARY SEWER: Potable water and sewer service will continue to be provided by the Okeechobee Utility Authority. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sf) to the 3,910 square feet of building floor area indicates a demand of about 586.5 gallons of potable water and wastewater treatment each per day. However, the applicant has stated that 900 gallons per day is typical for a Burger King restaurant. The proposed increase in drive through capacity of the redeveloped restaurant could potentially increase the amount of water/sewer services consumed, though this potential increase should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. SOLID WASTE DISPOSAL: On several occasions, the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the potential increase in volume of solid waste generated by the redeveloped restaurant can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: The Applicant has prepared a drainage report prepared by Carlos A. Solis, P.E. and drainage plans on plan sheets C05 and C05A. TRAFFIC GENERATION: Raysor Trasportaion Consulting has prepared a traffic impact statement for the Applicant indicating that the proposed redevelopment is expected to generate an increase of 336 net new daily external vehicle trips, 24 net new external AM peak hour trips, and 20 net new external PM peak hour trips. These projected increases are not expected to have a significant impact on the surrounding roadway network. Access, Egress and Internal Circulation The current Burger King restaurant has ingress/egress on SE 6` Ave and Park St. Those existing ingress/egress locations are proposed to remain and an additional ingress/egress location is proposed leading to the remaining vacant parcel. The access driveway from Park St is 36' wide, the access from 6th Ave is 30' wide and the access for the remaining vacant parcel to the south is 24' wide. With the exception of two directional arrows on the site plan that indicate to the contrary, most of the circulation is intended to flow one-way counterclockwise around the site. Internal circulation issues (especially when the drive through queue is extended) would likely be reduced if these two clockwise arrows are reversed so that all traffic is directed counterclockwise. The proposed loading zone is of adequate size and is located such that access should not be restricted as long as there is no overflow of the drive through lanes. Trash pickup and deliveries should be scheduled for off peak hours so that there are no conflicts with drive-through customers. The dumpster enclosure is appropriately located at the rear of the loading zone. Fire truck access will be addressed by the Fire Chief. 3 Staff Report Site Plan Review Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC COMPLIANCE WITH LAND DEVELOPMENT CODES i Regulation Required Provided Min Lot Area §90-285(1) 6,250 sq ft 76,358 sq ft Min Lot Width 50, —350' §90-285(1) Min FY Setback 20' to building (Park St) 10' to parking and driveway -90' §90-285(2)(a) Min 2"d FY Setback 75% of FY setback = (SE 6 Ave) 15' to building -80' §90-285(2)(a) 7.5' to parking and driveway Min SY Setback (Taylor Creek) 8' --45' §90-285(2)(a) Min RY Setback South PL 10' -60' §90-285(2)(a) Max Lot Coverage 50% 4.2% §90-285(3) Max Impervious Surface 85% 154.6% §90-285(3) Max Height 45' 25' §90-285(4) Min parking space dimensions 9' by 20' 9' by 20' 90-511 b Min ADA parking space dimensions 12' by 20'w/ a 5' wide access aisle 12' by 20'w/ a 5' wide access aisle FL Accessibility Code §502 Min Loading space dimensions 10' by 30' w/14' vertical clearance 12' by 42' w/ no overhead obstruction 90-511 c Two way drive aisles with 900 Minimum 24' for spaces 751 to 901 parking spaces are 24' wide. Driveway Width 20' for spaces 601 to <751 §90-511(d)(2) 16' for spaces any other angle One way drive aisles with 901 and 600parking spaces are 15' wide .1,';,. planning Staff Report Site Plan Review Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC Regulation Required Provided Min number of 1 per 75 sf of floor area Parking Spaces 52 parking spaces §90-512(2) 3,910 = 75 = 52 Min number of ADA Parking For facilities with 51 - 75 parking Spaces spaces, at least 3 must be ADA 3 ADA parking space provided Florida Accessibility space Code 208.2 Min number of Loading spaces 1 for 5,000 - 25,000 sf floor area 1 loading space §90-513(2) Each parking or loading space Parking and shall open directly onto a driveway loading space that is not a public street, and In compliance layout each parking space shall be §90-511(e)(2) designed to permit access without moving another vehicle. The design of this site is mainly Buildings, parking and loading focused on the drive through Parking and areas, landscaping and open service. Patrons parking in the loading space spaces shall be designed so that outer ring of parking spaces will layout pedestrians moving between likely be crossing the drive through §90-511(e)(3) parking areas and buildings are queue and vehicle paths circulating not unreasonably exposed to through the lot. This is typical for vehicular traffic areas. drive through fast food restaurants and is not unreasonable. Loading facilities shall be identified Loading space as to purpose and location when Loading space designated by layout §90-511(e)(5) not clearly evident. concrete with black color added. 1 tree and 3 shrubs/3,000 sf of lot Min area. Landscaping 41 trees and 967 shrubs § 90-532 76,358 sf _ 3, 000 = 25 trees and 76 shrubs required Landscaping 18 sf of landscaping required per for parking and required parking space. Vehicular use 52 x 18 = 936 sf of required In compliance areas § 90-533(1) landscaped space Landscaping for parking and One tree per 72 sf of required Vehicular use landscape area p In compliance areas 936 _ 72 = 13 required trees 90-533(2) 5 Staff Report Site Plan Review Applicant: Bravoflorida, LLC Petition No. 20 -00,9 -TRC Regulation Required Provided 1 Landscaping for parking and Two feet of landscaping required In compliance as much as feasible Vehicular use between buildings and vehicular considering drive through and areas use areas. entrances 90-533(4) Landscaping Min. dimension of landscaped for parking and Vehicular useIn areas must not be less than 4' compliance except adjacent to on-site areas buildings. 90-533(5) One landscaped island at least 5' Landscaping by 15' w/at least one tree must be for parking and provided for each 10 required N/A Vehicular use parking spaces w/ a maximum of areas 12 uninterrupted parking spaces in § 90-533(6) a row. Landscaping The remainder of a parking for parking and Vehicular use landscape area shall be In compliance p landscaped with grass, ground areas cover, or other landscape material. 90-533(7) Landscape buffer areas 10' minimum width of street In compliance frontage buffers 90-534 1 Landscape 2' minimum width of property line Landscaping not provided along full length of Taylor Creek side property g y p p y buffer areas § 90-534(1) buffers line within wetland area. ��I Staff Report Site Plan Review Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC Regulation I Required I Provided Sidewalks § 78-36(a)(1) Sidewalks required adjacent to right-of-way No sidewalks are proposed on the subject property. Though a sidewalk is already provided in the right-of-way along Park Street there is no existing or proposed sidewalk on 61h Ave. Photometric lighting plan required Photometric Plan indicating lighting to be directed Provided § 78-71(a)(5) away from streets and residential areas 7 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 397 linear ft of non -driveway frontage on Park St requires 3,970 In compliance sf of landscaped area and 13 trees and 40 shrubs Landscape 285 linear ft of non -driveway In compliance buffer areas frontage on 6 Ave requires 2,850 § 90-534(2) sf of landscaped area and 10 trees and 29 shrubs 166 linear ft of non -driveway rear In compliance property line 332 sf of landscaped area and 1 tree and 3 shrubs 433 linear ft of non -driveway rear property line 866 sf of landscaped In compliance area and 3 trees and 9 shrubs Landscape Trees may be planted in clusters, buffer areas but shall not exceed 50 feet on In compliance § 90-534(3) centers abutting the street. The remainder of a landscape Landscape buffer areas buffer shall be landscaped with In compliance p § 90-534(4) grass, ground cover, or other landscape material Sidewalks § 78-36(a)(1) Sidewalks required adjacent to right-of-way No sidewalks are proposed on the subject property. Though a sidewalk is already provided in the right-of-way along Park Street there is no existing or proposed sidewalk on 61h Ave. Photometric lighting plan required Photometric Plan indicating lighting to be directed Provided § 78-71(a)(5) away from streets and residential areas 7 Staff Report Site Plan Review Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC Recommendation Based on the foregoing analyses, we recommend approval of the site plan with consideration of the following: Applicant should provide a sidewalk on the subject property along SE 61h Ave. 2. Applicant should consider making the entire development one way Submitted by: l Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: February 12, 2020 TRC Hearing date: February 20, 2020 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs L•RYO 8 ptanning Staff Report Site Plan Review FUTURE LAND USE Subject Site and Environs Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC N.E. 2 ND ST s3 2 1, 3 k x'148 152 151 ; -49 STATE ROAD ::' S.E. 2 ND ST 9 �5 4 !3 2 I1 7 (9 9 10 17 I92 S.E. 3 RD ST 615 413I211 a R K }S i LU W 1252 it 52 252 W 4 1 Li c �J 10 Uy 13 3 14 1 12 i 4 10 I S. E. 3RD C'T. LAND USE CLASSIFICATIONS ':ot iire SINGLE - FAMILY RESIDENTIAL MIXED USE RESIDENTIAL i MULTI - FAMILY RESIDENTIAL - COMMERCIAL INDUSTRIAL PUBLIC FACILITIES EASEMENT RAILROAD CENTERLINE HOPKINS MEANDER LINE UNINCORPORATED Pt n�9 LrR� 9 Staff Report Site Plan Review 152 9 IE 2 HD IRT Applicant: Bravoflorida, LLC Petition No. 20 -001 -TRC ZONING Subject Site and Environs 0419 ZW ST 150 48 T "4. 2 5 IN '254 252 4- - ZONING -OftFMS MEANDER J NF tF RA/ROAD CENTMme Vrqft &IS -*—.S DMIQX I LIG.-COMMV*C.t CO WEMV" FQOFEW0-.AL 0--1M TJSLL %KLm M- C Z. =1. - =, = - 7. =,-. se PSSIOSW�11� WL- -4 -O"E -0.e S-GLU F Wk, -ONE 5—akE 10 Staff Report Site Plan Review EXISTING LAND USE Subject Site and Environs Applicant: Bravoflorida, LLC Petition No. 20 -009 -TRC � � �. 1 ��4. HC'..'i �..} I:, � �t _ -', � ,� } f+iii i� • w . �.r, t�ir• � � • •r �` • r' � y�"'t��� � �M x , �•,!.! aTi' � . 7+"ii��T;1 _ 1 ~� �!... .� � � �� ,i.= ..._ • y..I���f__ ''J mow. ��, 1�F Wim" .''�a.�, ! 1, WH-1,VC: I� �� � �}., j� i � Vis. �,"". - !�''3► t r , �7 ' � � :�1 : � 'kH'rl`�lp"..y�r �'y"Is�. �,"(,.�.:K. � �� . .1 � �•+ , r �_.. s.:� ,L 7 L•R— 11 ptanning ' 1���-+'.?+�11 C 1 Pr S t � t) I � �� � �I 1 f .� r , j•',c�TAc/FPVN� FA i u1 • i C) -i= = F. rb`:r r 'l ., '�•.. SLJE3JECT 11 ',���,s,�''F � � �. 1 ��4. HC'..'i �..} I:, � �t _ -', � ,� } f+iii i� • w . �.r, t�ir• � � • •r �` • r' � y�"'t��� � �M x , �•,!.! aTi' � . 7+"ii��T;1 _ 1 ~� �!... .� � � �� ,i.= ..._ • y..I���f__ ''J mow. ��, 1�F Wim" .''�a.�, ! 1, WH-1,VC: I� �� � �}., j� i � Vis. �,"". - !�''3► t r , �7 ' � � :�1 : � 'kH'rl`�lp"..y�r �'y"Is�. �,"(,.�.:K. � �� . .1 � �•+ , r �_.. s.:� ,L 7 L•R— 11 ptanning OWNER'S AFFIDAVIT DESIGNATING REPRESENTATION FOR: Property located at 101 SE 6th Avenue, Okeechobee, FL STATE OF FLORIDA COUNTY OF QVeeCh196 PIU Before me this day personally appearedy I '" - `-0 k ZZ of Look There, Inc. ("Look There"), who hereby proclaims that Look There is the owner of the property and does hereby authorize Bravoflorida, LLC to act as the legal representative of the property with regard to the processing of all applicable development permits as they relate to the development and construction of a Burger King Restaurant located at 101 SE 6th Avenue, Okeechobee, FL. Such permits will include site and building permitting, any special exception permits required, Southwest Florida Water Management District, Public Health Department and the Florida Department of Environmental Protection. Signature of Owner/Developer Look There, Inc. Print Name and Address of Owner/Developer 1201 South Parrott Avenue Okeechobee FL 34974 The foregom strument was a nowledged before me on this day of 2011-1-1 /�J who is personally known to me or who has produced n L /I l �P��, as identification and who did/did not take an oath. WL ` �na ure of Notary Public JASONWIL ETTE •-', .�* wcomm IONtGo291181 S n� EXPIRES: J.wKwy bon23.2023 •,f;'O� ded Ttnr,...ol PUWLWW~ CAUsers\DMC\Downloads\Letter of Audiorintion From LI. (Permits etc).doc l• If �11I. !I �.�.�� �:.'�:�+ � gip; � F �3 `1�i1A�TIt�1111 ��y*•"���Y"il_'.ti�� �'I.x�Y ?111{ i y�`,�. 4��i�� � i�f'{}��".� �\ This instrument was prepared by: Return to: James M. Gann, P. A. P. O. Box 1596 Belle Glade, Fl. 33430 Property Appraiser's Parcel Identification No. R-3-21-37-3 5-0020-02520-OOAO FILE HUM 2005015505 SCMR BK 00570 PG 0059 SHARON ROBERTSONr CLERK OF CIRCUIT COURT OKEECHOBEE COUNTYr FL RECORDED 07/14,f2005 12:07:43 PN RECORDING FEES 18.50 DEED DOC 2t450.00 RECORDED BY G Newboiarn WARRANTY DEED (STATUTORY FORM - SECTION 689.02, F.S.) -1-k This Indenture, made this ,+;: day of J U LY 2005, Between SOUTHERN MANAGEMENT CORPORATION, a Florida corporation whose post office address is 324 S. W. 16th Street, Belle Glade, Florida, 33430 of the County of Palm Beach , State of Florida, grantor*, and LOOK THERE, INC., a Florida corporation whose post office address is 5205 Babcock Street, N. E., Palm Bay, Florida, 32905 of the County of Brevard , State of Florida, grantee*, Witnesseth that said grantor, for and in consideration of the sum of ($10.00) Tenand no/100------------------------------------------------------------------------------------------------------------------------------Dollars, and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Okeechobee County, Florida, to -wit: See Exhibit "A" attached hereto and made a part hereof. Subject to restrictions, reservations and easements of record and taxes subsequent to December 31, 2004. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. *"Grantor" and "grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. 4f-, (First Witness)sL..,Print . me: J�sl IX (I• �' (Second Witness) Printed name: SOUTHERN M NAGEMENT CORPORATION B (�',e C. 414' Its Vice Py sident, John C. Voyal STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this h ' day of Vice President, of Southern Management Corporation, on behalf of as identification. Notary Public My commission expires: Printed, typed, •""'.Ur, Elizabeth A. Simmons �S :Commission # DD350497 �;` Expin�s July i2, 2007 � r �„ Banded Troy FaM • NwNeoq�, Me. 80a3�70W 2005, by John C. Royal le is personally known to me or produced tamped name kLt 7 -JA 2 TfJ A OR BK 00570 PG'0060 EXHIBIT "A" Being a portion of that certain parcel of land as described in O. R. Book 29, page 1831, of the Public Records of Okeechobee County, Florida, being bounded on the North by the North Right -of -Way line of the now abandoned Florida East Coast Railroad, on the East by the West top of bank of Taylor Creek, on the West by the East Right -of -Way line of S. E. 6th Avenue (Meredith Avenue), as now constructed and maintained, and on the South by the South boundary line of Lot "D", Block 252, according to the plat thereof as recorded in Plat Book 2, page 4, Public Records of Okeechobee County, Florida, lying in Section 22, Township 37 South, Range 35 East, and being more particularly described as follows: Commence at the Northwest corner of said Section 22, thence bear North 00°05'11" West for a distance of 60.96 feet to the intersection with the centerline of State Road 70 (North Park Street), thence bear North 89°5449" East, along said centerline of S. R. 70, for a distance of 1479.53 feet to the intersection with the centerline of N. E. 6th Avenue extended South; thence bear South 00'05'11" East, along said centerline extension for a distance of 49.44 feet to the intersection with the said South Right -of -Way line of S. R. 70, a snow maintained and located; thence bear South 89°50'26" East, along said South Right -of -Way line, for a distance of 20.00 feet to the Point of Intersection with the said East Right -of -Way line of S. E. 6th Avenue. Said point being also the Northwest corner of said O. R. Book 297, page 1831; thence bear South 00° 10'06" East, along said East Right -of -Way line, and along the West boundary line of said O. R. Book 297, page 1831, for a distance of 135.48 feet to a point; thence bear South 18°42'16" West, continuing along said East Right -of -Way line, and along said West boundary line for a distance of 74.52 feet to the Point of Beginning; thence continue South 8°42'16" West along said East Right -of -Way line and along said West boundary line for a distance of 105.63 feet to a point; thence bear South 00`09'40" East, continuing along said East Right -of -Way line and along said West boundary line for a distance of 199.74 feet to the Southwest corner of said Lot "D", Block 252; thence bear North 89°54'49 East, along the South boundary line of said Lot "D", Block 252, for a distance of 155.23 feet to the intersection with the said West top of bank of Taylor Creek; thence bear North 05°09'40" East, along said West top of bank, for a distance of 50.87 feet to a point; thence bear North 13 °08'59" East, continuing along said West top of bank, for a distance of 155.88 feet to a point; thence bear North 26"23'32" East, continuing along said West top of bank for a distance of 81.04 feet to a point; thence bear North 43'06'26" East, continuing along said West top of bank for a distance of 34.03 feet to the intersection with the said North Right -of -Way line of the now abandoned Florida East Coast Railroad; thence bear South 89°54'49" West, along said North Right -of -Way line, for a distance of 221.23 feet to the Point of Beginning. Containing 1.26 acres, more or less, and being subjectto any and all easments, restrictions, reservations and/or rights of way of record, if any. Lucinda OF F� w 7, 7, 7, ��P°ySON v 09 — — — Ex. 8" C.I. Force Main V tt T I Metal Guard Rail ° Q' T / o J o _ _ _ B �a — — o� 201 9A. 2 ° LA 0001163 a \ I I 0 �� \ / 08:06 77 B - - - - - - - 1 _T_ - T�\�� — \ \/ _ \ / / \ \ \ / / \ // \ / / \ \ / �q NDSCNP� 00T_ -0500 \B \ �- �I 'f',';�' ,'; ' 1/2" P IPE \ X,i GRAPHIC SCALE / z0 10 z 0 402SLEEVE 1 5 Z 205 - -�T_oo 0- --�--- p g/ ♦ i / \ %� \ / \ / \ / ( IN FEET) W -0 Q 0 1 inch= 20 ft. -W, ICDO Lrm 1 E 1 // , \ / , \ / \ / IRRIGATION MATERIAL L 1ST Q o o CL B z � 11 1 1 1 �BI ID / • ��� E lo C --- r V/ FIN15H GRADE \ O / X \ �� WROTOR HEAD _ r I 1 J -j zLu Ally\ G W T (3 r- < u FLEX PIPE Lu Jv� � w / r r i a i / 5GH 40 TEE, � HITH �� 2/ \I ADAPTERSRED � � w , � IQ• /#I 1 C i�Jo�m 22 // B 0Z0L1 / 2' AIN LINE // I" PIPE W 0 Z W z PVG LATERAL LINE Co SLEEVE // / 2" SLEEVE / _j Q SYM50L QUANTITY MODEL NUM5ER A O B O 31 60 PEP-04-PRB-1.5, 4" POP-UP ROTOR MPR40-0(o-MP2000, 6" POP-UP ROTATOR G O 13 MPR40-06-MPI000, 6" POP-UP ROTATOR D O 14 MPR40-12-MP2000, 12" POP-UP ROTATOR E O 14 MPR40-12-MPI000, 12" POP-UP ROTATOR F O 15 MPR40-06-MP55530, 6" POP-UP SIDE STRIP ROTATOR E O 10 MPR40-06-MPRC5515, 6" POP-UP END STRIP ROTATOR H O 4 t 2050 LF PGB -25, .25 EPM FULL GIRGLE BUBBLER •' ''' •' ''' •' HDL -OG -12-250, LANDSCAPE DRIPLINE z -0 a� t 625 LF 2" PVC,, 50HEOULE 40, MAIN LINE ® 2 XGZ-PRB-100-COM, I" CONTROL ZONE KIT 6 150-PEB-PR5-0, 1-1/2" ELECTRICAL VALVE ® 1 PGG -1200, 12 STATION CONTROLLER WITH RAIN CHECK SENSOR I RAIN GHEGK, AUTOMATIC RAIN SHUTOFF Lu P 4w / 2-I _ _F, / 4' POP-UP ROTOR DETAIL Q O I Z < v �r a� 26 1 O O z IY x w 2� / IRRIGATION INST,�T I ON NOTE5 2 IM IN LIE v�_Inwm� / //��� � Q rn / r / i I — — — 4 LEE_ _ — _ F F 1) ALL QUANTITIES SHOWN ON THE DRAWINGS ARE NOT GUARANTEED AS TO ACCURACY AND ARE SHOWN FOR THE PURPOSES OF ,. INDICATING VOLUME OF WORK. IT SHALL BE THE RESPONSIBILITY OF THE BIDDER TO SATISFY HIMSELF AS TO THE ACCURACY OF THE 0 = O Op / �� LLLLLL� \-1 / L , / , ,-------- -- - - QUANTITIES. _j 0 00 � 00 2) PIPING OR VALVES MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS; I .E., IN BU I LD I NGS, UNDER PAVEMENT, LL = T- 00 // OR OUTSIDE OF THE PROPERTY LINES. THIS IS DONE FOR GRAPHIG CLARITY ONLY. WHENEVER POSSIBLE, PIPING IS TO BE INSTALLED 0 I I I I l u P ° \ / / IN SOIL AREAS. / Z IRRIGATION TER 2" SLEEVEI I I I S E ° \/ ,' ''� - v 3) INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE GORES. o Q W a B SOURCE 15 A EW I" E D Lu °00 / B IRRIGATION METER D - /\ ' '\\ 4) PIPE SIZES ARE LABELED AT LOCATIONS WHERE AN INCREASE IN SIZE OCCURS. CONTINUE PIPE SIZE UNTIL SIZE INCREASE IS > O Q `' \ I / '� ' ' ' INDICATED. PIPES SHALL BE INSTALLED ALONG WALKS, CURBS OR WALLS, THEY SHALL NOT BE INSTALLED IN THE MIDDLE OF 0 m I`7 V) I / / // ; ,', �'','�',�',' ,' , �/ \ D / SYM50L KEY PLANTERS. CONTRACTOR SHALL REVIEW LANDSCAPE PLANS TO DETERMINE TREE AND PALM LOCATIONS. MAIN LINE AND LATERALS SHALL BE SGH 40 PVG. IiRRIOATION / \\ , 5) ALL POP-UP SPRAY AND ROTOR HEADS SHALL BE INSTALLED ON 18" LONG FLEX PIPE CONNECTIONS. RISERS SHALL BE 28" IN D D I I I/2' PE y D ZONE NUMBER O HEIGHT OR 4" ABOVE ADJACENT SHRUBS. ALL IRRIGATION EQUIPMENT SHALL BE BY RAIN BIRD, UNLESS OTHERWISE STATED ON THE } � #1 � m �► 112" SLEEVE / E PLAN. ,',' / 28 �� 6) WATER SOURCE IS A NEW I" IRRIGATION WATER METER. IRRIGATION SYSTEM REQUIRES 38 GPM AT 40 PSI. WIRING USED FOR o / A / - / /� ,', �' ' ' ZONE CPM GONNEGTING THE VALVES TO THE GONTROLLER SHALL BE TYPE UF, 16 AWG WIRE, WITH PVG INSULATION. ZONE WIRES SHALL BE COLOR CODED, AND COMMON WIRE SHALL BE WHITE. VALVE BOXES SHALL BE CARSON MODEL L1220-12,12" X 21"X 14" RECTANGLE, WITH GREEN LID. PLACE 3" DEEP LAYER OF GRAVEL INSIDE EACH VALVE BOX. / 1) NEW CONTROLLER SHALL BE WALL MOUNTED IN THE LOGATION SHOWN ON THE PLAN AND AS APPROVED BY THE PROJECT MANAGER. / FINISH GRADE AFTER 30 DAY PLANT MATERIAL ESTABLISHMENT PERIOD, CONTROLLER SHALL BE SET AS PER LOCAL WATER RESTRICTIONS. AFTER 0 FLEX PIPE IRRIGATION SYSTEM INSTALLATION IS COMPLETE, GONTRAGTOR SHALL PROVIDE THE OWNER WITH AN A5 -BUILT DRAWING SHOWING — Z FLEX ELL LOCATION OF IRRIGATION HEADS, VALVES AND PIPE. 0 B \' PVC, TEE 5 — ' ►t G #b \ / L'VG LATERAL 8) PIPING ON THE PLAN IS DIAGRAMMATIGALLY ROUTED FOR CLARITY. DESIGN MODIFICATIONS SHALL BE MADE TO MEET FIELD LJ N \ _ - �- - CONDITIONS. THE PIPING SCHEMATIC IS DESIGNED TO MINIMIZE TRENGHING. WHENEVER POSSIBLE RUN MULTIPLE LINES AND WIRE IN THE o 14 ' SAME TRENCH. FLEX ELL a) WHERE EXISTING OR PROPOSED PAVED 5URFAGE5 GROSS IRRIGATION LINES, ALL PIPING UNDER SAID SURFACES SHALL BE IN \/� / \ f , /, / / SLEEVES. SLEEVES SHALL BE SGH 40 PVG, MINIMUM 2" DIAMETER OR AS SPECIFIED ON PLAN. WHERE EXISTING PAVEMENTS MUST BE Ba kflow /1 / /, Pre e n t / / // I \ \ / / \ \ -�'� B \ I GUT TO INSTALL IRRIGATION PIPE, SAW GUT SIX INCHES WIDER THAN THE NEEDED TRENCH. REPAIR GUTS WITH AN EQUIVALENT ��' MPR40-12-GV MATERIAL TO MATCH EXISTING. A A/ I/ \/ \/ \/ \ / \/ \/ \ / � � DMP INSTALLATION NOTES Aft 1) DRIPLINE SHALL BE LAID DIRECTLY UNDER THE 3" MULCH BED. MULGHING OF G G G G G G G 12' POP-UP MP ROTATOR DETAIL PLANT BEDS SHALL OGGUR AFTER DRIPLINE INSTALLATION. 2) DRIPLINE SHALL COVER THE FULL EXTENT OF ALL PLANTING BEDS WHERE IT to a (2 ; 4 s Irl I ND I GATED ON THE DRAWINGS AT A SPAG I NG OF 18" ON CENTER ON THE O -A zf PVC EXHAUST HEADER b a TREE CANOPY O2 PVC, 50H 40 TEE OR EL (TYPICAL) 24" RADIUS MULCH RING INSET A �3 FLUSH POINT (TYPICAL) BUBBLER ® BARB X MALE FITTING: 18" - 24" LONG FLEX PIPE O5 PERIMETER OF AREA II PVC LATERAL © BARB X BARB INSERT TEE OR CROSS: FLEX PVC PVC LATERAL LINE 6' POP-UP MP ROTATOR DETAIL '"T -J=' "" ON-SURFAGE DRIPLINE CONTROLLER SUITABLE INSTALLED ON TWO SIDES MOUNTING SURFACE OF PROP05ED SINGLE -ROW 120 VOLT HIRE HEDGE SINGLE -ROW HEDGE IN CONDUIT FINISH GRADE CONTROLLER WITH RAIN SENSOR SINGLE -ROU) HEDGE DRIPLINE DETAIL NOTE: TOTAL LENGTH OF DRIPLINE SHALL NOT EXCEED 250 LF O PERIMETER DRIPLINE PIPE TO BE INSTAL 2"-4" FROM PERIMETER OF AREA ® ON -SURFACE DRIPLINE: ® PVC, SUPPLY MANIFOLD 10 PVG SUPPLY PIPE FROM CONTROL 8 II TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED 250 LF 12 PVC SGH 40 RISER PIPE 2"-4" INSET ON-SUWACE DRIPLINE INSTALLATION DRIPLINE ZONES, THE ELEGTRI G VALVE, D 1 SG FILTER, AND PRESSURE W C:)REGULATOR SHALL BE PLACED UNDERGROUND IN A PLASTIC, VALVE BOX WITH W COVER. ADJUST PRESSURE REGULATOR TO ACCOMMODATE EACH ZONE. 0 3) I ND I V I DUAL SECTIONS OF DRIPLINE SHALL BE CONNECTED US 1 NG PVC PIPE, j (%) J SIZED AS PER GPM REQUIREMENTS. DRIPLINE SHALL BE STAPLED OR LL_ OTHERW I SE FASTENED TO THE FIN 1 SH GRADE EVERY 4' ON CENTER. 0 z z LL_i 30 -INCH LINEAR LENGTH OF 0 Q LLJ LED HIRE, COILED i FINISH GRADE HATER PROOF CONNECTIONS I— a_ 0 VALVE BOX LID PVC SGH 60 VALVE BOX HITH COVER Q 0 1 1/2" NIPPLE TOP OF MULCH U' LLJ Li PVC, 5CH FINISH GRADE UU z U WIRE CONNECTORS 40 ELL DRIP ZONE CONTROL KIte LL LLJ VALVE BOX HUNTER ICZ-151-40 LLJ PVT -7 40 � (INCLUDES VALVE, PVC TEE, FILTER AND PRESSURE m REGULATORS) Q0 0 TO HEADS PVG LATERALS Oo 0 0 0 0 0 0 0 0 °Oo0 00 0 0 0 °0 000 0°°00°oOo°00°00°00000 PVG SGH 40 MALE ADAPTER (2) 0°0 ° 0o Ooo OoOo°o° OoOo°o 0 000 00000 00 000 00 Oo° PVC, SGH 80 I" UNION (2) FOR 0 PVC, SGH 8o ELL 5ERVICING A55EMBLY SCALE: DATE: 000 ° ° Ov o O , ° Ov o i BLOCK (I OF 4)1"=30' 2. 2. 9 n8 n8 ��n 8 � ��8 TO MAIN LINE PVC, SGH So NIPPLE - PVC, SGH 80 NIPPLE, CLOSE (2) CAD FILE: PVC, MAINLINE 4" PEA GRAVEL- 3 -INCH MINIMUM DEPTH OF LA -9 3/4 -INCH HASHED GRAVEL ELECTRIC VALVE DETAIL DRIP CONTROL ZONE KIT JOB NUMBER: BK #6400 SHEET L02 raw 12 co -p J U) w 0 wa r 0 Z C) 03 C13 N C= 0 N c0 rn 0 W 0 IO N 't j3 z -0 a� U Z Lu P 4w / 2-I _ _F, / 4' POP-UP ROTOR DETAIL Q O I Z < v �r a� 26 1 O O z IY x w 2� / IRRIGATION INST,�T I ON NOTE5 2 IM IN LIE v�_Inwm� / //��� � Q rn / r / i I — — — 4 LEE_ _ — _ F F 1) ALL QUANTITIES SHOWN ON THE DRAWINGS ARE NOT GUARANTEED AS TO ACCURACY AND ARE SHOWN FOR THE PURPOSES OF ,. INDICATING VOLUME OF WORK. IT SHALL BE THE RESPONSIBILITY OF THE BIDDER TO SATISFY HIMSELF AS TO THE ACCURACY OF THE 0 = O Op / �� LLLLLL� \-1 / L , / , ,-------- -- - - QUANTITIES. _j 0 00 � 00 2) PIPING OR VALVES MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS; I .E., IN BU I LD I NGS, UNDER PAVEMENT, LL = T- 00 // OR OUTSIDE OF THE PROPERTY LINES. THIS IS DONE FOR GRAPHIG CLARITY ONLY. WHENEVER POSSIBLE, PIPING IS TO BE INSTALLED 0 I I I I l u P ° \ / / IN SOIL AREAS. / Z IRRIGATION TER 2" SLEEVEI I I I S E ° \/ ,' ''� - v 3) INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE GORES. o Q W a B SOURCE 15 A EW I" E D Lu °00 / B IRRIGATION METER D - /\ ' '\\ 4) PIPE SIZES ARE LABELED AT LOCATIONS WHERE AN INCREASE IN SIZE OCCURS. CONTINUE PIPE SIZE UNTIL SIZE INCREASE IS > O Q `' \ I / '� ' ' ' INDICATED. PIPES SHALL BE INSTALLED ALONG WALKS, CURBS OR WALLS, THEY SHALL NOT BE INSTALLED IN THE MIDDLE OF 0 m I`7 V) I / / // ; ,', �'','�',�',' ,' , �/ \ D / SYM50L KEY PLANTERS. CONTRACTOR SHALL REVIEW LANDSCAPE PLANS TO DETERMINE TREE AND PALM LOCATIONS. MAIN LINE AND LATERALS SHALL BE SGH 40 PVG. IiRRIOATION / \\ , 5) ALL POP-UP SPRAY AND ROTOR HEADS SHALL BE INSTALLED ON 18" LONG FLEX PIPE CONNECTIONS. RISERS SHALL BE 28" IN D D I I I/2' PE y D ZONE NUMBER O HEIGHT OR 4" ABOVE ADJACENT SHRUBS. ALL IRRIGATION EQUIPMENT SHALL BE BY RAIN BIRD, UNLESS OTHERWISE STATED ON THE } � #1 � m �► 112" SLEEVE / E PLAN. ,',' / 28 �� 6) WATER SOURCE IS A NEW I" IRRIGATION WATER METER. IRRIGATION SYSTEM REQUIRES 38 GPM AT 40 PSI. WIRING USED FOR o / A / - / /� ,', �' ' ' ZONE CPM GONNEGTING THE VALVES TO THE GONTROLLER SHALL BE TYPE UF, 16 AWG WIRE, WITH PVG INSULATION. ZONE WIRES SHALL BE COLOR CODED, AND COMMON WIRE SHALL BE WHITE. VALVE BOXES SHALL BE CARSON MODEL L1220-12,12" X 21"X 14" RECTANGLE, WITH GREEN LID. PLACE 3" DEEP LAYER OF GRAVEL INSIDE EACH VALVE BOX. / 1) NEW CONTROLLER SHALL BE WALL MOUNTED IN THE LOGATION SHOWN ON THE PLAN AND AS APPROVED BY THE PROJECT MANAGER. / FINISH GRADE AFTER 30 DAY PLANT MATERIAL ESTABLISHMENT PERIOD, CONTROLLER SHALL BE SET AS PER LOCAL WATER RESTRICTIONS. AFTER 0 FLEX PIPE IRRIGATION SYSTEM INSTALLATION IS COMPLETE, GONTRAGTOR SHALL PROVIDE THE OWNER WITH AN A5 -BUILT DRAWING SHOWING — Z FLEX ELL LOCATION OF IRRIGATION HEADS, VALVES AND PIPE. 0 B \' PVC, TEE 5 — ' ►t G #b \ / L'VG LATERAL 8) PIPING ON THE PLAN IS DIAGRAMMATIGALLY ROUTED FOR CLARITY. DESIGN MODIFICATIONS SHALL BE MADE TO MEET FIELD LJ N \ _ - �- - CONDITIONS. THE PIPING SCHEMATIC IS DESIGNED TO MINIMIZE TRENGHING. WHENEVER POSSIBLE RUN MULTIPLE LINES AND WIRE IN THE o 14 ' SAME TRENCH. FLEX ELL a) WHERE EXISTING OR PROPOSED PAVED 5URFAGE5 GROSS IRRIGATION LINES, ALL PIPING UNDER SAID SURFACES SHALL BE IN \/� / \ f , /, / / SLEEVES. SLEEVES SHALL BE SGH 40 PVG, MINIMUM 2" DIAMETER OR AS SPECIFIED ON PLAN. WHERE EXISTING PAVEMENTS MUST BE Ba kflow /1 / /, Pre e n t / / // I \ \ / / \ \ -�'� B \ I GUT TO INSTALL IRRIGATION PIPE, SAW GUT SIX INCHES WIDER THAN THE NEEDED TRENCH. REPAIR GUTS WITH AN EQUIVALENT ��' MPR40-12-GV MATERIAL TO MATCH EXISTING. A A/ I/ \/ \/ \/ \ / \/ \/ \ / � � DMP INSTALLATION NOTES Aft 1) DRIPLINE SHALL BE LAID DIRECTLY UNDER THE 3" MULCH BED. MULGHING OF G G G G G G G 12' POP-UP MP ROTATOR DETAIL PLANT BEDS SHALL OGGUR AFTER DRIPLINE INSTALLATION. 2) DRIPLINE SHALL COVER THE FULL EXTENT OF ALL PLANTING BEDS WHERE IT to a (2 ; 4 s Irl I ND I GATED ON THE DRAWINGS AT A SPAG I NG OF 18" ON CENTER ON THE O -A zf PVC EXHAUST HEADER b a TREE CANOPY O2 PVC, 50H 40 TEE OR EL (TYPICAL) 24" RADIUS MULCH RING INSET A �3 FLUSH POINT (TYPICAL) BUBBLER ® BARB X MALE FITTING: 18" - 24" LONG FLEX PIPE O5 PERIMETER OF AREA II PVC LATERAL © BARB X BARB INSERT TEE OR CROSS: FLEX PVC PVC LATERAL LINE 6' POP-UP MP ROTATOR DETAIL '"T -J=' "" ON-SURFAGE DRIPLINE CONTROLLER SUITABLE INSTALLED ON TWO SIDES MOUNTING SURFACE OF PROP05ED SINGLE -ROW 120 VOLT HIRE HEDGE SINGLE -ROW HEDGE IN CONDUIT FINISH GRADE CONTROLLER WITH RAIN SENSOR SINGLE -ROU) HEDGE DRIPLINE DETAIL NOTE: TOTAL LENGTH OF DRIPLINE SHALL NOT EXCEED 250 LF O PERIMETER DRIPLINE PIPE TO BE INSTAL 2"-4" FROM PERIMETER OF AREA ® ON -SURFACE DRIPLINE: ® PVC, SUPPLY MANIFOLD 10 PVG SUPPLY PIPE FROM CONTROL 8 II TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED 250 LF 12 PVC SGH 40 RISER PIPE 2"-4" INSET ON-SUWACE DRIPLINE INSTALLATION DRIPLINE ZONES, THE ELEGTRI G VALVE, D 1 SG FILTER, AND PRESSURE W C:)REGULATOR SHALL BE PLACED UNDERGROUND IN A PLASTIC, VALVE BOX WITH W COVER. ADJUST PRESSURE REGULATOR TO ACCOMMODATE EACH ZONE. 0 3) I ND I V I DUAL SECTIONS OF DRIPLINE SHALL BE CONNECTED US 1 NG PVC PIPE, j (%) J SIZED AS PER GPM REQUIREMENTS. DRIPLINE SHALL BE STAPLED OR LL_ OTHERW I SE FASTENED TO THE FIN 1 SH GRADE EVERY 4' ON CENTER. 0 z z LL_i 30 -INCH LINEAR LENGTH OF 0 Q LLJ LED HIRE, COILED i FINISH GRADE HATER PROOF CONNECTIONS I— a_ 0 VALVE BOX LID PVC SGH 60 VALVE BOX HITH COVER Q 0 1 1/2" NIPPLE TOP OF MULCH U' LLJ Li PVC, 5CH FINISH GRADE UU z U WIRE CONNECTORS 40 ELL DRIP ZONE CONTROL KIte LL LLJ VALVE BOX HUNTER ICZ-151-40 LLJ PVT -7 40 � (INCLUDES VALVE, PVC TEE, FILTER AND PRESSURE m REGULATORS) Q0 0 TO HEADS PVG LATERALS Oo 0 0 0 0 0 0 0 0 °Oo0 00 0 0 0 °0 000 0°°00°oOo°00°00°00000 PVG SGH 40 MALE ADAPTER (2) 0°0 ° 0o Ooo OoOo°o° OoOo°o 0 000 00000 00 000 00 Oo° PVC, SGH 80 I" UNION (2) FOR 0 PVC, SGH 8o ELL 5ERVICING A55EMBLY SCALE: DATE: 000 ° ° Ov o O , ° Ov o i BLOCK (I OF 4)1"=30' 2. 2. 9 n8 n8 ��n 8 � ��8 TO MAIN LINE PVC, SGH So NIPPLE - PVC, SGH 80 NIPPLE, CLOSE (2) CAD FILE: PVC, MAINLINE 4" PEA GRAVEL- 3 -INCH MINIMUM DEPTH OF LA -9 3/4 -INCH HASHED GRAVEL ELECTRIC VALVE DETAIL DRIP CONTROL ZONE KIT JOB NUMBER: BK #6400 SHEET L02 raw 12 Lucinda W '`s°N r°Ut te w Co Co r 0 • 2 0 1 S ozl .1 �o � o LA 0001163 2 0 8: 2:3 FIFO �q NDSCPP� P � -05'00' GRAPHIC SCALE 20 0 10 20 40 Z C C ( IN FEET) Lu -0 U 1 inch = 20 ft. q T 'If L W L M J m Q 0 20 0 E �C Wo Q Eu Q CC Fr EL E 0O Ln �E°, Z N � rn COD +' (n LL Lo0 LN N V Q9) a 0 m .•�, -C G ado _ ::: TREE RE QU I RE1„IEN�S PROPOSED TREE 5 0 opo o p° ° J Z L Q 4 f `^ ,./) Op OOOpoOp o D d O •.•..:•.:•.:•.:•.:•::••� ,�•� MAGNOLIA LLY IIopo 1) INTERIOR REOUIREMENTS CRAPE MYRTLE 6i18 SF PER PARKING SPAGE X 52 SPAGES 36 SF : ::::: : :::: T Ca PINE II LN4 GLSTONO L 672 13 TREES 3SF G Z715 20 LR 2 PERIMETER REQUIREMENTS TOTAL TREES 36 C Q co 1—R NORTH 394 LF x 10 = 3,940 / 300 = 13 d : L AREA a + BUFFER 13 x 1 = 13 TREES 13 x 3 = 39 SHRUBS A14OU140 FLA °pop 1 '' 30 t PR 25 :`: WEST 280 LF X 10 LF = 2,800 / 300 = 10 9 + :.} o BUFFER 10 X 1 = 10 TREES 10 X 3 = 30 SHRUBS d MC ° o00o LR + a a ::°°°° ' +:.{ ° ..`�;•.. ..: 3) TOTAL REQUIRED TREES ° d % 13 + 13 + 10 = 3(b TREES +: IS a ° a NOTE: PROVIDE 12" + �� rr a i a' WIDE WHITE EGG ...• :: T: p:.<...:.._ .' :: ROCK ALONG a L AND 5GAFE IN5TAL L AT I ON NOTE 5 v BUILDING FOUNDATION, d1) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN IN, GRADES AND STANDARDS FOR NURSERY PLANTS. Set 1/2" + SEE EGG ROCK p Rebar LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. + DETAIL. 2) LOCATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- SEE THE LANDSCAPE ARCHITECT FOR QUESTIONS ON EXACT In / da + ' LOCATIONS. THE PLANT MATERIALS L15T IS PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. SHOULD THERE .op+ 23 d / BE ANY P15GREPANCY BETWEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL. + BH d • - ^ N 3) IT 15 THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAGE FOR + � a� OPTIMUM GROWTH OF LAN05GAPE MATERIAL BEFORE INSTALLATION BEGINS. L::': p 0 + 25 40 ° 4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL BE GLEAN OF TRASH, CONSTRUCTION d �C+L� LSM , - Set 1/2" DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH OF 24" PRIOR TO LANDSCAPE INSTALLATION. + 25 / ''pOI Rebar + ° 5) ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE AND THEN TOP -DRESSED WITH 3" GG °pp poop°00000 :: op+ ° DEEP TRIPLE SHREDDED BLACK MULCH. ALL NEW TREES SHALL HAVE A TREE RING WITH A MINIMUM OF 24" RADIUS, ALL NEW ,0,0,0 p IS TREES AND PALMS SHALL BE STAKED. ° p°°°° 4 1-M 6) NEW SOD SHALL BE EMPIRE ZOY51A 500 APPROXIMATELY 14,000 SF AND ARGENTINE BAHIA SOD APPROXIMATELY 18,000 SF, ° ° p IN THE LOCATIONS SHOWN ON THE PLAN. CONTRACTOR SHALL DETERMINE EXACT QUANTITIES IN THE FIELD. SOD AREAS SHALL BE 2 d ° 3Q a d t °d t o �� �6 </ / MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL ACCEPTANCE. ° a V 7) TREES, SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PROCEDURE: PLANT PITS SHALL BE :Rebar. T EXCAVATED TO TWIGE THE DIAMETER OF THE PLANT ROOT BALL. AERATE EXISTING 501L BEFORE BAGKFILLING PIT. ADD IMPRESSIONS ° .:. ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .'' �� 05M000TE FERTILIZER TO EACH PLANT PIT, A5 PER THE INSTALLATION DETAILS. AGSTO WLL oo°oo o \S 0 0 0 0 0 3 COURSE WITH °o°o°o°o°o°o° p E o 0 0 0 0 0 a / 8) TREE INSTALLATION: ALL REQUIRED TREES SHA BE INSTALLS " - 2" ABOVE FINISH GRADE. TREES INSTALLED OR BURIED � .., ,0,0,0,0,0,0,0 I L LL DI L D n0 \\�\� \\ \ _ ✓A'� TOO DEEP SHALL BE RESET TO THIS STANDARD. REMOVE THE TOP 1/3 OF THE WIRE BASKETS ON ALL B 8 B STOCK. ELANT MATERIAL L. 1ST S`rM50L : / BOTAN I CAL NAME PHOENIX ROEBELLENNII REMOVE DEAD AND INJURED ♦ 40 LM �v TOLERANT OL EP �-1T a TWI65, TRIM NO LEADERS, GG 5 PYGMY 12A TE PALM 1 a RETAIN NATURAL SHAPE. NO YES AS SHOWN a a WHITE SURVEYOR'S TA661N6 MAGNOLIA D D BLANCHARD D D BLANCHAR12 MAGNOLIA YES YE5 TAPE, 6" LENGTH I I PINUS ELLIOTTII /^�� "V YES q° 3 — 2" X 2" STAKES DRIVEN INTO a GROUND AT AN ANGLE, THEN TIGHTENED A5 SHOWN IA 3vMj ILEX ATTENUATA 'EAGLESTON' OVERALL HEI6FfTQ Q TO VERTICAL POSITION, 8' MINIMUM OVERP a a LENGTH, STAKES AT 120° ANGLE YES YES AS SHOWN LA 1 LAGER5TROEMA INDIGA 'MUSKOGEE' q 10' HT X 4' SPD, 2" DBH NO YES AS SHOWN PM 40 PODOGARPUS MAGROPHYLLUS o 48" HT X 30" SPD, 15 GALLON a YES 501100 0"OG 5V 25 . 5AWANI VIBURNUM 24" HT X 24" SPD, 7 GALLON NO YES 301,00 ARBOR TIE CONNECTIONS 262 MYRIGA GERIFERA kiAX MYRTLE 18" HT X 180 SPD, 3 GALLON YES YES 24" OG GG 145 ROOT FLARE SHALL BE INSTALLED YELLOP4 THRYALLI5 24" HT X 24" SPD, 3 GALLON NO ' '� `� 36" OG BH 85 ILEX GORNUTA 'BURFORD I I GOMPAGTA' DMRF BURFORO HOLLY I" — 2" ABOVE FINISH GRADE NO YE5 301,00 LR 150 ZAMIA FLORIDANA COONTIE 15" HT X 15" SPD, 3 GALLON NO 3' MINIMUM MULCH LAYER, INSTALL 30,100 LM 260 LIRIOPE MUSGARI 'SUPER BLUE' 5UPER BLUE LIRIOPE 10" HT X 10" 5PD, I GALLON NO �� MULCH 6 AWAY FROM TRUNK :::. .::....:.:..................... „ Rear =III III (IIIIIIIII IW-zI — III III= (III zi- ELANT MATERIAL L. 1ST S`rM50L QUANTITY BOTAN I CAL NAME PHOENIX ROEBELLENNII COMMON NAME SPE C IF I CAT I ONS NATIVE TOLERANT OL EP �-1T SPACING PR M6 PE 5 PYGMY 12A TE PALM 5' OVERALL HEIGHT, TRIPLE STEM 10 HT X 5 5PD, 2 DBH 10' HT X 5' 5PD, 2" DBH NO YES AS SHOWN I I MAGNOLIA D D BLANCHARD D D BLANCHAR12 MAGNOLIA YES YE5 A5 SHOWN I I PINUS ELLIOTTII 5LA5H PINE YES YES A5 SHOWN IA 7 ILEX ATTENUATA 'EAGLESTON' EA&LE5TON HOLLY 10' HT X 4' SPD, 2" DBH YES YES AS SHOWN LA 1 LAGER5TROEMA INDIGA 'MUSKOGEE' LAVENDER CRAPE MYRTLE 10' HT X 4' SPD, 2" DBH NO YES AS SHOWN PM 40 PODOGARPUS MAGROPHYLLUS PODOCARPU5 48" HT X 30" SPD, 15 GALLON NO YES 501100 0"OG 5V 25 VIBURNUM 5U5PEN5UM 5AWANI VIBURNUM 24" HT X 24" SPD, 7 GALLON NO YES 301,00 WM 262 MYRIGA GERIFERA kiAX MYRTLE 18" HT X 180 SPD, 3 GALLON YES YES 24" OG GG 145 GALPHIMA GRACILIS YELLOP4 THRYALLI5 24" HT X 24" SPD, 3 GALLON NO YES 36" OG BH 85 ILEX GORNUTA 'BURFORD I I GOMPAGTA' DMRF BURFORO HOLLY la" HT X la" SPD, 3 GALLON NO YE5 301,00 LR 150 ZAMIA FLORIDANA COONTIE 15" HT X 15" SPD, 3 GALLON NO YES 30,100 LM 260 LIRIOPE MUSGARI 'SUPER BLUE' 5UPER BLUE LIRIOPE 10" HT X 10" 5PD, I GALLON NO YE5 24" OG 5I150L LEGEND 1 T 1I =1 AERATE EXI5TIN5 —III I I-1111 111 1 11 I I I SOIL BAGKFILL 11II, III, III, ,TTI—�—I� EXI5TIN6 SUB6RADE APPLY OSHOCOTE PLUS 15—q-12, 6 MONTH FORMULA TO SOIL SURFACE OF PLANT PIT, AT MANUFACTURERS RECOMMENDED RATE. TREE STAKING AND PLANTING DETAIL CONTRACTOR SHALL REMOVE STAKING AND 6UYIN6 MATERIALS AFTER ONE 6ROWIN6 SEASON. APPLY OSMOGOTE PLUS 15-9-12, 6 MONTH FORMULA TO o>ol501L SURFACE OF PLANT PIT, AT MANUFACTURERS 0 ° o RECOMMENDED RATE. O 0 0 0 3' DEEP MULCH LAYER Soo =111 I I II I AERATE EXISTING IIIIIIIII II_III11 SOIL BACKFILL (IIIIIIIII I I I I I� I I I I I I I I I� I I II I I I I I� I I II 1 1 1 1 1 1 1 II I 2X EXISTING SOIL SHRUB PLANTING DETAIL rd L...��_n REMOVE DEAD AND INJURED TH165, TRIM NO LEADERS, RETAIN NATURAL SHAPE. GROWN OF ROOTBALL SHALL BE I" — 2" ABOVE FINISH GRADE 3 MULCH LAYER INSTALL MULCH MINIMUM 4" AWAY FROM TRUNK AERATE EXISTING SOIL BACKFILL EXISTING 5UB64RADE 15-9-12, 6 MONTH FORMULA TO SOIL SURFACE OF PLANT PIT, AT MANUFACTURERS RECOMMENDED RATE. MULTI -STEM TREE DETAIL EDGE OF BUILDING 12" WIDE, 2" DEEP, WHITE EGG ROCK 4" BLACK, ALUMINUM EDGING INSTALL BETWEEN ROCK AND SOD OR MULCH AREAS MULCH OR SOD I-11-1i1-1i�-�i1 tilIu Illlllllll f II -III1 IIII!III-�I,IIIIIIIIIIITI,IIIIl, I III=III-III= SOIL SEPARATOR FABRIC, EGG ROCK INSTALLATION DETAIL z 0 (/) 0 F a NW W U I— Q 0 LLJ �I z 0W- Q J 0 v l Z LL - W Q O � z�w 0 Q Q U LL Q 0 CY) LLJ Ld 000 O z ;4- z LL = O Q oo � \0 ui O / Q Q00 Z Q Oa a- 0y 00 LLJ m Ob D Q 00 z 0 (/) 0 F a NW W SCALE: DATE: 1"=30' 12.12.19 CAD FILE: LA -10 JOB NUMBER: BK #6400 SHEET L01 I— Q 0 LLJ 0 z 0W- Q (_0 0 v l LL - W � i � z�w Q Q U L_L 0 LLJ Ld = C -D z U z I_,_I Q D � LLJ J m Q00 SCALE: DATE: 1"=30' 12.12.19 CAD FILE: LA -10 JOB NUMBER: BK #6400 SHEET L01 DRAINAGE REPORT FOR BURGER KING @ 800 S. MAIN STREET BELLE GLADES, FLORIDA PREPARED FOR: BRAVOFLORIDA, LLC 3018 U.S. HIGHWAY 301 N. SUITE 100 TAMPA, FLORIDA 33619 813.374.2413 PREPARED BY CARLOS A. SOLIS, P.E. P.O. BOX 431764 BIG PINE KEY, FLORIDA 33043-1764 813.426.4880 November, 2019 NARRITIVE The proposed project consist of the redevelopment of an existing parcel currently occupied by a closed bank located at 800 S, Main Street Belle Glades, FL. The 2.65 Ac parcel is currently developed with an existing building, parking and sidewalks. The proposed development will replace the existing development with a propose Burger King Restaurant. The development will decrease the impervious area by 15,191 SF. The existing development does not provide any stormwater features, and runoff from the site flow via overland flow towards the west. Since we are reducing the impervious area by over 25%, attenuation for the redevelopment will not be required. The redeveloped parcel will collect the runoff and provide water quality for the developed portion of the site. Outfall will be via a spreader swale overflowing to the west to mimic the existing drainage pattern. On site soils testing were performed to determine soils type, and SHWT. The underlying material on the site is an organic muck ranging in depth from 3-7 feet. It is the intent to remove the muck in the proposed project area prior to development, and replace with clean fill suitable for development. The SHWT is established at 3 feet below the surface Since the material beneath the project, including the area of trench drain, will be replaced, a field permeability test will not be conducted until the new material is in place to accurately determine the infiltration rate of the site. The equation from the SFWMD is used to determine the minimum trench drain length for the project. Water Quality Volume The minimum water quality volume shall be the greater of the following 1” of runoff from the entire site or 2.5” of runoff times the percent of impervious area. The required volume is reduced by 50% since a dry retention system is used. Project Area = 63,670 sf 1.46 Ac Impervious area = 42,506 sf = 68% V = 63,670 sf x 1”/12”/ft = 5305 x .5 = 2,653 cf V = 63,670 sf x 2.5”/12”/ft x .68 = 9020 x .5 = 4510 cf (req. Vol) L = V = K(H W + 2H Du – Du ² + 2H Ds ) + (1.39x10ˉ⁴ )WDu L = Length of Trench V= Volume (Acre-Inch) = 1.24 W = Trench Width – 5 feet K = Hydraulic Conductivity = TBD cfs/ft²-ft H = Depth to Water Table = 2.5 Feet (use overflow spillway elevation) Du = Non-Saturated Depth = 3.0 Ds = Saturated Depth = 1 Foot L = xxx LF Trench drain provided = xxx LF DRAINAGE MAP BASIN AREA 1.46 Ac Soils Report GHD Services Inc. 5904 Hampton Oaks Parkway Suite F Tampa Florida 33610 USA T 813 971 3882 F 813 971 1862 W www.ghd.com June 27, 2019 Reference No. 11197664 Mr. John C. Firth, President Bravoflorida, LLC 4220 Edison Lakes Parkway Mishawaka, Indiana 46545 Dear Mr. Firth: Re: Subsurface Exploration and Geotechnical Evaluation Services Proposed Burger King 800 South Main Street Belle Glade, Florida 33430 1. Introduction GHD has completed a series of field tests in order to provide geotechnical engineering evaluations for the building and pavement areas planned at the subject site. Based on our interpretation of the subsurface conditions from the geotechnical field data and our understanding of the proposed construction, geotechnical engineering conclusions and recommendations are presented herein, including foundation design information and pavement design guidelines, subgrade preparation considerations, and criteria for fill material quality and placement. Estimates for groundwater table fluctuations within the project area are also included. 2. General Summary Below the existing pavements and topsoil, the upper 1 to 3 feet appears to consist of sandy fill soils with abundant limerock fragments that was used to develop the site originally. Below the upper crust of fill, the borings encountered a layer of organic silt, or ‘muck’ varying in thickness from about 3 to 7 feet, overlying the limestone formation. Although the samples of muck were not tested for organic content, based on our visual classification, these soils are not suitable for support of the proposed structures on shallow foundations. The options for construction considering the encountered subsurface conditions include complete removal and replacement of the muck soils and construction on shallow foundations, or installing deep foundations bearing on the underlying limestone. The disadvantage of the deep foundation option is that anything not supported on deep foundations, such as pavements, would be subject to excessive settlement from the presence of the muck layer. Therefore, it appears that a complete excavation and replacement with imported sandy soils would be the most suitable option for developing 11197664 Firth-1-Burger King LaBelle.docx 2 on this site. Temporary dewatering will be necessary in order to properly conduct the removal and replacement operations. Our studies indicate that the site can be made suitable for the proposed construction, provided the recommended site preparation is performed as discussed herein. The foundation for the proposed building may be designed based on an allowable soil bearing capacity of up to 2,000 pounds per square foot (psf). As previously mentioned, site preparation should include demolition of the existing structures and pavements, excavation and replacement of the muck soils, and replacement with suitable imported backfill. The water table was encountered at depths ranging from 4.6 to 6.1 feet below existing grades. The report should be reviewed in its entirety for important details not included in the summary. 3. Project Information 3.1 Project Authorization Authorization to proceed with this project was issued by execution of our proposal on May 21, 2019 by Mr. John C. Firth, President of Bravoflorida, LLC. 3.2 Site Location and Project Description Project information was provided by Mr. Robin Kendall, P.E. of Quality Dining, Inc. in an electronic mail and subsequent conference call on May 8, 2019. Information provided consisted of a Site Plan, dated May 8, 2019. The proposed Burger King will be situated on the eastern portion of the site, and we understand that the western portion of the site may be developed for another low-rise commercial/retail development. A stormwater pond is also planned for the central portion of the site. 4. Purpose and Scope of Work The purpose of this study was to obtain information regarding soil and groundwater conditions at the subject property planned for development. The subsurface materials encountered were then evaluated with respect to the planned project characteristics (single-story restaurant facility). In this regard, the following geotechnical engineering assessments and services have been provided: • Developed a boring plan based on the proposed development plan, and field-located the borings. • Notified Sunshine State One Call to check for underground utilities. • Reviewed the Palm Beach County Soil Survey pertaining to the shallow soils and groundwater information at the site. • Mobilized drilling equipment and support crew/vehicle to the site. 11197664 Firth-1-Burger King LaBelle.docx 3 • Performed two hand auger borings to depths of 1-1/2 to 2 feet below existing grade. The borings were unable to be advanced deeper due to the presence of limerock within the upper fill materials. • Performed five Standard Penetration Test (SPT) borings to depths of 20 feet. • Documented soil and groundwater conditions encountered in the borings and collected soil samples for laboratory review. • Reviewed the recovered soil samples in the laboratory and developed soil classifications per the Unified Soil Classification System (USCS) utilizing ASTM D2487/2488. Grouped the soils into strata and provided a soil profile for each boring performed. • Presented the results of our exploration and evaluations in this engineering report prepared by a licensed professional engineer specializing in geotechnical engineering who is familiar with the local soil conditions that includes: - An assessment of the site soil conditions and an estimate of the normal seasonal high groundwater level. - Feasibility of utilizing a shallow foundation system for support of the proposed structure. - Design parameters required for the shallow foundation system, including allowable bearing pressures, foundation bearing levels and expected settlement, as well as necessary site preparation measures. - Pavement design considerations. - Soil subgrade preparation associated with foundation and pavement support, including demolition, stripping, grubbing, excavation and replacement of encountered muck with imported soils - Engineering criteria for placement and compaction of approved structural fill materials. 5. Subsurface Exploration 5.1 Standard Penetration Test Borings The subsurface exploration program also included five Standard Penetration Test (SPT) borings, which extended to nominal depths of 20 feet and were performed using a track-mounted drill rig. The soil profiles from the SPT borings are illustrated on the attached Boring Logs. The SPT boring procedure was conducted in general accordance with ASTM D1586 using the rotary wash method, where a clay slurry ("drill mud" or "drill fluid") was used to flush and stabilize the borehole. After initiating some of the borings with a hand auger to check for unidentified underground utilities, Standard Penetration sampling was performed at closely spaced intervals in the upper 10 feet and at 5-foot intervals thereafter. After seating the sampler 6 inches into the bottom of the borehole, the number of blows required to drive the sampler one foot further with a standard hammer (known as the "N" value or blowcount) was recorded. The blowcount has been empirically correlated to soil properties. The 11197664 Firth-1-Burger King LaBelle.docx 4 recovered samples were placed into containers and returned to our office for visual classification and possible laboratory testing. 5.2 Field Testing Locations The approximate locations of the field tests are illustrated on the site plan on Figure 1. This figure also illustrates the proposed development. The tests were positioned in the field using a hand-held GPS and several of the borings were staked by others prior to our field work. 6. Visual Manual Classification Recovered soil samples were reviewed in our laboratory by an engineer in general accordance with ASTM D 2488 (Standard Practice for Description and Identification of Soils (Visual Manual Procedure)). Based on the laboratory review and field boring logs, similar soils were grouped into strata, with each stratum described in general accordance with the nomenclature used in ASTM D 2487 (Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)). 7. Subsurface Conditions 7.1 Soil Conservation Service Data The U.S. Department of Agriculture – Natural Resources Conservation Service (formerly known as the Soil Conservation Service; SCS), has mapped the shallow soils in this area of Palm Beach County. This information can available through the NRCS Web Soil Survey. The aerial photographs used as a base map were taken in 2007 show the area where the home is located as developed. The soil survey indicates the site is covered by Torry Muck (mapping unit 46). Small areas of other similar and dissimilar soils may be present within the mapping unit. The Torry Muck is a nearly level, very poorly drain, deep, organic soil in broad, freshwater marches. This soil former in well decomposed remains of hydrophytic plants mixed with a high content of fine textured mineral material. The representative pedon of the surface layer is black much (sapric material) about 12 inches thick and has a mineral content of about 70 percent. The next layer is a sticky black muck that has about 60 percent mineral material. It extends to a depth of about 36 inches. Below this is a black muck that has a mineral content of about 35 percent and extends to a depth of about 65 inches. Hard limestone is at a depth of about 65 inches. Under natural conditions, the surface is covered with water, or the water table is within 10 inches for 6 to 12 months in most years, except during extended dry periods. The USDA Soil Survey is not necessarily an exact representation of the soils on the site. The survey is, however, a good basis for evaluating the shallow soil conditions of an area. The soil survey mapping is based on interpretation of aerial maps with scattered shallow borings for confirmation. Accordingly, borders between mapping units are approximate and the change may be transitional. Differences may 11197664 Firth-1-Burger King LaBelle.docx 5 also occur from the typical stratigraphy, and small areas of other similar and dissimilar soils may occur within the soil mapping unit. As such, there may be differences in the mapped description and the boring descriptions obtained for this report. Based on our observations, the soils encountered consist of imported sandy soil with limerock over the described Torrey muck. 7.2 Soil Boring Results Profiles of the soil borings are illustrated on the attached Boring Logs. The stratification information was developed from the field logs and visual review/manual classification of the recovered soil samples in general accordance with ASTM D2487/2488. The stratification lines represent the boundary between soil types at the boring locations. The transition between strata may be gradual and the indicated boundary approximate. Soil strata boundaries were estimated when they occurred between sample intervals. Small variations not considered important to our engineering evaluation may have been omitted or abbreviated for clarity. The test boring logs include measured groundwater levels at the time the borings were performed and soil descriptions. Following are the generalized subsurface conditions encountered in the borings. Conditions at other locations may be different. Please refer to the boring profiles for more detailed information. Below the existing pavements and topsoil, the upper 1 to 3 feet appears to consist of sandy fill soils with abundant limerock fragments that was used to develop the site originally. Below the upper crust of fill, the borings encountered a layer of organic silt, or ‘muck’ varying in thickness from about 3 to 7 feet, overlying the limestone formation. Based on the SPT ‘N-values’, the muck was predominantly very soft and the underlying limestone was very soft to very hard. 7.3 Groundwater Information The groundwater level was encountered at depths ranging from about 4.6 to 6.1 feet below existing grades. It should be understood that the position of the groundwater level will fluctuate in response to variation in rainfall, to surface drainage features and other factors. Based on the results of our borings, we estimate the high groundwater level may occur near a depth of about 2 feet higher than the encountered levels. The groundwater levels presented in this report are the levels that were measured at the time of our field activities. Fluctuations should be anticipated. A seasonal effect will occur such that groundwater level fluctuations can be expected between the dryer winter and spring months as compared to the summer months or the wet season. We recommend that the Contractor determine the actual groundwater levels at the time of the construction to determine groundwater impact on the construction procedures. 11197664 Firth-1-Burger King LaBelle.docx 6 8. Geotechnical Evaluation 8.1 General The following conclusions and recommendations are based on the project characteristics previously described, the data obtained in our field exploration, and our experience with similar subsurface conditions. If final site planning is significantly different from previously described and as indicated in this report, we should be notified so that we might review the adequacy of the subsurface information and the following recommendations in light of such changes. A general review of the project plans and specifications by our firm is suggested prior to bidding in order to check that these recommendations have been interpreted in accordance with our intent. 8.2 Foundations With the successful completion of the site preparation recommendations included herein, the proposed building can be constructed on a conventional shallow foundation system (footings) bearing at minimum depths below the finished floor or finished grade elevations. Footing bottoms that bear in densified soil may be designed based on a maximum allowable soil bearing pressure of 2,000 pounds per square foot (psf). To aid in the design of the slab-on-grade elements, a modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be utilized. Building settlements were estimated based on the assumed structural loads, the soil conditions encountered in the borings and the completion of the subgrade improvement and filling recommendations in Section 8.4. Total settlements are anticipated to be on the order of 1/2 inch or less, most of which are expected to occur during construction. Differential settlements are anticipated to be on the order of 1/4 inch or less, considering the complete removal and replacement of the encountered muck as well as the use of the conventional shallow foundations. 8.3 Pavement Design Recommendations Following the recommended site preparation, (complete removal and replacement of the encountered muck), the site should be acceptable for construction and support of flexible (limerock, crushed concrete, or shell base with an asphaltic concrete surface), semi-flexible (soil-cement base with an asphaltic concrete surface) and rigid (Portland cement concrete) type pavement sections. Fill soils utilized to develop pavement grades should consist of fine sand with less than 15 percent passing the No. 200 sieve (Unified Soil Classification of SP to SP-SM). 8.3.1 Flexible and Semi-flexible Pavement The pavement subgrade supporting the base material should meet a minimum LBR of 40 (stabilized subgrade). The existing gravelly sands, slightly clayey fine sands and recommended imported sandy backfill will likely possess a Limerock Bearing Ratio (LBR) value of around 30. In order to increase the bearing value, shell, limerock, crushed concrete, low plasticity clayey sands or another acceptable product 11197664 Firth-1-Burger King LaBelle.docx 7 would likely need to be blended with these sands. The stabilized subgrade should be placed/produced to a minimum depth of 12 inches and compacted to a minimum density of 98% of the modified Proctor maximum dry density. The subgrade should also be firm and true to line and grade prior to paving. Traffic should not be allowed on the subgrade as the base is placed to avoid rutting. Before paving, the base should be checked for soundness. The choice of pavement base type will depend on final pavement grades, as well as economic conditions. Due to the local availability of shell and limerock, it is anticipated that shell or limerock will be utilized as the base course material at this site. A minimum separation of 24 inches for water sensitive bases (e.g. limerock or shell) and 18 inches for less water sensitive bases (e.g. soil cement or crushed concrete) should be provided between the bottom of the pavement base and seasonal high groundwater levels, unless underdrains are utilized to lower groundwater tables. Based on the anticipated grade modifications, (as much as up to 3 feet of new fill), and expected seasonal groundwater fluctuations, underdrains do not appear warranted to control groundwater levels beneath the pavement areas. However, review of the civil pavement and grading plans should be performed to check underdrain needs, particularly in the areas where the site will transition to meet the surrounding site grades. At a minimum, the base thickness should be no less than 6 inches in automobile traffic areas (light duty) and 8 inches in truck traffic areas (heavy duty). The base should be compacted to a density of no less than 98% of the modified Proctor value. Limerock and shell base material should meet Florida Department of Transportation (FDOT) requirements and a minimum LBR of 100. Processed concrete aggregate base could also be considered depending upon quantity needed, price and availability. Crushed concrete should also have a minimum LBR value of 100 and be graded in accordance with FDOT Standard Specification Section 204. The base course should be firm and true to line and grade prior to paving. Traffic should not be allowed on the subgrade as the base is placed to avoid rutting. Before paving, the base should be checked for soundness. We recommend a pavement surface course consisting of at least 1-1/2 inches of FDOT Type SP asphaltic concrete material for the automobile parking areas (light duty) and 2 inches for truck traffic (heavy duty) areas. The asphaltic concrete should meet standard FDOT material requirements and placement procedures as outlined in the current FDOT Standard Specifications for Road and Bridge Construction, except that the asphaltic concrete should be compacted to a minimum of 96% of the Marshall maximum laboratory unit weight of samples secured daily during placement. 8.3.2 Rigid Pavement Rigid (Portland cement concrete) pavement design should follow County specifications for minimum compressive strength. Based on our experience, a minimum thickness of 6 inches can be used for standard duty applications and a minimum thickness of 7 inches should be utilized for heavy duty applications, depending upon the concrete compressive strength and subgrade soil bearing characteristics. Any steel reinforcement within the concrete pavement should be designed by the project civil or pavement engineer. The subgrade should be prepared to achieve a minimum LBR of 30 to a 11197664 Firth-1-Burger King LaBelle.docx 8 depth of 12 inches below the concrete base elevation. The subgrade soils should be compacted to a minimum density of 98% of the modified Proctor maximum dry density. To aid in the design of the anticipated concrete pavement sections, a modulus of subgrade reaction of 150 pci (LBR 30 gravelly sands) should be utilized for the existing sands. 8.3.3 Pavement Section Design Actual pavement section thickness should be provided by the design civil or pavement engineer based on traffic loads, volume and design life requirements. The pavement sections discussed herein are guidelines based on typical minimum thicknesses representative of standard loads and construction practices and as such, periodic maintenance should be anticipated. All pavement materials and construction procedures should conform to the FDOT or the appropriate city/county requirements. 8.4 General Site Preparation 1. In order to support the proposed building on shallow foundations and utilize conventional pavement systems, we recommend that the encountered muck soils be completely excavated and replaced with imported sandy backfill placed in 12 inch thick lifts compacted to at least 95% of the materials modified Proctor maximum dry density, (ASTM D-1557). Temporary dewatering will be necessary in order to properly conduct the removal and replacement operations. 2. Following satisfactory completion of the removal and replacement, the proposed project area may be brought up to finished subgrade levels, as needed. Imported or onsite fill or backfill should consist of fine sand with less than 15 percent passing the No. 200 sieve, free of rubble larger than 3 inches diameter, organics, clay, debris and other unsuitable material. Fill should be tested and approved prior to acquisition. Approved sand fill should be placed in loose lifts not exceeding 9 to 12 inches in thickness as appropriate for the compactor being used and should be compacted to a minimum of 95 percent of the soil’s modified Proctor maximum dry density. Density tests to confirm compaction should be performed in each fill lift before the next lift is placed. The final 12 inches immediately below the pavement section (subgrade) should be compacted to a density of no less than 98 percent of the modified Proctor value. 3. Prior to beginning compaction, soil moisture contents may need to be controlled in order to facilitate proper compaction. If additional moisture is necessary to achieve compaction objectives, then water should be applied in such a way that it will not cause erosion or removal of the subgrade soils. Moisture content within the existing ground or fill soil should be controlled to within ±2 percentage points of optimum as established in ASTM D1557 to help insure development of both density and stability during compaction operations. 4. The shallow foundation excavations should be observed by the Geotechnical Engineer, or a representative, to check for any loose, soft, or otherwise undesirable materials. If the foundation excavation appears suitable as load bearing materials, the bottom of foundation excavations should be compacted after excavation to develop a minimum density requirement of 95 percent of 11197664 Firth-1-Burger King LaBelle.docx 9 the modified Proctor maximum dry density (ASTM D1557), for a minimum depth of 1 foot below the bottom of the footing depth, as determined by field density (compaction) tests. Backfill soils placed adjacent to footings or walls should be carefully compacted with a vibratory plate compactor to avoid damaging the footings or walls. Approved sand fills to provide foundation embedment constraint should be placed in loose lifts not exceeding 6 inches and should be compacted to a minimum of 95 percent of the modified Proctor maximum dry density. 5. If soft pockets are encountered in the shallow foundation excavations, the unsuitable materials should be removed and the footings may be located at a lower elevation on firm, acceptable material. Alternatively, the proposed footing elevation may be re-established by backfilling after the undesirable material has been removed. This backfilling may be completed with a well-compacted, suitable fill such as clean sand or FDOT #89 grade gravel. Sand backfill should be compacted to a dry density of at least 95 percent of the modified Proctor maximum dry density (ASTM D1557), as previously described. Gravel should be compacted until firm and unyielding under the observation of a representative of the Geotechnical Engineer. 9. Limitations Our professional services have been performed, our findings obtained, and our opinions prepared in accordance with generally accepted geotechnical engineering principles and practices. GHD is not responsible for the conclusions, opinions or recommendations made by others based on these data. No warrantees or guarantees are expressed or implied. The scope of this study was intended to evaluate generalized soil and groundwater conditions within the proposed development areas. The analysis and opinions submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated. If any subsurface variations become evident, a re-evaluation of the opinions contained in this report will be necessary after we have had an opportunity to observe the characteristics of the conditions encountered. The scope of our services does not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, groundwater, or surface water within or beyond the site studied. Any statements in this report regarding odors, staining of soils, or other unusual conditions observed are strictly for the information of our client. 11197664 Firth-1-Burger King LaBelle.docx 10 10. Closure GHD appreciates the opportunity to be of service to you on this project. If you have any questions, please do not hesitate to contact us. Sincerely, GHD Services Inc. Florida Engineering Business No. 9931 John C. Phillips, P.E. Senior Geotechnical Engineer Florida P.E. License No.: 47586 JCP/1 Distribution: Mr. Robin Kendall – Quality Dining, Inc. Encl. Figure 1 Boring Location Map Boring Logs 11197664 Firth-1-Burger King LaBelle.docx Figure 1 and Boring Logs 11197664 BURGER KING BELLE GLADE BELLE GLADE, FLORIDA June 25, 2019 TEST LOCATION MAP FIGURE 1 SPT-2 SPT-3 SPT-4 SPT-5 AB-1 AB-2 SPT-1 0 0.6 1.2 1.8 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8 8.4 9 9.6 10.2 10.8 11.4 12 12.6 13.2 13.8 14.4 15 15.6 16.2 16.8 17.4 18 18.6 19.2 19.8 20.4 21 21.6 8 3 1 34 8 9 31 SP OL LS Limerock and pale brown fine sand (fill) Dark brown organic silt (muck) Pale brown limestone End of Boring 20 feet PROJECT:BORING NO.: Burger King - Belle Glade SPT-1 JOB NUMBER:11197664 DATE DRILLED:6/21/2019 ELEVATION:NA Notes: See Figure 1 DRILLER:Tim Martini BORING DEPTH:20.00 Feet DRILLING METHOD:Mud Rotary WATER LEVEL:4.6 feet MoistureContentANALYSIS % Passing200 SieveLiquidLimitPlasticLimitPlasticityIndexDepthfeetN-ValuesGROUNDWATERGRAPHICLOGUSCSSTRATUM DESCRIPTION JOB NUMBER: 11197664 GHD Services, INC.PAGE 1 OF 1 0 0.6 1.2 1.8 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8 8.4 9 9.6 10.2 10.8 11.4 12 12.6 13.2 13.8 14.4 15 15.6 16.2 16.8 17.4 18 18.6 19.2 19.8 20.4 21 21.6 HA HA 1 20 9 10 19 SP OL LS 3" asphalt - 6" limerock base Limerock and pale brown fine sand (fill) Dark brown organic silt (muck) Pale brown limestone End of Boring 20 feet PROJECT:BORING NO.: Burger King - Belle Glade SPT-2 JOB NUMBER:11197664 DATE DRILLED:6/21/2019 ELEVATION:NA Notes: See Figure 1 DRILLER:Tim Martini BORING DEPTH:20.00 Feet DRILLING METHOD:Mud Rotary WATER LEVEL:4.9 feet MoistureContentANALYSIS % Passing200 SieveLiquidLimitPlasticLimitPlasticityIndexDepthfeetN-ValuesGROUNDWATERGRAPHICLOGUSCSSTRATUM DESCRIPTION JOB NUMBER: 11197664 GHD Services, INC.PAGE 1 OF 1 0 0.6 1.2 1.8 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8 8.4 9 9.6 10.2 10.8 11.4 12 12.6 13.2 13.8 14.4 15 15.6 16.2 16.8 17.4 18 18.6 19.2 19.8 20.4 21 21.6 HA HA 2 3 1 12 13 SP OL LS 4" asphalt - 8" limerock base Limerock and pale brown fine sand Dark brown organic silt (muck) Pale brown limestone End of Boring 20 feet PROJECT:BORING NO.: Burger King - Belle Glade SPT-3 JOB NUMBER:11197664 DATE DRILLED:6/21/2019 ELEVATION:NA Notes: See Figure 1 DRILLER:Tim Martini BORING DEPTH:20.00 Feet DRILLING METHOD:Mud Rotary WATER LEVEL:5.4 feet MoistureContentANALYSIS % Passing200 SieveLiquidLimitPlasticLimitPlasticityIndexDepthfeetN-ValuesGROUNDWATERGRAPHICLOGUSCSSTRATUM DESCRIPTION JOB NUMBER: 11197664 GHD Services, INC.PAGE 1 OF 1 0 0.6 1.2 1.8 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8 8.4 9 9.6 10.2 10.8 11.4 12 12.6 13.2 13.8 14.4 15 15.6 16.2 16.8 17.4 18 18.6 19.2 19.8 20.4 21 21.6 HA HA 2 5 3 7 50/6" OL LS 4" asphalt - 20" limerock base Dark brown organic silt (muck) Pale brown limestone End of Boring 20 feet PROJECT:BORING NO.: Burger King - Belle Glade SPT-4 JOB NUMBER:11197664 DATE DRILLED:6/21/2019 ELEVATION:NA Notes: See Figure 1 DRILLER:Tim Martini BORING DEPTH:20.00 Feet DRILLING METHOD:Mud Rotary WATER LEVEL:6.1 feet MoistureContentANALYSIS % Passing200 SieveLiquidLimitPlasticLimitPlasticityIndexDepthfeetN-ValuesGROUNDWATERGRAPHICLOGUSCSSTRATUM DESCRIPTION JOB NUMBER: 11197664 GHD Services, INC.PAGE 1 OF 1 0 0.6 1.2 1.8 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8 8.4 9 9.6 10.2 10.8 11.4 12 12.6 13.2 13.8 14.4 15 15.6 16.2 16.8 17.4 18 18.6 19.2 19.8 20.4 21 21.6 7 2 82/7" 20 17 6 68 SP OL LS Limerock and pale brown fine sand Dark brown organic silt (muck) Pale brown limestone End of Boring 20 feet PROJECT:BORING NO.: Burger King - Belle Glade SPT-5 JOB NUMBER:11197664 DATE DRILLED:6/21/2019 ELEVATION:NA Notes: See Figure 1 DRILLER:Tim Martini BORING DEPTH:20.00 Feet DRILLING METHOD:Mud Rotary WATER LEVEL:4.9 feet MoistureContentANALYSIS % Passing200 SieveLiquidLimitPlasticLimitPlasticityIndexDepthfeetN-ValuesGROUNDWATERGRAPHICLOGUSCSSTRATUM DESCRIPTION JOB NUMBER: 11197664 GHD Services, INC.PAGE 1 OF 1 (ib D 1 N I N 6, INC. • Burger King® • Chili's® Spageddies" • Papa Vino's® blue2O7M December 13, 2019 Ms. Patty M. Burnette General Services Coordinator City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Re: Burger King #6400—Application for Site Plan Review Address: 604 NE Park St, Okeechobee, FL 34972 Parcels:3-21-37-35-0020-02520-OOAO; and 3-21-37-35-0020-02520-OOA1 Dear Ms. Burnette: Bravoflorida, LLC is proposing to redevelop the existing Burger King restaurant at 604 NE Park St in the City of Okeechobee. A New 3,910 SF Restaurant with double drive-thrus, and associated site improvements will be constructed. The Existing restaurant and all existing Site Improvements will be removed and replaced. Attached for your review and approval is the Application for Site Plan Review and the required supporting documents. Please let us know if you have any questions or require further information to facilitate your review and approval. Sincerely, Robin Kendall Quality Dining, Inc. 3018 U.S. Highway 301 N. Suite 100 Tampa, Florida 33619 rkendall@qdi.com (o) 813.559.8256 (c) 813.690.4913 Cr. Carlos A. Solis, P.E. PREPARED BY AND RETURN TO: Gary A. Gibbons, Esq. Gibbons I Neuman 3321 Henderson Blvd. Tampa, Florida 33609 F tIiL-i� EH iU�«ii�ii 19 00375 OR BK 818 PG 923 SHARON ROBERTSON► CLERK, & COMPTROLL� OKEECHOBEE COUNTY. FLORIDA RECORDED 01/10/2019 02:23:57 PM AMT $543P209.00 RECORDING FEES $44.On DEED DOC: $3t8O3.10 RECORDED BY F Conner F'95 923 - 927: (5 P9s) BK # 6400 Tax Account No.: 3-21-37-35-0020-02520-OOAO SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and delivered effective as of January , 2019, by and between SOUTHERN MANAGEMENT CORPORATION, a Florida corporation, as Grantor, whose mailing address is 324 S.W. 16TH Street, Belle Glade, FL 33430, and BRAVOFLORIDA, LLC, an Indiana limited liability company, as Grantee, whose mailing address is 4220 Edison Lakes Parkway, Mishawaka, IN 46545. (All references to the parties herein shall include their successors and assigns). WITNESSETH: That Grantor, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) to it in hand paid by Grantee, the receipt of which is hereby acknowledge, has granted, bargained, and sold and conveyed to Grantee, and its successors and assigns, all of the Grantor's right, title and interest in and to the real property (the "Property") situated in Okeechobee County, Florida, legally described on Exhibit "A" attached hereto and by this reference is incorporated herein. TO HAVE AND TO HOLD the Property, with all improvements thereon, unto Grantee, and its successors and assigns, in fee simple forever. AND Grantor does hereby warrant to Grantee that the Property is free from all liens and encumbrances except those Permitted Encumbrances listed on Exhibit "B" attached hereto and by this reference incorporated herein, without re -imposing the same. AND Grantor does hereby specially warrant the title to the Property, and will defend the same against the lawful claims of all persons whomsoever claiming by, through, or under the Grantor. Signed, Sealed and Delivered in the Pres�of: 1 —Si FJrinted Name) (W.tness 2,— Signja� eey jj..,,,, " n .,.1/) Il '' If i lb (Witness 2 — Printed Name) SOUTHERN MANAGEMENT CORPORATION, a Florida corporation By: George KA. Royal, Presideht (Corporate Seal) Book818/Page923 CFN#2019000375 Page 1 of 5 STATE OF FLORAQA. COUNTY OF rA The foregoing instrument was acknowledged before me on January % , 2019, by GEORGE M. ROYAL, as the President of SOUTHERN MANAGEMENT CORPORATION, a Florida corporation, who acknowledged that he executed the same for and on behalfJef SOUTHERN MANAGEMENT CORPORATION, a Florida corporation, and, who is: ✓ personally known to me or who has provided a Florida driver's license as identification (check one). (Sigr�atGr -My Print Namt CIA My Commission Ex Tres: My Commission Number is: 040 :;y►.GARY S. DUNAY I , MY COMMISSION # GG 19 ;•a P`= D�IRES: March 21,202]]2 Thru Notary Public Und Book818JPage924 CFN#2019000375 Page 2 of 5 EXHIBIT A LEGAL DESCRIPTION BK # 6400 All that parcel of land lying South of State Road #70 (North Park Street), West of Taylor Creek, East of S.E. 6th Avenue (Meridith Avenue), as now constructed and maintained, and North of the South line of Lot "D", Block 252, according to the Plat thereof as recorded in Plat Book 2, page 4, public records of Okeechobee County, Florida. Lying in Sections 15 and 22, Township 37 South, Range 35 East, being more particularly described as follows: Commence at the Southwest corner of said Section 15, bear N 00°05'11" W to the centerline of State Road #70 (North Park Street), a distance of 60.96 feet; Thence bear N 89054'49" E along the said centerline of S.R. #70 (North Park Street) to the intersection with the southerly extension of the centerline of N.E. 6th Avenue, a distance of 1479.53 feet; Thence bear S 00°05'11" E to the South right-of-way line of S.R. #70 (North Park Street) as now maintained and located, a distance of 49.44 feet; Thence bear S 89050'26" E along the said South right-of-way line of S.R. #70 (North Park Street), a distance of 20.00 feet to the POINT OF BEGINNING; Thence continue S 89050'26" E along the South right-of-way line of S.R. # 70 (North Park Street), a distance of 30.35 feet; Thence bear S 86139'10" E along the South right-of-way line of S.R. #70 (North Park Street), a distance of 200.35 feet; Thence bear N 89154149" E along the South right-of-way line of S.R. #70 (North Park Street) to the intersection with the top of bank of Taylor Creek, a distance of 202.00 feet; Thence southwesterly along the top of bank of Taylor Creek to the intersection with the South line of said Lot "D", Block 252. Said intersection point bears S 33°04149" W, a distance of 589.54 feet from aforesaid point on the South right-of-way line of S.R. #70 (North Park Street); Thence bear S 89154'49" W along the South line of said Lot "D" to the East right-of-way line of S.E. 6th Avenue, a distance of 167.00 feet; Thence bear N 00009'25" W along the East right-of-way line of S.E. 6th Avenue, a distance of 200.00 feet to the Northwest corner of Lot "A", of said Block 252; Thence bear N 18°43'43" E along the said East right-of-way line of S.E. 6th Avenue, a distance of 179.75 feet; Thence bear N 00110'06" W along the East right-of-way line of S.E. 6th Avenue as now maintained, a distance of 135.48 feet to the POINT OF BEGINNING. LESS AND EXCEPT that part conveyed to Look There, Inc., a Florida corporation, by Warranty Deed recorded July 14, 2005 in Official Records Book 570, Page 59, of the Public Records of Okeechobee County, Florida. 3 Book818/Page925 CFN#2019000375 Page 3 of 5 All the above being more particularly described as follows: AS SURVEYED LEGAL DESCRIPTION: COMMENCE at the Southwest corner of Section 15, Township 37 South, Range 35 East, Okeechobee County, Florida; thence North 00°05'11" West along the east line of said Section 15 a distance of 60.96 feet; thence North 89154'49" East a distance of 1479.53 feet; thence South 00°05'11" East a distance of 49.44 feet; thence South 89150'26" East a distance of 20.00 feet to a nail and cap marking the intersection of S.E. 6th Avenue (Variable width right of way) with the Southerly right of way of N.E. Park Street (Variable width right of way) and the POINT OF BEGINNING of the following described parcel: thence along said Southerly right of way line the following courses: South 89150'32" East a distance of 30.35 feet to a nail and cap; thence South 86139'10" East a distance of 200.09 feet to a nail and cap; thence North 89155'05" East a distance of 202.00 feet to a rebar marking the intersection of said Southerly right of way line with the Westerly Top of Bank of Taylor Creek; thence South 68137'28" West along said Top of Bank a distance of 118.73 feet to a rebar; thence South 41051'32" West along said Top of Bank a distance of 119.23 feet to a rebar; thence South 17013'13" West along said Top of Bank a distance of 32.71 feet to a rebar; thence South 48147'42" West along said Top of Bank a distance of 46.99 feet to a rebar; thence North 89047'26" West a distance of 221.17 feet to a rebar on the aforesaid Easterly right of way of S.E. 6th Avenue; thence North 18150'29" East along said Easterly right of way line a distance of 74.76 feet to a rebar, thence North 00002'22" East a distance of 134.19 feet to the POINT OF BEGINNING. 4 Book818/Page926 CFN#2019000375 Page 4 of 5 EXHIBIT "B" Permitted Encumbrances 1. General or special taxes and assessments required to be paid in the year 2019 and subsequent years, which are not yet due and payable. 2. Easement in favor of Florida Power & Light Company recorded in Official Records Book 240, Page 421, of the Public Records of Okeechobee County, Florida, and shown on that certain Survey prepared by Briggs, Washington & Thompson Land Surveying, Inc., dated August 13, 2018, and last revised November 20, 2018 under Job Order No: 18-173. 3. The following matters as shown on that certain Survey prepared by Briggs, Washington & Thompson Land Surveying, Inc., dated August 13, 2018, and last revised January 3, 2019 under Job Order No: 18-08-15-02002: a. Curbing and pavement encroach into the parking and driveway setback by 9.6 feet. r 5 Book818/Page927 CFN#2019000375 Page 5 of 5 0 10'� Asphalt Pavement N 89°54'49" E 1479.53'(D) „���b - - - 2 rb• ..a...., p. 22 I 'L2° 2 pti° , .. 340 .y�' �� -Centerlines - - - `Zn' �� x 2�1 IZ- z �Iro --2rb�tKN. 2��� N.E. Park Street „ „ 2�. w o I I o P.O. B. of 2 2 ° 2 Zone X » DD TAT Zone SHADED -X 010 SetNail3035(D & M) Variable Width Public R YY 01 �,' I I i & Cap �1h 3�Dr � SITE BENCHMARK �/ o I ,5%2� 2� �� Set Nail with 2 8p No. 7563 0 � Asphalt Pavement of N.E. SoutherlyaRkgStreetht of Way�ne ACCESS til N 89°54'49" E 202.00' D & ti 2�''2jZ�lO 2,ti1�� 22Z�h3 i () Metal Guard Rail 22��°, 2 10 S 89 0 2 O N o6 OE° 2 a y '' ° tit^ 2: 2 20 O Cap 1 OE—I$L- 0 °•OE • , ..?� �... O a 3 2 of ° 2 �; ® top ,�, S 86 39'10" E IQ) I 10' Porki & Dnvew OE, _ OE e.: q, Set 1/2" Rebar + Setbac Line 15 Elec i Easement ell,'3' 1 I ®I 2 p,• '3 4 O— . Fd. Nail =f0"-� 4 all ® �,L�i 12 �aP B 2 N o_-� 23 - �� 200.09 (M) Sto �n�er Sign- ' - -�;- - - . _ ® O.R. 240, Page 42 T- 22 IRM° 1�0 3~� 00 1h 12 Signn oT� 20 Front Buildi Southwest corner of c N I o �� x 2 2 x 2 x 2 c��x SRS ack Line x x x 22 7 Tall x x _ Q °®� I �1 2 2n' 1 2 ,30 2�' 1 "3' Sign / ; '1 g4 / QQoQ� Section 15 -37S -35E. E I I +,.� v I 4 -_ I q,`3' ?,2 2 2 2,2' g r�, 20 - � o Aon� Cn z z �Z' bti�olo titti l 2`�'3�p� �/ 2'� Propane / / 1 g / azaI I c a W 0 0 / 2 D 2h 1 .Z tx 23• o �2 1 o Tank -� _ 0 0 0 2 2 rx L 2 1 h let' 1/2" Re o �- / ti x / X I m L_ >,� o o •� ?; ? .. ° :.Z, 1� �,ho tK q� / w� ®I E �4�, o rn0 3 a x2 x2 x x2ti �� r °i xti / ® w N ®I �° v q °' h / ��ti '��� 16 i omm i w� Z, 2 x2 ti� I,'a. / 220 �/ X03 /CO o / cos ° r r I tk ;n/ I o12 21 hn� p / rOo� i �2 0 / �� x rOh / Qd I o N I I �, w 2 M x 2 x 22 ?' 22 x 27' x 2ti x x ��1 ti Q, I I a l I I 1 Story 2°c G SITE BENCH K ti °�° d 2� �ti2 Stucco i / / / , / O� 2 t7 x 2 > �, /Building r° �2 / N.W. Corner of rete Ba 3 `. 2 a 2� D' 48 / 2 0_ 2� 12 ' 4,2,720 Sq. Ft.,� ti 2� �0 14 �0 2,. �3 ,Z�,�� O,Zo 2 -, El. 24.64'' I 20.0'- x 2 N / Height: 12.0' 'Lc�, 2' 2' x 22• `L 22 r x �' ° �Top of Wall: 16.5' x 2 Q9 x 2 I�1' jF.F.E.= 25.31% x,Z2 j / / �/ x 18„ 2t '3 °iti a22 / 1 E t. Zone/„X„/'lne AD �' / /1 g ' t� / �0 2 x 22 x �/ / N o �ti h 23 0, 5O �� °i b / I 2'. I ® ® 2 rbh tx 22� N/ x Z,`Z x 2�' x /x ti .//X ^I OIO lb 23�? 2 I D.` 37.8' p'� b '3 ?� Q h o.Freezer p”. 0 2 yZ ... 2 ' h2 / d ;1/2”. 2�, X x i 9. \\ 2 �~ a 2' �•� 0), /'9' / // x tit• c°' 3 x 2 gt 3 2' 2 ti� / a. / ellar. , . ,.. Sto 6' BI ck/ �2� eti o x 2 �0 2� x@/ ,•� '&. mai. Si / Stucco11WallFt14.9'7 ` q22 ��--�c2,`L /S t 2" b/ �r e,, ' <v. 20' Front Bull Dumspter 3`PowerZ rL. "� v ° Setbac Line g ��Area 1�2~ i Hei ht Pad �ti�2 oti I c� Q .., . 3 / 0y c� 3 Ztx 9 8 _B�e c(/ 2' 0 b tKK 1>11) .' x2..• 2 ?,. 2,Z'32 ,��• Clearance 2�, 1 x x 27' x2 S eakelr� Pos ucco W�II 2 2' 2 d g / h� �, 2' x P x �� XQ` �9 x2; x2 x ti tip/ / �'R.°23Menu S- n' D 'R r _ 4�n cD�� V i I a.i ... _ 2• 2 3 3 3 3° °' 22'r� 20'- � 2 ,Lti Sign � ti 2' 2' � 27'• _ _ ��l /� `_ . - / lb I ' Q) I S 2 I 2 2 2 2 G„ 2R ectiar / 4 + 2g N 0 , o, 20' 7'V'\ - -��� 27' 2�'� 3 r� ^Q r x ° v� 2 23 o h / c / 23.20' RearuildinSetback Linei 11�x 2'� x 2X q,2' x 2q' `�' xX,ti% xlo 16 ti / 232 Fd. i/2" - 23 �� 16"° i x 2 ® xx2 Cj� ® Rebar qn' N 89 47'26" W 221.17'(M) 22�� 2222/ 3 S 89°54'49" 221.23'(D) 0 d. 1/2" Rebar / /P.O.B. of fin' '���? ro2� DESCRIPTION: I �/ q N Less & Except N N 4 `5 All that parcel of land lying South of State Road #70 (North Park Street), West of Taylor 0 Creek, East of S.E. 6th Avenue (Meridith Avenue), as now constructed and maintained, and �/ o Look There Inc. JK North of the South line of Lot "D", Block 252, according to the Plat thereof as recorded in 3r o I & ^ O.R. Book 570, Page 59 / / / Plat Book 2, page 4, public records of Okeechobee County, Florida. Lying in Sections 15 and a_ ^� / / /� 22, Township 37 South, Range 35 East, being more particularly described as follows: Xo 0Dy C' Commence at the Southwest corner of said Section 15, bear N 00.05'11" W to the I 0NY"�- �///�0 centerline of State Road #70 (North Park Street), a distance of 60.96 feet; o ° 1 �`1 I �00 m °'.) w j �, Thence bear N 89'54'49" E along the said centerline of S.R. #70 (North Park Street) to the U m /r /�� intersection with the southerly extension of the centerline of N.E. 6th Avenue, a distance of I o/ �� / / ps 1479.53 feet; Thence bear S 00°05'11' E to the South right—of—way line of S.R. #70 (North WNp Z/ I 10x35' Electric Easement / °0 Park Street) as now maintained and located, a distance of 49.44 feet; Sch. B-2, Exc. No. 8 / O.R. Book 240, Page 421 Thence bear S 89°50'26" E along the said South right-of-way line of S.R. #70 (North Park I / I Less & Except / r / Street), a distance of 20.00 feet to the POINT OF BEGINNING; O.R. Book 570, Page 59 / / Thence continue S 89°50'26" E along the South right—of—way line of S.R. # 70 (North Park Street), a distance of 30.35 feet; — — — — — — — — — Thence bear S 86'39'10" E along the South right—of—way line of S.R. #70 (North Park --- ------ i / Street), a distance of 200.35 feet; I _ _ _ .. / r / Thence bear N 89'54'49" E along the South right—of—way line of S.R. #70 (North Park r / Street) to the intersection with the top of bank of Taylor Creek, a distance of 202.00 feet; 16' Electric Easement / Sch. B-2, Exc. No. 8 Zone "X"/Zone / Thence southwesterly along the top of bank of Taylor Creek to the intersection with the O.R. Book 240, Pae 421 / "SHADED—X" I 9 / South line of said Lot "D", Block 252. Said intersection point bears S 33°04'49" W, a II SCALE: 1 = 30' r / distance of 589.54 feet from aforesaid point on the South right—of—way line of S.R. #70 / / (North Park Street); 0 30 60 90 / / Thence bear S 89°54'49" W along the South line of said Lot "D" to the East right—of—way II / line of S.E. 6th Avenue, a distance of 167.00 feet; — — — — — — — — — — — — — — — — — — — — — — — — — — — — / � // �Q' Thence bear N 00'09'25" W along the East right—of—way line of S.E. 6th Avenue, a distance �� of 200.00 feet to the Northwest corner of Lot "A", of said Block 252; IS I / Thence bear N 18'43'43" E along the said East right—of—way line of S.E. 6th Avenue, a I .I / / ti0 distance of 179.75 feet; 10'x35' Electric Easement I 'I Sch. B-2, Exc. No. 8 Thence bear N 00'10'06" W along the East right—of—way line of S.E. 6th Avenue as now O.R. Book 240, Page 421 / maintained, a distance of 135.48 feet to the POINT OF BEGINNING. o I oI.® — — — p I // LESS AND EXCEPT that part conveyed to Look There, Inc., a Florida corporation, by Warranty I I Deed recorded July 14, 2005 in Official Records Book 570, Page 59, of the Public Records of Okeechobee County, Florida. cn o ' — — — — — — — — — — — — — — — — — — — — — — — — — — — --/ All the above being more particularly described as follows: AS SURVEYED LEGAL DESCRIPTION: 01� I �I / 0 I co / / COMMENCE at the Southwest corner of Section 15, Township 37 South, Range 35 East, C - I II / I / Okeechobee County, Florida; thence North 00°05'11" West along the east line of said Section -I 15 a distance of 60.96 feet; thence North 89°54'49" East a distance of 1479.53 feet; d 1,:, I II I / thence South 00'05'11" East a distance of 49.44 feet; thence South 89'50'26" East a / Rim El.= 22.00' distance of 20.00 feet to a nail and cap marking the intersection of S.E. 6th Avenue ® IF81 i / Bottom El.= 19.60' (Variable width right of way) with the Southerly right of way of N.E. Park Street (Variable E. Invert El.= 19.85' (12" R.C.P.) width right of way) and the POINT OF BEGINNING of the following described parcel: thence along said Southerly right of way line the following courses: South 89'50'32" East a distance of 30.35 feet to a nail and cap; thence South 86.39'10" East a distance of 200.09 feet to L — — — — — — — — — — — — — — — — — — — — — — — — — — I / Rim El.= 21.66'a nail and cap; thence North 89'55'05" East a distance of 202.00 feet to a rebar marking I / Bottom El.= 18.86,the intersection of said Southerly right of way line with the Westerly Top of Bank of Taylor W. Invert El.= 19.08 (12" R.C.P.) Creek; thence South 68°37'28" West along said Top of Bank a distance of 118.73 feet to a W. Invert El.= 21.70' (4 P.V.C.) rebar; thence South 41'51'32" West along said Top of Bank a distance of 119.23 feet to a X2 / rebar; thence South 17°13'13" West along said Top of Bank a distance of 32.71 feet to a �q rebar; thence South 48.47'42" West along said Top of Bank a distance of 46.99 feet to a op xlti I / Rim El.= 21.61' rebar; thence North 89.47'26" West a distance of 221.17 feet to a rebar on the aforesaid I o I I I / / Bottom El.= 19.47' Easterly right of way line of S.E. 6th Avenue; thence North 18'50'29" East along said I o V /S— Sewer Cleanout Easterly right of way line a distance of 74.76 feet to a rebar; thence North 00'02'22" East Z� 1 I / S 89°54'49" Wa distance of 134.19 feet to the POINT OF BEGINNING. Rim El.= 24.61' �2 11.77' Bottom El.= 20.11' I® ®' x2 I I x1'11 Bottom El.= 20.11' Property surveyed and shown hereon is the some property as described in title commitment N 89°54'49" E 155.23'(D) number 17050121, dated December 14, 2018, revised December 21, 2018 prepared by Old LINE BEARING R/W DISTANCE L1 S 68°37'28" W 118.73' L2 S 41°51'32" W 119.23' L3 S 17° 13' 13" W 32.71 ' L4 S 48.47'42" W 46.99' S 89°54'49" W 167.00'(D) Look There Inc. O.R. Book 570, Page 59 Republic National Title Insurance Company. Zone "X" 10, Zone "SHADED—X" Look There Inc. O.R. Book 570, Page 59 MISCELLANEOUS NOTES AND SURVEYOR'S REPORT: 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF N.E. PARK STREET BEING S 86°39'10" E, AS PER THE LEGAL DESCRIPTION. 2. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 3. ALL UTILITIES SHOWN HEREON ARE BASED ON SURFACE EVIDENCE. ANY UTILITIES NOT SHOWN ARE LACKING SURFACE EVIDENCE TO MAKE A DETERMINATION OF LOCATION IN THE FIELD. 4. THE NORTHERLY BOUNDARY LINE OF THE SUBJECT PROPERTY IS THE SAME AS THE SOUTHERLY RIGHT OF WAY LINE OF N.E. PARK STREET AND THE WESTERLY BOUNDARY LINE IS THE SAME AS EASTERLY RIGHT OF WAY LINE OF RIVER STREET. 5. THE ORIGINAL DRAWING FROM WHICH THIS COPY WAS MADE IS AT THE SCALE SHOWN HEREON, HOWEVER IN THE PROCESS OF REPRODUCTION, THIS SCALE MAY BE SLIGHTLY REDUCED, ENLARGED, OR OTHERWISE DISTORTED FROM ITS ORIGINAL SCALE. 6. THIS SURVEY WAS PREPARED USING CONVENTIONAL SURVEYING METHODS AND NONE OF THE METHODOLOGY ALLOWED UNDER NO. 15 OF TABLE A OF THE 2016 ALTA/NSPS SURVEYING REQUIREMENTS WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. 7. UNLESS OTHERWISE SHOWN ON SURVEY: (A) THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. (B) THERE IS NO OBSERVABLE EVIDENCE NOR INFORMATION PROVIDED INDICATING CHANGES IN STREET RIGHT OF WAY LINES. (C) THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. (D) THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, SANITARY LANDFILL OR CEMETERY. 8. NO EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. 9. ADDRESS WAS OBSERVED IN THE FIELD ON BUILDING. 10. FROM A VISUAL INSPECTION ONLY, ALL UTILITIES APPEAR TO ENTER THE SUBJECT PROPERTY FROM A PUBLIC RIGHT OF WAY. 11. THERE ARE NO DISCREPANCIES BETWEEN THE BOUNDARY LINES SHOWN ON THIS SURVEY AND THE LEGAL DESCRIPTION CONTAINED IN THE TITLE COMMITMENT. 12. THE BOUNDARY LINE DIMENSIONS AS SHOWN ON THIS SURVEY MAP FORM A MATHEMATICALLY CLOSED FIGURE WITHIN +/- 0.1 FOOT. 13. IF THE SUBJECT PROPERTY IS COMPRISED OF MULTIPLE PARCELS, THE PARCELS ARE CONTIGUOUS ALONG THEIR COMMON BOUNDARIES AS SHOWN ON THIS SURVEY, AND THERE ARE NO GAPS, STRIPS OR GORES IN SAID PROPERTIES. 14. THE BOUNDARY LINES OF THE SUBJECT PROPERTY ARE CONTIGUOUS WITH THE BOUNDARY LINES OF ALL ADJOINING STREETS, HIGHWAYS, RIGHTS OF WAYS AND EASEMENTS, PUBLIC OR PRIVATE, AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTIONS OF RECORD. 15. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988) DETERMINED BY G.P.S. OBSERVATIONS DERIVED FROM TIES TO THE FLORIDA DEPARTMENT OF TRANSPORTATION F.P.R.N. RTK NETWORK. FLOOD ZONE: AS PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 120178 0480 C, DATED JULY 16, 2015, THE SUBJECT PROPERTY LIES IN ZONE "X & SHADED -X", BY SCALE LOCATION ONLY. LAND AREA: THE LAND AREA IS 57,601 SQUARE FEET OR 1.32 ACRES. SOURCE OF ZONING DATA: THE CITY OF OKEECHOBEE, FLORIDA ZONING DEPARTMENT PHONE: 863-763-9820 ZONING: THE CURRENT ZONING IS CHV (HEAVY COMMERCIAL) THE CURRENT ZONING ALLOWS FOR THE CURRENT USE OF THE PROPERTY AS A BURGER KING (OR SIMILAR) RESTAURANT. BUILDING SETBACK REQUIREMENTS: FRONT 20 FEET TO BUILDINGS; 10 FEET TO PARKING & DRIVEWAYS SIDE 8 FEET OR 20 FEET ABUTTING RESIDENTIAL REAR 10 FEET OR 20 FEET ABUTTING RESIDENTIAL BUILDING HEIGHT RESTRICTION: 45 FEET (UNLESS A SPECIAL EXCEPTION IS GRANTED) PARKING SPACE TABLE: REGULAR PARKING SPACES: 41 HANDICAP PARKING SPACES: 2 TOTAL: 43 PARKING SPACE REQUIREMENTS: 1 SPACE PER 75 SQ. FT. OF FLOOR AREA. Because there may be a need for interpretation of the applicable zoning codes, we refer you to the City of Okeechobee, Florida and the applicable zoning codes. BUILDING AREA: EXTERIOR FOOT PRINT AT GROUND FLOOR IS 2,720 SQUARE FEET. ACCESS NOTE: ACCESS TO THE SUBJECT PROPERTY IS BY PUBLIC RIGHTS OF WAY OF S.E. 6TH AVENUE. AND N.E. PARK STREET. ENCROACHMENTS: OA CURBING AND PAVEMENT ENCROACH INTO THE PARKING AND DRIVEWAY SETBACK BY 9.6'. I11111xOD10111 P.O.C. = Point of Commencement P.O.B. = Point of Beginning Fd = Found CM = concrete monument I.P. = iron pipe O = set 1/2" rebar with cap No. 7563 • = found rebar or iron pipe as indicated ■ = found concrete monument as indicated A = found nail as indicated A = set nail with cap No. 7563 X — = fence R/W = right-of-way D) = deed bearing and/or distance M) = measured bearing and/or distance P = plat bearing and/or distance y. = concrete area = canopy or covered area = power pole = guy anchor F = light pole CCP = fire hydrant Q = water meter Q = water valve p = telephone pedestal QQ = sanitary sewer manhole ® = sanitary sewer cleanout s = stormwater manhole ■ = grease trap manhole Q = sign ❑E = electric meter p = gas valve p = gas meter ® = catch basin or curb inlet Q = site benchmark —0E— = overhead powerline R = radius D = delta (or central angle) L = arc length Ch: = chord bearing and/or distance O = man hole xr = palm tree ® = oak tree © = unknown tree • = pine tree R.C.P. = reinforced concrete pipe N.E. Park Street SC: ITE Q c � oo 00 Q vc ao o� uwi N 604 N.E. Park Street Okeechobee, FL VICINITY MAP NOT TO SCALE OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 17050121, DATED DECEMBER 14, 2018, REVISED DECEMBER 21, 2018. SCHEDULE B - SECTION 2, EXCEPTIONS PERTAINING TO THIS SURVEY 8. Easement in favor of Florida Power & Light Company recorded in Official Records Book 240, Page 421, of the Public Records of Okeechobee County, Florida. PLOTTED HEREON. ALTA/NSPS 2016 CERTIFICATION TO: Bravoflorida, LLC, Gibbons Neuman Bello Segall Allen & Halloran, PA, Bank of America, N.A., as Administrative Agent, Old Republic National Title Insurance Company and The Matthews Company, Inc. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS' Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10(a), 13, 14, 16, 17 and 20 of Table A thereof. The fieldwork was completed on August 13, 2018. Date of Plat or Map: August 13, 2018 - DAVID A. RIGGS PROFESSIONAL SURVEYOR AND MAPPER NO. 5890 STATE OF FLORIDA The property described and shown hereon is the some property described in Old Republic National Title Insurance Company Title Commitment No. 17050121 dated December 14, 2018, revised December 21, 2018. BRIGGS, WASHINGTON & THOMPSON LAND SURVEYING, INC. 406 SW Rutledge Street P.O. Box 263 Madison, FL 32340 LB No. 7563 850-973-6186 800-882-8396 Fax: 850-973-6931 FB - See Folder DWG file: 18-173.dwg Calc File: 18-173.crd Okeechobee Co., FL Drawn by: SEB B-2 by: DAB Job Order No: Field work completed: August 13, 2018 18-17300 % This survey has been prepared solely for the benefit of the parties set forth in this Surveyor's Certification and may not be quoted or relied upon by, nor may copies be delivered to, any other party or used for any other purpose including, without limitation, the preparation of zoning reports or any other third party reports, without The Matthews Company, Inc. and Briggs, Washington & Thompson Land Surveying, Inc.'s prior written consent. The Matthews Company, Inc. and Briggs, Washington & Thompson Land Surveying, Inc. expressly disclaims any duty or obligation towards any party that is not identified in this Surveyor's Certification. Please be advised that The Matthews Company, Inc. and Briggs, Washington & Thompson Land Surveying, Inc. will not include the providers of any third party reports in the Surveyor's Certification. \ * FIC°q�� s No. 5890 a STATE OF a �N✓p� . LORVD4' 9L SVRVEYOi "ALTA/NSPS LAND TITLE SURVEY" PREPARED FOR: 1 nc.° THE MAToo_fH EW S COMPANY 17220 Newhope Street, Suites 108-110, Fountain Valley, CA 92708 Tel: (714}979-7181 Fax: (714),641-2840 www.thematthewscompany.com JR: N .: 18-08-15-02002