Loading...
2019-01-17CITY OF OKEECHOBEE PLANNING BOARD/BOARD OF ADJUSTMENT CITY HALL, 55 SE 3R0 AVENUE, ROOM 200, OKEECHOBEE, FLORIDA 34974 SUMMARY OF BOARD ACTION FOR JANUARY 17, 2019 PAGE 1 OF 12 AGENDA ACTION - DISCUSSION -VOTE I. CALL TO ORDER — Chairperson. Regular Meeting, January 17, 2019, 6:00 P.M. II. OPENING CEREMONIES: Pledge of Allegiance led by Chairperson Hoover. III. CHAIRPERSON, MEMBER AND STAFF ATTENDANCE — Secretary. Chairperson Dawn Hoover Vice Chairperson Doug McCoy Board Member Elbert Batton Board Member Phil Baughman Board Member Karyne Brass Board Member Mac Jonassaint Board Member Les McCreary Board Attorney John R. Cook City Planning Consultant Bill Brisson, Senior Planner Board Secretary Patty Burnette IV. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON — Attorney Cook. A. 1. Open the floor to receive nominations for a chairperson to serve a two-year term. 2. Close the floor for nominations. 3. a) Motion to appoint one of the nominees to serve as Chairperson. b) Vote on motion. Chairperson Hoover called the January 17, 2019, regular meeting to order at 6:03 P.M. The Pledge of Allegiance was led by Chairperson Hoover. Board Secretary Burnette called the roll: Present Absent (entered chambers at 6:05) Present Present Present Present Present Present Present Present (Ms. Dunham, General Services Secretary, in attendance as well) Chairperson Hoover opened the floor to receive nominations for Chairperson. Members McCreary and Jonassaint nominated Dawn Hoover to continue to serve as Chairperson. No other nominations were offered. Chairperson Hoover closed the floor for nominations. Member Baughman made a motion to appoint Member Hoover to serve as Chairperson for a two year term, beginning January 17, 2019; seconded by Member Jonassaint. There was no discussion on this item. VOTE HOOVER - YEA JONASSAINT - YEA MCCOY - ABSENT BATTON - YEA BAUGHMAN - YEA BRASS - YEA MCCREARY-YEA MOTION CARRIED. 191 192 AGENDA IV. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON CONTINUED. B. 1. Open the floor to receive nominations for a Vice Chairperson to serve a two-year term. 2. Close the floor for nominations. 3. a) Motion to appoint one of the nominees to serve as Vice Chairperson. b) Vote on motion. V. AGENDA — Chairperson. A. Requests for the addition, deferral, or withdrawal of items on today's agenda by Staff, Board Members or the Public. VI. MINUTES — Secretary. A. Motion to dispense with the reading and approve the Summary of Board Action for the December 20, 2018, regular meeting. VII. OPEN PUBLIC HEARING — Chairperson. A. Abandonment of Right -of -Way Petition No. 19 -001 -AC, 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 0.09± acres (Exhibit 1) JANUARY 17, 2019 - PLANNING BOARD/BOARD OF ADJUSTMENT - PAGE 2 OF 12 ACTION - DISCUSSION - VOTE Chairperson Hoover opened the floor to receive nominations for Vice Chairperson. Member McCreary nominated Doug McCoy to continue to serve as Vice Chairperson. No other nominations were offered. Chairperson Hoover closed the floor for nominations. Member Baughman made a motion to appoint Member McCoy to serve as Vice Chairperson for a two year term, beginning January 17, 2019; seconded by Member Brass. There was no discussion on this item. VOTE HOOVER — YEA MCCOY — YEA BATTON — YEA BAUGHMAN — YEA BRASS — YEA JONASSAINT — YEA MCCREARY — YEA MOTION CARRIED. Chairperson Hoover congratulated Mr. McCoy. Chairperson Hoover asked whether there were any requests for the addition, deferral, or withdrawal of items on today's agenda. Hear Quasi -Judicial Public Hearing Item "D" before Item "C" as the Applicants for Wawa have been present since attending the Technical Review Committee Meeting this morning. There are no objections from the Applicants for Item "C". Member Brass moved to dispense with the reading and approve the Summary of Board Action for the December 20, 2018, regular meeting; seconded by Member McCoy. There was no discussion on this item. VOTE HOOVER — YEA MCCOY — YEA BATTON — YEA BAUGHMAN — YEA BRASS — YEA JONASSAINT — YEA MCCREARY — YEA MOTION CARRIED. CHAIRPERSON HOOVER OPENED THE PUBLIC HEARING AT 6:07 P.M. Abandonment of Right -of -Way Petition No, 19 -001 -AC, requests to vacate the 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, ccntaining 0.09± acres. 1 AGENDA VII. PUBLIC HEARING ITEM CONTINUED. A. 1. Review TRC Recommendation for Petition No. 19 -001 -AC. • 2. Hear from the Property Owner or Designee/Agent - Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. 3. Public comments or questions from those in attendance, or submitted to the Board Secretary. 4. Disclosure of Ex -Parte Communications by the Board. 5. a) Consider a recommendation to the City Council to approve or deny Petition No. 19-001-R. JANUARY 17, 2019 - PLANNING BOARDIBOARD OF ADJUSTMENT - PAGE 3 OF 12 193 ACTION - DISCUSSION - VOTE Chairperson Hoover yielded the floor to Planner Brisson, who explained the Applicant, Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave Holdings, LLC, are requesting to abandon the alleyway. Lois 1 to 4 of Block 156 are owned by 205 N. Parrot Ave Holdings, LLC, Lots 5 to 10 are owned by JMass Management, LLC, and Lots 11 and 12 are owned by David R. Watford. All the adjoining property owners have no objection to vacating the Alleyway and are currently in negotiations to sell Lots 1 to 4 and 7 to 12. The Petition was reviewed this morning at the January 17, 2019, Technical Review Committee Meeting, and a recommendation was made for approval. Planning Staff is recommending approval based on the following responses to the required findings. The property is designated Commercial on the Future Land Use Map (FLUM) and Central Business District (CBD) on the Zoning Map. The alley is not the sole means of access to any property. The two adjoining properties to the north are provided access via either Northwest 3rd Avenue or Northwest 2nd Street. The abandonment is in the public interest and provides a benefit to the City as it will provide redevelopment of an underutilized centrally located property within the downtown area to a more economically viable use resulting in an increase in taxable property values. Finally, there will need to be easements reserved for the Okeechobee Utility Authority (OUA), Florida Power and Light, Comcast, and a proposed Florida Public Utility easement. Chairperson Hoover asked whether the property owner or designee/agent wished to speak. Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., was in attendance on behalf of the Property Owners and available for questions. There were none. Chairperson Hoover asked whether there were any comments or questions from those in attendance. There were none. The Petition was advertised in the local newspaper, four signs were posted on the subject property and courtesy notices were mailed to eight surrounding property owners. Chairperson Hoover asked Board Members to disclose for the record whether they had spoken to anyone else regarding the Petition or visited the site. There were none. Motion and a second offered by Members Baughman and Batton to recommend approval to the City Council for Abandonment of Right -of -Way Petition No. 19 -001 -AC, to abandon the 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, containing 0.09± acres. 19 JANUARY 17 2019 - PLANNING BOARD/BOARD OF ADJUSTMENT - PAGE 4 OF 12 AGENDA • ACTION - DISCUSSION - VOTE VII. PUBLIC HEARING ITEM CONTINUED. 5. b) Board discussion for Petition No. 19 -001 -AC. Chairperson Hoaier asked whether there was any further.discussion. There was none. c) Vote on motion. VOTE HOOVER — YEA MCCOY — YEA BATTON — YEA BAUGHMAN — YEA BRASS — YEA JONASSAINT — YEA MCCREARY — YEA MOTION CARRIED. The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively scheduled for February 19, 2019, 6:00 P.M. QUASI-JUDICIAL ITEM: B. Rezoning Petition No. 19-001-R, from Commercial Business District to Rezoning Petition No. 19-001-R is being requested by the Applicant, Mr. Steve Lipofsky, P.E., Southeast Heavy Commercial for Lots 1 to 4 and 7 to 12 of Block 156, Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Holdings, LLC, to rezone from CBD to Heavy Commercial (CHV) on 1.63± acres located in the 200 Block of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest West North Park Street, for the proposed use of a convenience store with fuel pumps. Park Street, for the proposed use of a convenience store with fuel pumps (Exhibit 2). 1. Administer of Oath (anyone intending to offer testimony on Petition No. This being a quasi-judicial proceeding, Notary Public Patty Burnette administered an oath to those intending to offer 19-001-R will be required to take an oath, respond, and give your full name testimony, all responded affirmatively, and stated their names and addresses for the record: Bill Brisson, Senior and address) — Board Secretary. Planner, LaRue Planning and Management, 1375 Jackson Street, Suite 206, Fort Myers, Florida, Mr. Shaun MacKenzie, 1172 Southwest 30th Street, Palm City, Florida, Mr. Steve Lipofsky, 2655 North Ocean Drive, Singer Island, Florida, Mr. Robert Grassman, 7022 Tic Drive, Orlando, Florida, and Mr. Marcos Montes De Oca, City Administrator for the City of Okeechobee, Florida. 2. Review Planning Staff Report — recommending approval. Planner Brisson reviewed the Planning Staff Report stating he finds the Application to be consistent with the City's Comprehensive Plan, reasonably compatible with adjacent uses, and consistent with the urbanizing pattern of the area. He is recommending approval to change the zoning to CHV for the 1.72 acre piece of property. 3. Hear from the Property Owner or Designee/Agent - Mr. Steve Lipofsky, Chairperson Hoover asked whether the property owner or designee/agent wished to speak. Mr. Steve Lipofsky, P.E., P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Southeast Investments, Inc., was in attendance on behalf of the Property Owners and available for questions. There Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, were none. LLC. 4. Public comments or questions from those in attendance, or submitted to Chairperson Hoover asked whether there were any comments or questions from those in attendance. There were the Board Secretary. none. The Petition was advertised in the local newspaper, four signs were posted on the subject property and courtesy notices were mailed to eight surrounding property owners. AGENDA VII. PUBLIC HEARING -QUASI-JUDICIAL ITEM CONTINUED. 5. Disclosure of Ex -Parte Communications by the Board. 6. a) Consider a recommendation to the City Council to approve or deny Petition No. 19-001-R. JANUARYI7, 2019 - PLANNING BOARDIBOARD OF ADJUSTMENT - PAGE 5 OF 12 195 ACTION - DISCUSSION - VOTE Chairperson Hoover asked Board Members to disclose for the record whether they had spoken to anyone else regarding the Petition or visited the site. There were none. Planning Staffs findings are as follows: The proposed rezoning is consistent with the Comprehensive Plan. The request involves a zoning change to CHV, which is a zoning district specifically cited in the Comprehensive Plan as appropriate for a property designated Commercial on the FLUM. The Applicant is proposing several uses for the site. Both the restaurant and convenience store are specifically listed as permitted uses however; a convenience store with fuel pumps is listed as a Special Exception use in this district. The Applicant is applying for a Special Exception to be reviewed concurrently with this Zoning request. The proposed use will not have an adverse effect on the public interest. Even though the proposed use is higher in intensity than the current use, will generate an increase in vehicle trips, and is likely to have some minimal impacts on the surrounding uses, the location is appropriate within the City. The requested CHV Zoning and proposed use is slightly more intense than the surrounding zoning designations and existing uses, though the proposed uses are not out of character for the North Park Street/State Road 70 (SR70) commercial corridor. The property to the immediate north of the subject property is designated Commercial on the FLUM and zoned Commercial Professional Office with the use being that of a church. The property to the east is designated Commercial on the FLUM and zoned CBD with the use being that of a Walgreens Store. The property to the south is designated Public Facilities on the FLUM and zoned Public Facilities with the use being that of a City Park. The property to the west is designated Commercial on the FLUM and zoned CBD with the use being that of an auto parts store. Since there is no surrounding residential, the proposed use should not be expected to adversely affect living conditions on adjacent or nearby properties. It is difficult to predict the effects on property values. However, the proposed site and landscape plans are nearly complete in compliance with City codes and the use should not deter the improvement or development of adjacent property. The Applicant is providing landscape buffering in accordance with the City's requirements with the exception of the west side of the building and loading zone. This deficiency was outlined in the site plan review and a recommended condition of the approval was a two -foot landscape strip to be added between the two. The proposed use will not create a density pattern that would overburden public facilities or create an inappropriate density pattern in the area as the applicant is not proposing a residential use. The proposed site does not contain any drainage deficiencies and public safety should not be affected by the proposed use. However, the proposed use will generate an increase of vehicle trips at the site and it is recommended that the Applicant should quantify the: existing queue on Northwest 2nd Avenue to ensure that there is no back-up onto North Park Street/SR70 as vehicles attempt to turn into the proposed Wawa. The proposed use has not been inordinately burdened by any unnecessary restrictions. 196 AGENDA VII. PUBLIC HEARING -QUASI-JUDICIAL ITEM CONTINUED. B. 6. a) Consider a recommendation to the City Council to approve or deny Petition No. 19-001-R continued, b) Board discussion. c) Vote on motion. D. Special Exception Petition No. 19 -002 -SE, to allow a convenience store with fuel pumps within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1,63± acres, located in the 200 Block of Northwest Park Street (Exhibit 4) 1. Administer of Oath (anyone intending to offer testimony on Petition No. 19 -002 -SE will be required to take an oath, respond, and give your full name and address) — Board Secretary. 2. Review Planning Staff Report — recommending approval with special conditions. JANUARY 17, 2019 - PLANNING BOARD/BOARD OF ADJUSTMENT - PAGE 6 OF 12 ACTION - DISCUSSION - VOTE Motion and a second offered by Members Baughman and Jonassaint to recommend approval to the City Council for Rezoning Petition No. 19-001-R, from CBD to CHV for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.72± acres, located in the 200 Block of West North Park Street, for the proposed use of a convenience store with fuel pumps. Chairperson Hoover asked whether there was any further discussion. There was none. VOTE HOOVER — YEA MCCOY — YEA BATTON — YEA BAUGHMAN — YEA BRASS — YEA JONASSAINT — YEA MCCREARY — YEA MOTION CARRIED. The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively scheduled for February 19, 2019, 6:00 P.M. Special Exception Petition No. 19 -002 -SE, to allow a convenience store with fuel pumps within a CHV Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.72± acres, located in the 200 Block of West North Park Street. The Petition was submitted by Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. This being a quasi-judicial proceeding, Notary Public Patty Burnette administered an oath to those intending to offer testimony, all responded affirmatively, and stated their names and addresses for the record: Bill Brisson, Senior Planner, LaRue Planning and Management, 1375 Jackson Street, Suite 206, Fort Myers, Florida, Mr. Shaun MacKenzie, 1172 Southwest 30th Street, Palm City, Florida, Mr. Steve Lipofsky, 2655 North Ocean Drive, Singer Island, Florida, Mr. Robert Grassman, 7022 Tic Drive, Orlando, Florida, and Mr. Marcos Montes De Oca, City Administrator for the City of Okeechobee, Florida. Planner Brisson reviewed the Planning Staff Report stating the matter for consideration is a 6,119 square foot Wawa convenience store with fuel pumps on the Northwest corner of North Park Street and Northwest 2nd Avenue. The 16 vehicle fueling positions will be under a 6,055 square foot canopy. The proposed use will also include a restaurant and a coffee shop prcv'ding both indoor and outdoor seating and take-out. The facility will be open 24 hours -a -day, seven days -a -week, with a total of about 25 to 30 employees. There will be between five and ten employees during each shift. Planner Brisson recommends approval based on the findings within the Planning Staff Report and the following special conditions; the Applicant should request approval by the TRC and City Council for replacement of the angled on -street parking spaces on the southside of Northwest 2nd Street with parallel parking spaces 23 -feet in length rather than 20 -feet proposed in the site plan; the proposed net reduction of three on -street parking spaces; AGENDA VII. PUBLIC HEARING -QUASI-JUDICIAL ITEM CONTINUED. 2. Review Planning Staff Report — recommending approval with special conditions for Special Exception Petition No. 19 -002 -SE continued. 3. Hear from the Property Owner or Designee/Agent - Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. 5. Disclosure of Ex -Parte Communications by the Board. 6. a) Consider a motion to approve or deny Petition with/without special conditions. JANUARY 17, 2019 - PLANNING BOARDIBOARD OF ADJUSTMENT - PAGE 7 OF 12 197 ACTION - DISCUSSION -VOTE per the recommendation of Ms. Susan O'Rourke, of O'Rourke Engineering & Planning, the Applicant should quantify the existing queue on Northwest 2nd Avenue to ensure that there is no back-up onto North Park Street/SR70 as vehicles attempt to tum into the Wawa; the setback of the underground fuel tanks from the south property line should, at a minimum, be increased from the proposed 12.5 -feet to 15 -feet; add a 2 -foot landscape strip between the building and the loading zone; and fuel deliveries shall be performed during non -peak traffic hours. Chairperson Hoover asked whether the property owner or designee/agent wished to speak. Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., was in attendance on behalf of the Property Owners and available for questions. There were none. Chairperson Hoover asked whether there were any comments or questions from those in attendance. There were none. The Petition was advertised in the local newspaper, four signs were posted on the subject property and courtesy notices were mailed to eight surrounding property owners. Chairperson Hoover asked Board Members to disclose for the record whether they had spoken to anyone else regarding the Petition or visited the site. There were none. Planning Staff's recommendation for approval is based on two sets of criteria. One being the site's consistency with the current LDR's, and the other, findings required to consider a Special Exception. Planning Staffs responses to the Applicant's presentation on consistency with the LDR's are, the location and site are appropriate for the proposed use. Fueling stations are generally located on principal arterial roads The site is situated a block away from Parrott Avenue/Hwy441 along the commercial corridor and its visibility is conducive to commercial display. This location will allow the proposed use to serve passing motorists traveling through the existing commercial corridor and. provide quick access to and from both arterials. The CHV Zoning District specifically identifies convenience store with a fueling station as a Special Exception Use. Ms. Susan O'Rourke of O'Rourke Engineering and Planning was retained to evaluate the impact of the proposed Wawa on the traffic network and specifically the operation of driveways and the intersections of Parrott Avenue/Hwy 441 and Northwest 3rd Street, and North Park Street/SR70 and Northwest 5th Avenue. She concurred with the Applicant's Traffic Engineer, MacKenzie Engineering and Planning that the project demonstrated concurrency based on the proposed traffic impacts. The City requires the evaluation of driveways for consistency as well. The existing site is served by eight pnints of access that will be reduced and replaced by three full access driveways located on Northwest 2nd and 3rd Avenues and 2nd Street. To accommodate safe egress, the Applicant has stated the number of parking spaces along the streets will be eliminated by two. The Applicant needs to quantify that the existing queue on Northwest 2nd Avenue will not back up onto North Park Street/SR70 as vehicles attempt to turn into the Wawa. The Applicant is providing landscape buffering in accordance with the City's requirements with the exception of the west side of the building and loading zone. This deficiency was outlined in the site plan review and a recommended condition of the 198 AGENDA VII. PUBLIC HEARING -QUASI-JUDICIAL ITEM CONTINUED. D. 6. a) Consider a motion:to approve or deny Petition No. 19 -002 -SE with/without special conditions continued. JANUARY 17, 2019 - PLANNING BOARD/BOARD OF ADJUSTMENT - PAGE 8 OF 12 ACTION - DISCUSSION - VOTE approval was a two -foot .landscape strip to be added between the two. Utility Services are expected to be fully available, and the adequacy and specifics of these facilities will be addressed during the site plan review stage. The Applicant has provided a loading truck, fire truck, fuel truck, and trash truck circulation plan, all demonstrating that there is sufficient ingress and egress for the associated trucks and that deliveries and waste removal can be performed on the site without any use of the designated patron parking area. The loading space is located on the west side of the building, out of the path of patron parking areas. The only potential conflict is presented by a fuel truck parked over the fuel tanks, which would limit the internal circulation of patrons around the fuel pumps. To avoid internal backups, it would be ideal if fuel deliveries were performed during non -peak traffic hours. On site circulation for fire and deliveries is sufficient and overall the net increase is small and will not impose a significant impact on traffic in the area. Planning Staffs responses to the Applicant's presentation on the required findings are, the property is designated Commercial on the FLUM and the proposed use is not contrary to the Comprehensive Plan. Convenience store with fuel pumps is included under the list of Special Exception Uses in the CHV Zoning District. The proposed use will not have an adverse effect on the public interest. The requested proposed use is compatible with the adjacent commercial uses and with the character of the North Park Street/SR 70 commercial corridor. The proposed use is not detrimental to urbanizing land use. Since there is no surrounding residential, there should be no adverse effects on living conditions; and it is difficult to predict the effects on property values. However, the proposed site and landscape plans are nearly completely in compliance with the City's Code and the proposed use should not deter the improvement or development of adjacent property. The Applicant is providing landscape buffering in accordance with the City's requirements with the exception of the west side of the building and loading zone. This deficiency was out Tined in the site plan review and a recommended condition of the approval was a two -foot landscape strip to be added between the two. The proposed use will not create a density pattern that would overburden public facilities as the Applicant is not proposing a residential use. The proposed site does not contain any drainage deficiencies and public safety should not be affected by the proposed use. Motion and a second offered by Members Brass and McCreary to approve Special Exception Petition No. 19 -002 -SE, to allow a convenience store with fuel pumps within a CHV Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.72± acres, located in the 200 Block of West North Park Street with the following special conditions: revise 11 on -street parking spaces from parallel to angled on the southside of Northwest 2nd Street and 2nd Avenue; the setback of the underground fuel tanks from the south property line, should at a minimum, be increased from the proposed 12.5 -feet to 15 -feet; add a 2 -foot landscape str'p between the building and the loading zone; per Ms. O'Rourke's recommendation, the Applicant should quantify the existing queue on Northwest 2nd Avenue to ensure that there is no back-up onto North Park Street/SR70 as vehicles attempt to turn into the Wawa; provide irrigation for the perimeter landscaping; provide to the OUA corrections to plans for layout and line materials; provide required slope measurement on driveways so not over 13 percent; need contact information for the company that provides the emergency generator services for Wawa; need type of building construction identified on plans; flow test needed for AGENDA VII. PUBLIC HEARING -QUASI-JUDICIAL ITEM CONTINUED. D. 6. a) Consider a motion to approve or deny Petition No. 19 -002 -SE with/without special conditions continued. b) Board discussion. c) Vote on motion. C. Special Exception Petition No. 19 -001 -SE, to allow drive-through service within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(1)) on Lots 7 to 12 of Block 142, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 1.033± acres, located at 205 Northeast 2nd Street for the proposed use of a drive-thru convenience store (Exhibit 3 1. Administer of Oath (anyone intending to offer testimony on Petition No. 19 -001 -SE will be required to take an oath, respond, and give your full name and address) — Board Secretary. 2. Review Planning Staff Report — recommending approval with special conditions. JANUARY 17, 2019 - PLANNING BOARD/BOARD OF ADJUSTMENT - PAGE 9 OF 12 199 ACTION- DISCUSSION -VOTE water capabilities; relocation of FDOT traffic cabinet for the street lighting on North Park Street/SR70; landscape islands on Northwest 2nd and 3rd Avenues and 2nd Street; approval is conditioned upon approving Right -of -Way Abandonment Petition No. 19 -001 -AC and Rezoning Petition Nc 19-001-R; and fuel deliveries shall be performed during non -peak traffic hours. Chairperson Hoover asked whether there was any further discussion. There was none. VOTE HOOVER — YEA JONASSAINT — YEA MCCOY — YEA MCCREARY — YEA BATTON — YEA BAUGHMAN — YEA BRASS — YEA MOTION CARRIED. Special Exception Petition No. 19 -001 -SE, to allow drive-through service within a CHV Zoning District, (Ref. Sec. 90-283(1)) on Lots 7 to 12 of Block 142, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 1.033± acres, located at 205 Northeast 2nd Street for the proposed use of a drive-through convenience store. The Petition was submitted by Mrs. Sandra Galletto. This being a quasi-judicial proceeding, Notary Public Patty Burnette administered an oath to those intending to offer testimony, all responded affirmatively, and stated their names and addresses for the record: Bill Brisson, Senior Planner, LaRue Planning and Management, 1375 Jackson Street, Suite 206, Fort Myers, Florida, Mr. Steve Dobbs, P.E. with SLD Engineering, 1062 Jakes Way, Okeechobee Florida, and Mrs. Sandra Galletto, 7797 Northwest 81st Court, Okeechobee, Florida. Planner Brisson reviewed the Planning Staff Report stating the matter for consideration is a Special Exception for a drive-through convenience store as a second principal use to be located in the existing 2,030 square foot metal building located on the western portion of the parcel. The drive-through convenience store will occupy about 1,530 square feet of the building with the balance remaining to be used as storage by the current owner. The convenience store will be open between the hours of 6:00 a.m. and 7:00 p.m. up to six days a week with two shifts per day having a maximum of five persons. Planner Brisson recommends approval based on the findings within the Planning Staff Report and one of the following special conditions: the site plan is modified to allow for ingress and egress in a manner such that any driveway proposed to handle two-way traffic be at least 18 feet in width and preferably 20 to 24 feet -wide; or, if the driveway is less than 18 feet wide, an "Employees Only" sign is placed at the Northeast 2nd Avenue driveway and a manual or electronic gate is installed that can be activated only by employees of the convenience store; or, the Applicant identifies the driveway from Northeast 2nd Avenue as a one-way "Employee Only Entrance" and provides another acceptable method for employees to exit the site. 200 AGENDA VII. PUBLIC HEARING -QUASI-JUDICIAL ITEM CONTINUED. 3. Hear from the Property Owner or Designee/Agent - Mrs. Sandra Galletto, on behalf of Property Owner, 205 Okeechobee, LLC. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. 5. Disclosure of Ex -Parte Communications by the Board. 6. a) Consider a motion to approve or deny Petition with/without special conditions. JANUARY 17, 2019 - PLANNING BOARDIBOARD OF ADJUSTMENT - PAGE 10 OF 12 ACTION - DISCUSSION - VOTE Chairperson Hoover asked whether the property owner or designee/agent wished to speak. Mr. Dobbs, Property Owner, 205 Okeechobee, LLC was present and available for questions. Member McCoy inquired as to whether they would be Converting from septic. Mr. Dobbs responded no as there were two septic tanks on site and one bathroom was just for employees. He did not believe there would be any issues because of this and also because there would not be any food services like frying. Chairperson Hoover asked whether there were any comments or questions from those in attendance. There were none. The Petition was advertised in the local newspaper, three signs were posted on the subject property and courtesy notices were mailed to twenty-six surrounding property owners. Chairperson Hoover asked Board Members to disclose for the record whether they had spoken to anyone else regarding the Petition or visited the site. There were none. Planning Staff's recommendation for approval is based on two sets of criteria. One being the site's consistency with the current LDR's, and the other, findings required to consider a Special Exception. Planning Staffs responses to the Applicant's presentation on consistency with the LDR's are, the location is suitable for a retail commercial use in that it is located in the CHV District and surrounded by other commercial uses. Although most are office uses; retail and service uses are located south of Northeast 2nd Street. The CHV Zoning District specifically identifies drive-through service as a Special Exception Use. No special design efforts are necessary as the site is sufficiently large to accommodate the proposed use in the existing one-story metal building. No special landscaping techniques are necessary to visually screen the adjacent commercial uses. No hazards, problems or nuisance that would affect the public are expected with all activity occurring during hours which are generally the same as with those of other businesses in commercial districts and limited to the confines of the existing metal building. We envision no problems with regard to the provision of utilities assuming that the Health Department has no problem with the continued use of the septic system due to the expanded commercial use. The levels of traffic on the public roadways associated with the proposed use should not create congestion or create a hazard to public safety. However, there is a concern with the narrowness of the north driveway that is. intended to provide the only employee ingress to and egress from the convenience store and employees of the office building to the east may use this driveway as well. 24 -feet is usually recognized as the minimum width for a two-way driveway, although widths from 20 -feet down to as little 18 -feet may prove acceptable under certain situations. Lesser widths are only acceptable for one-way traffic. Neither the north driveway nor the convenience store access driveway from Northeast 2nu Street meet even the minimum threshold for other than one-way traffic. While it is recognized that the number of persons using this driveway should be small, and even with an "Employees Only" sign at the entrance, some customers will be likely to enter, increasing the possibility of vehicular conflicts. AGENDA VH. PUBLIC HEARING -QUASI-JUDICIAL ITEM CONTINUED. C. 6. a) Consider a motion to approve or deny Petition No. 19 -001 -SE with/without special conditions continued. b) Board discussion. c) Vote on motion. CLOSE PUBLIC HEARING — Chairperson. JANUARY 17, 2019 - PLANNING BOARD/BOARD OF ADJUSTMENT - PAGE 11 OF 12 201 ACTION - DISCUSSION - VOTE Planning Staffs responses to the Applicant's presentation on the required findings are, the property is designated Commercial on the FLUM and the proposed use is not contrary to the Comprehensive Plan. Drive-through service is included under the list of Special Exception Uses in the CHV Zoning District. The proposed use will not have an adverse effect on the public interest. The requested proposed use is compatible with the adjacent commercial uses and is not detrimental to urbanizing land use patterns. The proposed use is not detrimental to urbanizing land use. The use will not adversely affect property values or living conditions, or be a deterrent to the development of adjacent property. No special screening or landscaping is necessary as the proposed use will create no noise, odors, or glare that will adversely impact the other surrounding commercial uses. Neither density nor schools is an issue with a commercial use and the proposed drive-through convenience store, while increasing traffic, should not have a significant negative effect upon public streets or any other public services or facilities. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. Motion and a second offered by Members Jonassaint and Baughman to approve Special Exception Petition No. 19 -001 -SE, to allow drive-through service within a CHV Zoning District, (Ref. Sec. 90-283(1)) on Lots 7 to 12 of Block 142, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 1.033± acres, located at 205 Northeast 2nd Street for the proposed use of a drive-through convenience store with the following special condition: the Applicant identifies the driveway from Northeast 2nd Avenue as a one-way "Employee Only Entrance" and provides another acceptable method for employees to exit the site. Chairperson Hoover asked whether there was any further discussion. There was none. VOTE HOOVER — YEA MCCOY — YEA BATTON — YEA BAUGHMAN — YEA BRASS — YEA JONASSAINT — YEA MCCREARY — YEA MOTION CARRIED. CHAIRPERSON HOOVER CLOSED THE PUBLIC HEARING AT 6:57 P.M. 202 AGENDA ADJOURNMENT — Chairperson. Please take notice and be advised that when a person decides to appeal any decision made by the Planning Board/Board of Adjustment and Appeals with respect to any matter considered at this proceeding, he/she may need to insure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. Dawn T. Hoover, Chairperson ATTEST: 1tt L Patty M. Burnette, Secretary JANUARY 17, 2019 - PLANNING BOARD/OF ADJUSTMENT - PAGE 12 OF 12 ACTION - DISCUSSION - VOTE There being no further items on the agenda, Chairperson Hoover adjourned the meeting at 6:57 p.m. 1 CITY OF OKEECHOBEE PLANNING BOARD CITY HALL, 55 SE 3RD AVENUE, ROOM 200, OKEECHOBEE, FLORIDA 34974 SUMMARY OF BOARD ACTION FOR DECEMBER 20, 2018 PAGE 1 OF 5 AGENDA ACTION - DISCUSSION - VOTE I. CALL TO ORDER — Chairperson. Regular Meeting, December 20, 2018, 6:00 P.M. II. OPENING CEREMONIES: Pledge of Allegiance led by Chairperson Hoover. III. CHAIRPERSON, MEMBER AND STAFF ATTENDANCE — Secretary. Chairperson Dawn Hoover Vice Chairperson Doug McCoy Board Member Elbert Batton Board Member Phil Baughman Board Member Karyne Brass Board Member Mac Jonassaint Board Member Les McCreary Alternate Board Member Bobby Keefe Board Attomey John R. Cook City Planning Consultant Bill Brisson, Senior Planner Board Secretary Patty Burnette IV. AGENDA — Chairperson. A. Requests for the addition, deferral, or withdrawal of items on today's agenda by Staff, Board Members or the Public. V. MINUTES — Secretary. A. Motion to dispense with the reading and approve the Summary of Board Action for the November 15, 2018, regular meeting. Chairperson Hoover called the December 20, 2018, regular meeting to order at 6:02 P.M. The Pledge of Allegiance was led by Chairperson Hoover. Board Secretary Burnette called the roll: Present Present Absent (with consent) Present Present Absent (with consent) Present Resigned as of December 11, 2018 Absent (with consent) Present Present Chairperson Hoover asked whether there were any requests for the addition, deferral, or withdrawal of items on today's agenda. There being none the agenda stands as published. Member Baughman moved to dispense with the reading and approve the Summary of Board Action for the November 15, 2018, regular meeting; seconded by Member McCreary. There was no discussion on this item. VOTE HOOVER - YEA MCCoY—YEA BATTON - ABSENT BAUGHMAN - YEA BRASS -YEA JONASSAINT - ABSENT MCCREARY - YEA MOTION CARRIED. AGENDA VI. OPEN PUBLIC HEARING — Chairperson. A. Abandonment of Right -of -Way Petition No. 18 -002 -SC, to vacate a portion of Southwest 18th Street between Southwest 2nd and 3rd Avenues (approximately 300 -feet by 40 -feet), lying between Lots 6 and 12 of Block 33 and Lots 1 and 7 of Block 36, FIRST ADDITION TO SOUTH OKEECHOBEE, Plat Book 1, Page 17, Public Records, Okeechobee County (Exhibit 1). 1. Review TRC Recommendation — approval with special conditions. 2. Hear from Property Owner or Designee/Agent — Delbert and Donna Howard. DECEMBER 20, 2018 — PLANNING BOARD - PAGE 2 OF 5 ACTION - DISCUSSION -VOTE CHAIRPERSON HOOVER OPENED THE PUBLIC HEARING AT 6:04 P.M. Abandonment of Right -of -Way Petition No. 18 -002 -SC, to vacate a portion of Southwest 18th Street between Southwest 2nd and 3rd Avenues (approximately 300 -feet by 40 -feet), lying between Lots 6 and 12 of Block 33 and Lots 1 and 7 of Block 36, FIRST ADDITION TO SOUTH OKEECHOBEE, Plat Book 1, Page 17, Public Records, Okeechobee County. Chairperson Hoover yielded the floor to Planner Brisson, who explained the Applicants, Delbert and Donna Howard, are requesting to abandon the unimproved right-of-way. They own Lots 1 and 2 of Block 36 and Faith Christian Center of Okeechobee Inc. owns Lots 7 and 8 of Block 36. Marilyn Frazier Revocable Trust owns Lots 5 and 6 of Block 33 and Carl and Cassie Murphy own Lots 11 and 12 of Block 33. All the adjoining property owners have no objection to vacating the Right -of -Way. The Petition was reviewed at the November 15, 2018, Technical Review Committee Meeting, a recommendation was made for approval with the following special conditions: Okeechobee Utility Authority (OUA) requires the North half of Southwest 18th Street to be reserved as an easement with unrestricted 24-hour access and with OUA being responsible only for restoration of seed/mulch/sod in the event work is required on the water main; the City of Okeechobee Public Works Department requires an access easement for the entire portion of Southwest 18th Street and a copy is needed of the agreement between the property owners on the West side of the Right -of -Way closest to Southwest 3rd Avenue. Planning Staff is recommending approval based on the following responses to the required findings. The property is designated Single -Family Residential on the Future Land Use Map (FLUM) and Residential Single Family One on the Zoning Map. It is not the sole means of access to any property. All adjoining or nearby properties have access via Southwest 2nd or 3rd Avenues. None of the East-West Right -of -Way between Southwest 2nd and 3rd Avenues South of 17th Street has been improved for vehicular traffic except for Southwest 21St Street which provides access to the development West of 5th Avenue. It should be noted it appears Faith Christian Center of Okeechobee Inc. has already utilized some of the Right -of -Way for its fenced in outdoor play area. It will be a benefit to the City to remove the existing Right -of -Way which will reduce the land the City is required to maintain and the property will be subject to ad valorem taxation. The Applicant has submitted letters of no objection from all utility companies. However, OUA requires the North half of 18th Street be reserved as an easement with OUA being granted unrestricted 24-hour access; with OUA being responsible only for restoration of seed/mulch/sod in the event work is required on the water main. Chairperson Hoover asked whether the property owner or designee/agent wished to speak. Delbert and Donna Howard were present and available for questions. There were none. DECEMBER 20, 2018 — PLANNING BOARD - PAGE 3 OF 5 AGENDA ACTION - DISCUSSION - VOTE VI. PUBLIC HEARING ITEM CONTINUED. A. 3. Public comments or questions from those in attendance, or submitted to the Board Secretary for Petition No. 18 -002 -SC continued. 4. Disclosure of Ex -Parte Communications by the Board. 5. a) Consider a recommendation to the City Council to approve or deny Petition No. 18 -002 -SC. b) Board discussion. c) Vote on motion. B. Comprehensive Plan Small Scale Future Land Use Map Amendment Application No. 18 -002 -SSA, from Single -Family Residential to Commercial, on 0.321± acres located at 410 Northwest 4th Street, Lots 7 and 8 of Block 105, CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records, Okeechobee County (Exhibit 2). 1. Review Planning Staff Report — recommending approval. Chairperson Hoover asked whether there were any comrnents or questions from those in attendance. There were none. The Petition was advertised in the local newspaper, two signs were posted on the subject property and courtesy notices were mailed to twenty three surrounding property owners. Chairperson Hoover asked Board Members to disclose for the record whether they had spoken to anyone else regarding the Petition or visited the site. There were none. Motion and a second offered by Members Baughman and McCreary to recommend approval to the City Council for Abandonment of Right -of -Way Petition No. 18 -002 -SC, to vacate a portion of Southwest 18th Street between Southwest 2nd and 3rd Avenues (approximately 300 -feet by 40 -feet), lying between Lots 6 and 12 of Block 33 and Lots 1 and 7 of Block 36, FIRST ADDITION TO SOUTH OKEECHOBEE, Plat Book 1, Page 17, Public Records, Okeechobee County with the following special conditions: OUA requires the North half of Southwest 18th Street to be reserved as an easement with unrestricted 24-hour access and with OUA being responsible only for restoration of seed/mulch/sod in the event work is required on the water main; the City of Okeechobee Public Works Department requires an access easement for the entire portion of Southwest 18th Street and a copy is needed of the agreement between the property owners on the West side of the Right -of -Way closest to Southwest 3rd Avenue. Chairperson Hoover asked whether there was any further discussion. There was none. VOTE HOOVER—YEA MCCOY — YEA JONASSAINT — ABSENT MCCREARY — YEA BATTON — ABSENT BAUGHMAN — YEA BRASS — YEA MOTION CARRIED. The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively scheduled for February 19, 2019, 6:00 P.M. Comprehensive Plan Small Scale FLUM Amendment Application No. 18 -002 -SSA, from Single -Family Residential to Commercial, on 0.321± acres located at 410 Northwest 4th Street, Lots 7 and 8 of Block 105, CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records, Okeechobee County. Planner Brisson reviewed the Planning Staff Report and explained the maximum standard density allowable in the Single -Family Residential Future Land Use Category is four units per acre. Maximum development potential is one single-family unit. If the existing building were to be demolished, the practical maximum development potential of the subject parcel would be a two-story office building, if the required parking could be made available. The property is DECEMBER 20, 2018 — PLANNING BOARD - PAGE 4 OF 5 AGENDA ACTION - DISCUSSION - VOTE VI. PUBLIC HEARING ITEM CONTINUED. B. 1. Review Planning Staff Report — recommending approval for Application No. 18 -002 -SSA continued. 2. Hear from the Property Owner or Designee/Agent Ms. Brandi Tindall, Registered Agent of Big Lake Property Holdings, LLC. 3. Public comments or questions from those in attendance, or submitted to the Board Secretary. 4. Disclosure of Ex -Parte Communications by the Board. 5. a) Consider a recommendation to the City Council to approve or deny Application No. 18 -002 -SSA. currently zoned Commercial Professional Office (CPO) and used as a law office. The Applicant intends to continue to use the property for law offices which is a permitted use in the CPO District. Ms. Brandi Tindall was present and available for questions from the Board. There were none. Chairperson Hoover asked whether there were any comments or questions from those in attendance. There were none. Chairperson Hoover asked Board Members to disclose for the record whether they had spoken to anyone else regarding the application or visited the site. There were none. Planning Staffs findings are as follows: The application was found to be consistent with the City's Comprehensive Plan, specifically Policy 2.2 and Objective 12 of the Future Land Use Element. The vast majority of the properties South of Northwest 6th Street between North Parrott Avenue and Northwest 5th Avenue are designated Commercial on the FLUM and Zoned CPO. One of the reasons is proximity of this area to the concentration of County and related offices and services located nearby. In fact, the few properties that are designated Single -Family Residential on the FLUM are Zoned CPO. Given the majority of office and service -type uses in the general vicinity, and the limited size of the lots, one could not reasonably anticipate inappropriate traffic impacts to result from the conversion of lots in this area from Single -Family Residential to Commercial on the FLUM. This is particularly true in this particular situation because the property is already being used as a law office. Regarding adequacy of public facilities, the estimated demand for potable water and wastewater treatment that would be associated with the current use will not increase as a result of the requested change in Future Land Use designation. In the event, a larger building were to be constructed in the future, even doubling the demand would not tax the ability of OUA to provide potable water and wastewater treatment to the property. The subject property is already in urban use and has no significant or unique characteristics regarding environmental sensitivity, wildlife habitat, soil conditions or susceptibility to flooding. Changing the Future Land Use designation as requested will have no adverse effects upon the environment. A motion and a second was offered by Members Baughman and Brass to recommend approval to the City Council for Comprehensive Plan Small Scale FLUM Amendment Application No 18 -002 -SSA, from Single Family Residential to Commercial, on 0.321± acres located at 410 Northwest 4th Street, Lots 7 and 8 of Block 105, CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records, Okeechobee County and find it to be consistent with the Comprehensive Plan, reasonably compatible with adjacent uses, and consistent with the urbanizing pattern of the area. AGENDA VI. PUBLIC HEARING ITEM CONTINUED. 5. b) Board discussion for Application No: 18 -002 -SSA continued. c) Vote on motion. CLOSE PUBLIC HEARING — Chairperson. VII. ADJOURNMENT — Chairperson. Please take notice and be advised that when a person decides to appeal any decision made by the Planning Board/Board of Adjustment and Appeals with respect to any matter considered at this proceeding, he/she may need to insure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. ATTEST: Dawn T. Hoover, Chairperson Patty M. Burnette, Secretary DECEMBER 20, 2018 — PLANNING BOARD - PAGE 5 OF 5 ACTION - DISCUSSION -VOTE Chairperson Hoover asked whether there was any further discussion. There was none. VOTE HOOVER—YEA MCCoY—YEA JONASSAINT — ABSENT MCCREARY — YEA BATTON — ABSENT BAUGHMAN — YEA BRASS — YEA MOTION CARRIED. The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively scheduled for February 5, 2019, 6:00 P.M. CHAIRPERSON HOOVER CLOSED THE PUBLIC HEARING AT 6:13 P.M. There being no further items on the agenda, Chairperson Hoover adjourned the meeting at 6:13 p.m. ViggiSt- Page 1 of City of Okeechobee Planning Board/Board of Adjustment City Hall, 55 SE 3rd Avenue, Room 200, Okeechobee, Florida 34974 Patty's Handwritten Minutes January 17, 2019 I. Call To Order - Chairperson: Chair Hoover called the January 17, 2019, Regular Meeting to order at II. Opening Ceremonies: Pledge of allegiance - Chairperson III. Chairperson, Board Member Staff Attendance - Secretary. 03 p.m. IV. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON —Attorney -Cooky t A. 1. Open the floor to receive nominations for a Chairperson to serve a two-year term. Jonci. sa i+ / 2. Close the floor for nominations. (C tiro !� 3. a) Motion to appoint one of the nominees to serve as Chairperson.l- YY trotr Board Member Bum fr'ran made a motion to appoint looVe ( to serve as Chairperson for a two year term, beginning January 17, 2019; seconded by Board Member %JOn0. S Sid r . b) Discussion. PRESENT ABSENT (W OR W/O CONSENT) Chairperson Hoover /' Vice Chairperson McCoy ef���re[j C``am 6:0 Board Member Batton I/ Board Member Baughman ✓ Board Member Brass ✓/ Board Member Jonassaint ✓ Board Member McCreary Alternate Board Member (currently vacant) Alternate Board Member (currently vacant) Planning Consultant Brisson, Senior Planner I✓ Board Attorney Cook ✓ (Ms. 'pL.inau t. , Genera! cervi ebs Board Secretary Burnette n, c0aA-e.R . C 4, tre+ana , , _ u� ° ✓ IV. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON —Attorney -Cooky t A. 1. Open the floor to receive nominations for a Chairperson to serve a two-year term. Jonci. sa i+ / 2. Close the floor for nominations. (C tiro !� 3. a) Motion to appoint one of the nominees to serve as Chairperson.l- YY trotr Board Member Bum fr'ran made a motion to appoint looVe ( to serve as Chairperson for a two year term, beginning January 17, 2019; seconded by Board Member %JOn0. S Sid r . b) Discussion. VOTE YEA NAY ABSENT NONVOTING ABSTAINED HOOVER McCOY BATTON BAUGHMAN BRASS JONASSAINT McCREARY RFSIJI TS• ' CARRIM . DFNIFD Page 2 of IV. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON CONTINUED. c) Vote on motion. B. 1. Open the floor to receive nominations for a Vice Chairperson to serve a two-year term. PJc Crete 2. Close the floor for nominations. k iiktkitA 5 0C� 3. a) Motion to appoint one of the nominees to serve as Vice Chairperson. rleirY Board Membe8Clitihl made a motion to appoint '(nCCUk.4 to serve as Vice Chairperson for a two year term, beginning January 17, 2019; seconded by Board Member i/aSS b) Discussion. c) Vote on motion. Page 3 of IV. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON CONTINUED. VOTE YEA NAY ABSENT NONVOTING ABSTAINED HOOVER McCOY 7 BATTON BAUGHMAN BRASS '� JONASSAINT McCREARY `� RFSIJI TS• CARRIFD IIFNIFD V. Agenda - Chairperson. A. Chair 11 66v .i asked whether there were any requests for the addition, deferral or withdrawal of items on today's agenda. 1-(c IA < b" bk—For-c, n('C'' a a 4-& aPpl c& i3 `f r a ui a _ h b ii pJLibue _4 ?ADA_ -41-%. q$ kikel o (0j -e. .0 fi o- s `F"o-A-`-t`z_ Q -p DCLI 1`1 L61' 9 sic(. id VI VI. Minutes - Secretary. A. Board Member Y�� moved to dispense with the reading and approve the Summary of Board Action for the December 20,2018, regular meeting; seconded by Board Member ML -Co c,( . Discussion: VOTE YEA NAY ABSENT NONVOTING ABSTAINED HOOVER McCOY 7 BATTON BAUGHMAN BRASS '� JONASSAINT McCREARY : 1 :: 1 11 II 4 Page 4 of VII. CHAIR OPENED THE PUBLIC HEARING AT 1°.°-1 P.M. A. Abandonment of Right -of -Way Petition No. 19 -001 -AC, 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 0.09± acres (Exhibit 1). Review TRC Recommendation. -e_ Civ alr t s p e .61k,- p55 6— 7 of s-1-04 ) uncuavats41 CL6cl. 2. Hear from the Property Owner or designee/agent - Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. Page 5 of VII. PUBLIC HEARING ITEM CONTINUED. fi Page 6 of VII. PUBLIC HEARING ITEM CONTINUED. 3. Public comments or questions from those in attendance, or submitted to the Board Secretary. MOM Page 7 of as VII. PUBLIC HEARING ITEM CONTINUED. 4. Disclosure of Ex -Parte Communications by the Board. 5. a) Consideration of a recommendation to the City Council to approve or deny petition with/without special conditions. Motion and a second offered by and to recommen0 ,approval/denial to the City Council for Abandonment of Right -of -Way Petition No. 19 -001 -AC, 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 0.09± acres,with/without-the- foltowing_ p ns: Cis VII. PUBLIC HEARING ITEM CONTINUED. b) Board discussion. c) Vote on motion. it D Page 8 of VOTE YEA NAY ABSENT NONVOTING ABSTAINED HOOVER `,/ McCOY BATTON U BAUGHMAN BRASS JONASSAINT McCREARY RFS11I TS. CARRIFf fFNIFD The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively February 19, 2019, 6 pm. QUASI-JUDICIAL ITEM i1 1 B. Rezoning Petition No. 19-001-R, from Derrrr erefal Business District to Heavy Commercial for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street, for the proposed use of a convenience store with fuel pumps (Exhibit 2). 1. Administer of Oath- Board Secretary. Anyone intending to offer testimony on this Petition will be required to take an oath, respond, and give your full name and address. 2. Review Planning Staff Report - recommending approval. Page 9 of a� VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 1301 — ll I ke 0°4 s ter? (5-14..; q ref �t rQ c► D rn nm W ed s a f PY6L12--) AvCreuuvi-( ncrectsR rn rat+ lc 51 SPS fdo xi lotanct.t.,1,, 144 t@ �nru°r�cd nog nc rpb1_12WIL -132 Page 10 of VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 3. Hear from the Property Owner or designee/agent - Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. /0 u'✓� fIMER Page 11 of VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. 5. Disclosure of Ex -Parte Communications by the Board. cox Page 12 of VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 6. a) Consideration of a recommendation to the City Council to approve or deny petition. -pj-rp SSea'a Motion and a second offered by and to recommefid approval/denial to the City Council for Rezoning Petition No. 19-001-R, from Commercial Business District to Heavy Comrner_cialfa —Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street, for the proposed use of a convenience store with fuel pumps. b) Board discussion. s««' ' c) Vote on motion. 114 Care � t� a .(J)1 elft. re ��hl- ��_ s k.�.) a a, � ~� (oma p -30 e rr. 4-1, t ree.n 4 r?_ -64 s -c, Jo C op mai olsr fit C t? cr sI- dire c (9,s D1" P -"r" VOTE YEA NAY ABSENT NONVOTING ABSTAINED HOOVER McCOY v/- BATTON Vz BAUGHMAN BRASS JONASSAINT McCREARY ,l RFSIII TS• CARRIFD DFpIEp The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively February 19, 2019, 6 pm. C. Special Exception Petition No. 19 -001 -SE, to allow drive-through service within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(1)) on Lots 7 to 12 of Block 142, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 1.033± acres, located at 205 Northeast 2nd Street for the proposed use of a drive-thru convenient store (Exhibit 3). 1. Administer of Oath - Board Secretary. Anyone intending to offer testimony on this Petition will be required to take an oath, respond, and give your full name and address b sue_ Doolos VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 2. Review Planning Staff Report - recommending approval with special conditions. 00-1rate SL USE of se e S S eN p3 Sof stet` -I Rte-pD4 -- ( ri vuoa. fral AO o m p la(re, on t y st9is re0n nci Qppav J Lo5 Bof s —Ref f U ,C. IC. I of - 5 oitot c / s (zC( MOW Page 13of 3. Hear from the Property Owner or Designee/Agent - Ms. Sandra Galletto, on behalf of Property Owner, 205 Okeechobee, LLC. Coiteif -M ,1 f'' no fucks-e``vie:io O ktci cvt cj 40'5 11rtiStM Page 14 of VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. <:, Page 15 of aa VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 5. Disclosure of Ex -Parte Communications' by the Board. 6. a) Consider a motion to approve or deny Petition with/without special conditions (refer to Planning Staff Report). brO il Motion and a second offered by and v Ito approvg/deny Special Exception Petition No. 19 -001 -SE, to allow drive-through service within a Heavy Commercial Zoning Dis'tr'ict; (Ref. Sec. 90-283(1)) on Lots 7 to 12 of Block 142, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 1.033± acres, located at 205 Northeast 2nd Street for the proposed use of a drive-thru convenient store {{ �j of V -Li Nlamn(ny 191 e b) Board discussion. 'ff 1 Page 16 of VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. c) Vote on motion. VOTE YEA NAY ABSENT NONVOTING ABSTAINED HOOVER McCOY v BATTON t/ BAUGHMAN BRASS JONASSAINT McCREARY RFSt1LTS• (CARRIFD ) DFNIFf D. Special Exception Petition No. 19 -002 -SE, to allow a convenience store with fuel pumps within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street (Exhibit 4). 1. Administer of Oath - Board Secretary. Anyone intending to offer testimony on this Petition will be required to take an oath, respond, and give your full name and address Ip,LtL: n of Ye r, ue, pe o p 2. Review Planning Staff Report - recommending approval with special conditions. 7 Page17of d% VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. /ocoried U1 crit cL& 6A, -f -e y :0Q r ads - ) ,t-e,I( Pac (L Af) Fk e Q (� Ada refry - 4 CP (goo r 676)0 aTrprt GcsrQ4-6 ¶age 18 of VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 3. Hear from the Property Owner or Designee/Agent -Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. 'kms Page 19of VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 5 Disclosure of Ex -Parte Communications' by the Board. Page 20 of Page 21 of &c:7— VII.c:7' VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. 6. a) Consider a motion to approve or deny Petition with/without special conditions (refer to Planning Staff Report). Motion and a second offered byr�ss and Po(lre t approv /deny Special Exception Petition No. 19 -002 -SE, to allow a convenience store with fuel pumps within a Heavy ComrrreI Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street ��� 5�'C b) Board discussion. Page 22 of 2)d VII. PUBLIC HEARING QUASI-JUDICIAL ITEM CONTINUED. c) Vote on motion. VOTE YEA NAY ABSENT NONVOTING ABSTAINED HOOVER k McCOY V BATTON ✓ BAUGHMAN BRASS tf JONASSAINT McCREARY L //r RFSl1I1 : CARRIFIl nFpjE.D CHAIR )Ve- CLOSED THE PUBLIC HEARING AT LP P.M. VIII. ADJOURN - Chairperson. Planning Board/BOA Meeting January 17, 2019 Name Address ilts< l'PAL.-/e I/ 7d. Sp,,, 36: IN S - 7 - ) / f t_ .,,,,, ii i ,c///t), -tt vch t -:O k '1 a65. 5 /l. O tea, Or sin Cr 1616 riot' 7 l- 54SeR7 44-35/v4v r j 70 Z2 -ria. W l pr Oge- ,0d cc 51-e ve -Do bks (0 (I a .1%4c 09 t Kttcioau oi. Sapara.. 6a.1le-f{o 1 7w7 iJ GO 31st( -t- 016Zee,hobte, (Yl areo3 1116nIfs be ©6a_ ro ry fn/1. /1 ntu:,l - AAA- nuc. -a AuJ A . �r�.6,, .. -w...e:.. _ . i 0)1.P fit.- Q.- w • Q _ -- e e , ./ . ,. a 0 Qf,L i t - ` 1 GLS pw/r.'_ , ..... n�. -vt. • � s 'Le ,e t21/61.4"..:3pktie.44% ..PA4V/Le_._ ..- �,I -41414,+42_- c6'-.V4rretos ' Y: / 4—t%Eer., /)---/i 1' . a0 -rry24 5- ea - pi `")-1714)( - 2\i'l•-01 '37kwyri1fir • ..4,‘,7 "7-0417 .„jer - •$-A-270' e 0,-;,--erpr-v417-r? 1-2(4 4:7V1 --k---7-1161/ Pv'cle"' Tr," h, 711171).1- -1Y14-0q /.1 gi r i • • C,...171,7"ril,T:77- • ,t,":.•71417W1.121-7-1;--Conl )w / 2&7- --r-soir-YiVmV we/1 )1:L1,Ni 1.12. 77w eefrv11, s-- _J 77-1-07 b Tv 71 -7 -CP' //1 pTA#2 -7,1,71/A.ffrv, -VT .9 -/ a 3 0,774roe witw q tidy iv- 7-3-A,Yrnktf Wol -tr-7 - e 0 / 4 - 1,4-cf-vro • 1 VVY9- - Patty Burnette AI From: Patty Burnette Sent: Friday, January 11, 2019 3:13 PM To: 'gil@gilberthasit.com' Subject: Agendas for Wawa Meetings Attachments: TRC Agenda 011719.pdf; Agenda January 2019.pdf Importance: High Good Afternoon Gil. Attached are the TRC and Planning Board Agendas for next Thursday's Meetings for the proposed Wawa project (January 17, 2019). The TRC Meeting is at 10:00 AM and the Planning Board Meeting is at 6:00 PM. Should you have any questions, please just let me know. Thank you, Patty Pa41-j M. f3tA4-va.tty general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, TL 34974 Teb 863-763-3372 Direct: 863-763-9820 'Fax: 863-763-1686 e maid yburnette@cityofokeechobee.com website: www.cityoffokeechobee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Lake OkeechobNews 107 SW 17tht; S ,ST tetD� Okeechobee�2�/ lo'rieeda 34974 Y i1 J `\ 12\ 86:763-31;3-0' j; r,- •��ti r-; STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County Florida, that. the attached copy of advertisement being a KL -611.i. NJ 'fiCSu in 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 0-13pa IS' 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 Sworn to and subscribed before me this c F�, day of t44-L.lLCIN -,za 01 1 Notary Public, State of Florida at Large A(0.,1- ?irfwzL AD J QTY OF OKEECHOBEE PUBLIC NOME CONSIDERATION OFA PROPOSED SPECIAL EXCEPTION NOTICE IS HEREBY SEVEN that a QUASI-JUDICIAL INGhebeheti the dD Board d oCnI cc as socri emits as past*, at ayIris,. January 55 SE 3rd Ave, Cound 6Chan ens, Rm 200, Ol nbee R, to tastier and Sarda Input on Specti EceptIcn Dann N3. m T y IO chcb LIC � Mrs The Patten Sin dowforddedhruswim wthheHearyOxmradal(CM =SU, reference Code Bock Sedim90203(4The propcsed Ise comenlant The pity consists of 1.033± eats bated at 205 NE fid Smet. Lush IDT' 7 MU 12, BLOCK 142, OKEECHOBEE, ACCORDING 70 THE PLATTHEiEO' RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RE- CORDS OF01C TOME COUNTY, ROMA. The petecn nay be Inspected atthe adde$ above citing replan bushes hou5 MOnFFti, B M W 20 PM, ecept far hosda,'s TM Pubic Is ermtra9ed h, Med. Bowl d of A istrnert s3ses as the d dabn n�rg body on th5 nett$m cc defy Spa:IAD:mottos ANY PERSON DOING TO APPEAL any derktn nede by the Bead wdhresact to ay rretbarmnldaedatthsmedh3w11needtnesueawr- bat m read Mite pig 5 rnacb and the record hddes the testincry and evidence whit the appeal wB be bassi in a cadame.wth the AmaiatswthO[abBiesAct (ADA) a prnwih adsabavasdefnai by the ADA, that needs spedal aauni.�� an to partidpatc h this proaedn9, contact the areal 52rviD B53-7E3-3371Office ro tater then too tallness days poor b BE ADVISED that st onkt }OU blend to soar any cbanrent,Odin, Video nr tens b the Board In support cc opposbon Oo ay tem on utte2a copydthe doamakPfdue Oleo orRoanmust bepm/dglto the Board Smdary far be lays records q,? IA t•4nasMct sCeOm,Petbonhb.190015E Lake Okeechh�- be�ws' i> 107 SW 17th/Sc�t,` D`�' Okeechob !-lorida3.497:4 \2- 86 . 3-3134 i �..o l 41 1 ei °i 0 f} •N1 i . :?,,,,.,,,,21_ 77� ,, 1 /-.:\/- ... .., IIII /, -; \ ,_.c\cy I g ,-- STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Coup tyii Florida, that the attached copy of advertisement being a uu` _b c in the matter of •n, q\-01 [; ��(' (� SSs�..C� ccCI 1 C?.1 J in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of i a -kat 'Yo I g 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 Sworn to and subscribed before me this 94I1 day of , )CuriU.G i` -LA AD J Notary Public, State of Florida at Large • ,11 �,1 � lj'11 44 CITY OF OKEECHOBEE PUBLIC NOTICE CONSIDERATION OF PROPOSED ZONING RO ASSIFICATION NOTICE IS HEREBY GIVEN that aQUAS-YDICIALFUBLICWENiI X5 wilbehell before the QyriCl oteeF'JarnbgBoadonTtua.lamery 17,71119,6 PM, crassoon thereafter aspile,atCityHal,55SE3rdAVE, Count' O,anbas,Pmao0, Oireechabae,R, In conskixandna>e6eiputon- g Nato Ni 19601R, shr J i lay Stem lto6lry, P.E, Sratheast Lred R. nts,Wes ord on J 5N.37 the propaty.Wr ., Mass UC.1t I1r- Oald R. Watford; and 7DS N. PanotA�e Fioldrr�, 11L The k anar- agaclMatbad. Man Na 19-0014 Daniels to rezone apPimirf L63+/ -axes bated Inthe 2003Bbdcal' WNParisandandStreet, bran Commercial Basl ea District � ) ID Hardy Commercial G (. The pqx J t m a nenbo rsbxe Ia94' LAP'' 1 THROUGH 4 AND 7 THROUGH 12, INQ11AVE, OF BLOCK 156, TOWN OF OKEECHOBEE/CITY OF OKEECHOBEE, AC- CORDING GCORDING TOME PLATTHEREDFAS REoORDEDIN PLAT BOOK 2, PAGE 17,PUBLIC RECORDS OF ST. Ll)(7E000NTY,FLORID,AND IN PLAT • Otr.,PAGTiS� 5, SO AND 5, PISISC RECORDS The RAW maybe Inspected atthe address atom cluing- regular busk -less Lams, Nbrtft4 6AM-430 FM, meltfix holdays • A Pubk Heaig for a Reaanig Felton B handed as a "Q-aclAci ar pu- aahg, rteanig a mama smier In a mut hearing testi-nary and quas- tian:ng pis wtro guide substantial and mnpetat a kiee, a It Is the 'Arcata' Pannbg Board to arrive et mond dea9ors. A reaxnme daban In approve or deny the Mixt war be forwarded m the fly Cotncl, le t:limy shaded for 6PMm5,2019,(FistReadrg)ardRbicHaarigon February19, 2019 (Fnal)• ANY.PERSONDECIDING TOAPPFILLany decisbnnede17ythe pmn ntg Board vita resp mmisdeed ay matter at tis nedig MI recd to en- sure rsre a verbatim rend d the pro aec g Is made and the mord hdudes the h5inony and euchre which the appeal wq be based. In ami win the Anoka oWit D' A t(ADA),ai wthad®63lyas • by the A11A, that needs spa sal rto parbn>pate In tris p9xuakig, tate 337 Olfi�no Jahr than bwbslr dayspro prof to : BE ADVISEDthatshadiyou Intendb,�owarydoamat, ptlate,vileoor • lens to the Flaming Road hsupport ccoppcatbntoar/tem onthe agenda, a cow dthe doormat,pktue,Vito, ortem must beprattled totheBoard 533'day for the Qytiemrt. SAW4t rMarasMmtn5OeOa,No.19001R Lake Okeechobee News 107 SW 17th Street, Suite D Okeechobee, Flori ai30,97i t RE• `li.... r`J� STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Cou ty, ,Florida, that -the attached copy of advertisement being a VU�tc ii in the matter of 41-i\jd- Of \Ni J�b(Ui'1Cl(JD'1Yl'2f1 in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of aol 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 Sworn to and subscribed before me this day of \-.JiUU,(%.41.1 clad AD 1.1 Notary Public, State of Florid,a at Large tai.L./1 l / ,or! :!r•, ANGIE BRIDGES r k MY COMMISSION#FF978149 EXPIRES:44120,2020 ter!°;;•.' Bondad Thar Notary Public underwriter° -,, v CITY OF OKEECHOBEE • PUBLIC NOTICE RIGHT-OF-WAY ABANDONMENT NOTICE'S HEREBYGIVEN theta PUBLIC HEARD/Gm" be helibdae the Cry damectotee Waling Board on Thur., January 17, 2019, at 6 PM, oras sconte r�atciyHal,555E3niAe Aban- donment as, Pm 200, R,mcosiaxandarelm-ka of RtjtaNayy I ttcn Na 19001 -AC stmtied b' She LW( P.E• Southeast mt, Inc on teller of the popel_ y owners Mass MatagenetLIE; DeAdRYJatfad;and205 LPamtAve. I3dr�DC Penn Na 190014C requests to %m to the 15 -foot vile East m Nkst i yng betemen Ids 1 to 6 and 7 to 12 d Bak 156; CRY OF Plot Book 5, Page 5, Pdic Records, Olaaechsbee Carty, =- Wing apaa aretet j 0.04+/- acres The ,Man-rl„8be4i0Finspected ethe tabseep rear business taus,xI lle laan4a30 t ntot e Is encoura;ed Plannrg !bad wndfaar5,2019d ntrtheay )aCa1 s 19,2019(F� can). 9 (T+st R®6ng) and R6G ANY PERSON IKCIDIIiGTOAPPF.AL anyact;tar rnade by the PHrrig Braid wth named to ary matter mddered at thk nedirg wit need to en- sue a verbatim read of the pre ng Is nada and the record tdtdes the y and adder° upon which the appeal w3 be based. In madame vent the AmakacsMit Dis3b1t Pct (ADA),anal Mil adsabdtyas der ed by the AAA, that reads spacial as .n to p r dpete h the pbr�b gpm�actUng, m-763-337' Offs eno�thmOwbu&rasdap BE ADVISED that shaidyautlendtostmaryd t.pimre,Vdeocc tans end re�„support oqspastbnbitasmaftlfan,edoarre dviaor epamtdtheB t1 mg MarmsMausDeQa,I tttonNo. 19-001AC 1 Lake Okeechobee News 107 SW 17th Streef\Suite-D Okeechobee, Kotula 34974 , f• 863-70-3134 11 JAN I STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Forida, that•the attached copy of advertisement being a 11,0 )t(_. 1\164( LQ) in the matter of Vc--.06 SOC )QCL( xc Ci -)L i I 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 fb public tion in the aid newspaper. i Katrina Elsken Sworn to. and subscribed before me this day of Ja.l'kkel,kl a AD Notary Public, State of Florida, at Large to) /c1j..64 J J Ot pl' .,. ANGIE BRIDGES '*_ MY COMMISSION # FF 976149 4 EXPIRES: Apr1120, 2020 ii ° Bonded lbw Notary Public Untie/miters CITY OF O!(EECHOBEE PUBLIC NOTICE CONSIDERATION OFA PROPOSED SPECIAL EXCEPTION NOTICE IS HEREBY GWEN that a QUASI ]UDICIAL PUBLIC HEAR- INGYe behelbefore the Qyoi Oleednbm Beard ofP4iNmer[mThurs 3anrefy 17, 2019, at 6 PM, or as soon thereafter as /mashie, at Cty Had, 55 SE 3rd Ate, Gourd Chanters, Rm 200, Ciatechobae, PL, to mnsler and teceLe Input on Special Emopticn Mon Na 14d02 -5E, by SE.e Upay P.E, Southeast Irr esbnets, Inc on behalf d the property camas ]Mass si it LI1 Dave R. Watford; and 205 N. Parrot Ate. bi.Lnrs The Mtn poqus bo Mow a proposed use c( a mmenixce store with fuel pmps canon a l a yCorrrna®1(C-N) Zonig Mkt reference Cede Boeic Section 90-283(25); contingent won the appmel d Remnrg Ramon Na 14001-R The propaty consists cf L53± ams, toted Ft the 200 Ltdof WN Park are lidStreets. Legal: LOIS 1 THROUGH 4 AND 7 THROUGH 12, INCLUSIVE, OF B&DOX 156, TOWN OF OKEECHOBEE/CITY OF OREEECHOBEE ACOORDINGTOTHEPLATTLffRLOFASRECORDED TN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OFST. LUCIE COUN- TY, FLORIDA, AND IN PLAT 1300K(5)1 AND 5, PAGE(S)10 AND 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. The Fi1hon may be Inspected at the addem above cuing regtisr brsi ess loins, Mon -Fri, 8N44:30 FM, e>oseptfor fordays The ptbickemuaged to attend. The Band of Mjustmentseres as the dedsbo nekFg body on this rnat orInapproveordonNSpsdatmors. ANY PERSON DECIDING TD APPEAL any drabs made by the Board wdh respect to any hath m2ideal at this meeting tr] need to ensue a hen- bane record el the pig b ma:b and the record bibs the heal -retry and evldar a way whHt the appeal twl be basernon ed Indaa= dyance he Arnerizanas defrei the AD& Act a c thato P Parte th itis Pig, contact the General 5evixs Cifre no later than b'a halms days pix to poxes:E g, B8-7633372 BE ADVISED that d- orhl)ou Fhtaxl m show any doormat pthre, Oleo or Items tothe Board IDsppatorcppmtsnIn au/ tana1the %a e OF fee the Oty's nocods byA or Lan must he' provled to Board bv:&dg�Aw Koreas Modes Petrol Na 19-002- NESMEDIA STATE OF FLORIDA COUNTY OF OKEECHOBEE USA Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Count', Flgrida, the the attached copy of advertisement being a Vi �= t( (� qk: in the matter of ithdif 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 advertisemel i for publication in the said newspaper. L. Katrina Elsken Sworn to and subscribed before me this c..( -1-k day of l7G.)k-:-.t.(:1.h Li .iC ici AD Notary Public, State f Florida at Large •lA J ANGIE BRIDGES MY COMMISSION # FF 978149 EXPIRES:Apra20.2020 Bonded Thtu Notary Public Underwriksre Lake Okeec 107 SW 17t Okeechobe 863- '61-31 CITY OF OKEECHOBEE PUBLIC NOTICE CITY PLANNING BOARD MEETING NOTICE IS HEREBY GIVEN that the Gly of Okeechobee Planning Board and Board of Adjustment wnll conduct a regular meeting on Thur, Ian. 17, 2019, 6 PM, oras soon thereafter as possible, at CRY Hall, 55 SE 3rd Ave, Rrn 200, Olmed-obee, R_ As the Lixal Planning Agency, the Planning Board may order offering a recommendation on any proposed ammdmen is ID the current land Devdopnrent Regulations suihmBled by City Staff, Board Menlhers, or dtiaans. The public is invited and encouraged to attend. The agenda may, be obtained from dtyofok e m gem or by mthrg the General Servhoes Office, 863-763^3372 x9620. ANY PERSON DECIDING TO APPEAL any decision made by the PB/BOA with respect to arty matter considered at this meeting MI need to ensure a verbatim record of the proceeding is made and the record in- duces the testimony and evidence upon which the appeal will be based. In amordanmvdth the Americans with Disabilities Ad (ADA), any person with a dtability as defined by the ADA, that needs special axcommoda- tion to participate in this proceeding, contact the General Services Office no later than two busing days prior to proceeding, 863-763-3372. BE ADVISED that should you intend to show any document, picture, vre video or terns to the PB/BOA in support or cpposlion to any tern cn the agenda a copy of the document, video, or item root be provided to the Board Seoarary for the records. 556601 /20011w9m Flower kliDEPENDENT NEWSMEDIA INC. USA STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a in the matter of . =- (Tut t-t,t'l'=ti i 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 Sworn to and subscribed before me this day of�L��,t Notary Public, State of Florida at Large AD 12f Lake Okeechobee News 107 SW 17,thT Street, Suite ;D Okeechobee'Florida 34974 863.763-3134 QTY OF OKEECHOBEE PUBLIC NOTICE CONSIDERATION OF PROPOSED ZONING RECLASSIFICATION NOTICE IS HEREBY GIVEN that a QUASI-JUDICIAL PUBLIC HEARING Al be held before the Qty of Okeechobee Planning Board on Thur.,3anuary 17, 2019, 6 Ptvl, oras soon thereafter as possnle, at City Hall, 55 SE 3rd AVE, Ccurd Chambers, Rm 200, Okeechobee, R, to consider and naive input on Reaming Pehbon No. 19-001-R, sixmit- bad by Steve Lipofsiry, P..E, Southeast Invesbnens, Inc on behalf of the pmpertyovanersJMass Management, LIC; David R Watford; and 205 N. Parict Aee. Holdings, LLC. The public is encouraged to attend. Pebbon No. 194)31-R request to rezone approximately 1.63+/- acres located in the 200 Bode of WN Park and 2nd Streets, from Commercial Business District (CBD) to Heavy Commercial (CHV). The proposed use s a convenience shore with fuel pumps. Legal: LOTS 1 THROUGH 4 AND 7 THROUGH 12, INCLU- SIVE, OF BLOCK 156, TOWN OF OKEECHOBEE/CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RE- CORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF SI. W IE COUNTY, FLORIDA, AND IN PLAT BOOK( 1 AND 5, PAGE(S) 10 AND 5, PUBLIC RECORDS OF OICEMIOBEE COUNTY, ROMA. The Ftritan maybe aspected atteaddre sabovedurig regular busi- ness >gness hours, Mon -Fri, 8 AM -4:30 PM, accept for hofdays. A Pubic Hearing for a Rezoning Paton in handled as a "Quasi -Judi - dal" proceeding, meaning a manna dmilarto a mut hewing testimony and questioning pr esen res who pro+'ide substantial and competent ev- idence. It is the dutyofthe Planning Board to arrive at sound decisions. A recommendation to apprae ordaythe Pehbon will be forwarded to the City Cound, tentatively scheduled for 6 PM an February 5, 2019, (First Reading) and Public Hearin on February 19, 2019 (Fowl Adoption). ANY PERSON DECIDING 70 APPEAL any decision made by the Pfennig Board wdh rres�eartt to any natter considered at this meeting well need to ensure a verbatim record of the proceeding is made and the record ndudes the testimony and evidence upon which the appeal will be based. In accordance with the Americans wit' Disabilities Act (ADA), any person with a disability as defined by the ADA, that reads special aximTtcdahon to participate in this prooeacfng, contact the General ServicesOt mnoIaerthantwo businessdays prior toproceeding,863- 763-3372. BE ADVISED that shorld you intend to show any docrrrhert, picture, video or items tote Planting Board in stwortor opposbon to arty item on theage a copy cfthe document, pistxe, video, a kern must be guatled to the Board Secretary for the atyt; records. 309869 ON 01/9/2019 T NEWSMEDIA INC. USA STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Couny,, Florida, .that the attached copy of advertisement being a u.2LX j\ c 4-t cc_ in 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 I(Ilxf Ii 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 Sworn to and subscribed before me this day of :JASlU,CiL.j dC1 1 AD Notary Public, State of Florida at Large 4&O. _°1N:C?Sin, ANGIE BRIDGES • r� MY COMMISSION # FF 978149 r P ' EXPIRES: Nal20, 2020 '•Fo , ;°. Bonded Thu Notary Public tlndetwr s eno 07.11, Lake Okeecho.be ANTews 107 SW 17t1 r`Street, Suite -1 Okeechob Olorida 34974' 863 -30 '4 , CITY OFOKEECHOBEE PUBLIC NOTICE CONSIDERATION OFA PROPOSED SPECIAL EXCEPTION NOTICE I5 HEREBY GIVEN that a QQUU -�JUDICIAL PUBLIC HEAR- ING EARING will be held before the City of Olmadebee Board of ktjtdment on Thus January 17, 2019, at 6 PM, or as soon thereafter as possible, at City Hall, 55 5E 3rd Ave, Council Chambers, Rm 200, Okeechobee, FL, tD consider and receive input on Spada' 6aeption Felition No.19- 002-SE, submitted by Stele Upofs y RE, Southeast Irneshnents, Inc on behalf of the property owners 3Mass Management, U1; David R. Watford; and 205 N. Panot Ave. I bldeys, U1 The Ferran requests to allay a proposed use of a convenience e store with fuel pumps within a Heavy Commercial (CEN) Zoning District, ref- erence Code Book Seddon 90-283(25); contingent upon the approval of Rezoning Fenton No. 19 -W1 -R The property consists of1.63tacres, locatedinthe200trlockofNA Park and 2nd Streets. Legal: LOTS 1 THROUGH 4 AND 7 THROUGH 12, INCLUSIVE, OF BLOCK 156, TOWN OF OKEECHOBEE/CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND IN PIAT BOOK(S) 1 AND 5, PAGE(S) 10 AND 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA The Rlibon maybe inspeded at the address above diairhg regular busi- ness hours, Mon -Fri, 8 AM -4:30 PM except for holidays. The public's esaged to attend. The toapprond of e ustment serves as the dation making body or deny SpecialExceptiors. ANY PERSON DECIDING TO APPEAL any dation made by the Board w#hiesrs2toany metier considered at this meetingw need to ensure a vertetim record of the prooaedng's made and the mend 'r - dudes the testimony and evidence upon which the appeal will be based. In accordance with the Americans with Di,abiltiesAct (ADA), arty person with a &abrity as defined try the ADA, that needs special auaar.naia- tion to parbdpete in this proceeding, contact the General Services Office no later than two business days pnorto proceeding, 863-763-3372. BE ADVISED that should you h essi to show any document, pilon, video a iters to the Board in support or opposition to any dein on the agenda; a copy of the locums t picture, video, or item moat be prwid- edtothe BoardSecetary for the Gtysreeords. • by: Zoning Administrator Mares Mouths De Ora, Patten No. 19 -002 -SE 309862 ON 1/9/2019 • R1WSMEDIA INC. USA Amin.. :........... " STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a t 02.b.( in the matter of e 14\--1 -\\, 11 .L'ft()G)ytl in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of i k' ).).t ..I(i 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 advertisemen" for publication in the said newspaper. Katrina Elsken Sworn ,to and subscribed before me this day of _1.3 cuAkA i-,._ `,.) (XI 9 Notary Public, State of Florida at Large k1r)!'CI ANGLE BRIDGES MY COMMISSION # FF976143 t XPIRES: Apr' 20, 2020 Bondod Ttnu Notary Public Urdeiw iters AD Lake Okeechobee N ws 107 SW 17tk;"Strect,'S i 3( Okeechobee, Florida 3.4904. 763-31:34', r• o CITY OF OKEECHOBEE PUBLIC NOTICE RIGHT-OF-WAY ABANDONMENT NOTICE IS HEREBY GIVEN that a PUBLIC HEARING will be held before the City of Okeechobee Flaming Board on Thur., January 17, 2019,at6PM, or as soon thereafter aspossible, atlay Hall, 55SE3rd Avenue, Council Chambers, Rm 200, Okeechobee, FL, to mnsider and recewe on Abardauner t of Right -Of -Way Ntftion N0.19-001 FI; stni. by Sieve Lipofsiry, P.E.; Southeast Irhestinents, Inc on behalf of the property ownersJMass Management, LLC; David R. Watford; and 205 N. Pant Ave. Holdings, LLC RitianNa19-0O1-ACrequmtstovacate the15footwideEasttoNest alleyway Hing between Lots 1 to 6 and 7 to 12 of Block 156; CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Reminds, Okeedeobee Carly, containing appradmatly 0.09+/- acres. The Petition may be inspected at the address during regular busi- ness hours, Mon -Fri, 8 AM -4:30 PM, etteptfor hckdays. The public is err ctuaged to attend. The Planning Board vall fifer a recomme dation to the C tyCanl, batty* for 6 PM on February 5, 2019 (Frst Rearing) and Pubic Hearing on February 19, 2019 (Final Adoption). ANY PERSON DECIDING TO APPEAL any deacon made by the Planning Board with respect to any matter considered at this meeting w0 need to ensure a verbatim reoxd of the proceering is made and the record indudes the throe' and evidence upon which the appeal will be based. In a¢adaram with the Ameriore with DisabAties Act (ADA), any person with a dimbility as defined by the ADA, that needs special accommodation to partidpate in this proceeding, contact the General Servkrs Office no later than two business days prior to proceeding, 863- 763-3372. BE ADVISED that should you intend to show any document, picture, video or items tote Planning Board in support or opposition to any Lein on the agenda a copy of the document, prime, video, or item must be prwdea to the Board Secrelaryfor the City's mm cls. BY: Zoneg Administrator Mares Mantes De Ora, Petition No. 19 -001 -AC 309870 ON 01/9/2019 \ La "'echobee Nets 107 SW/17th Srrp , Suite; D,. Oob, Florita' 34974 863=783:34434;„ STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Lake Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee Count', Florida, that the attached copy of advertisement being a 1 11. Zt in the matter of �-Xc 11 6 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. �Jl Sworn to. and subscribed before me this day of ,' ati;LI/C:'L--i.i Notary Public, State of Florida at Large r � Katrina Elsken ANGIE BRIDGES MY COMMISSION # FF 976149 EXPIRES: Aprd20,2020 '�FOF F`op's, Bonded Thn1 Notary Public Undemiteda ��rrr,rrr� AD CITY OF OKEECHOBEE PUBLIC NOTICE CONSIDERATION OFA PROPOSED SPECIAL EXCEPTION NOTICE IS HEREBY GIVEN that a QUASI-JUDICIAL PUBLIC HEARING will be held before the Crty of Olieechobee Baud of Adjust- ment djustment or Thum, January 17,'2019, at 6 PM, a as coon ttaeaf er as pasuble, at Sty Hall, 55 SE 3rd Ave, Council Chambers, Ps s 200, Okeechobee, R, to consider and recenve input on Spacial Boaption Pe- tition No. 19 -001 -SE, submitted by Mrs. Sandra Galle to on behalf of the property Maar, 205 0 eachotee, U.C. The Petition is to aBow for drae-thru service within a Heavy Cornnnerdal p� u� a convenient Code detBl o Sedion 90-283(4 1). The pro- posed The property consists cf1.0331arms, toted at205NE2nd Sheetle- gal: LOTS 7 THRU 12, BLACK 142, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA The petition may be ispeded atthe address abae during regular bus - as hags, Nbn-Fri, 8 AM -4:30 PM except for Inidays. The ptblc is emorouraged to attend. The Board offAdju shnent saves as the decision making body on this matter to apprae or decry Spode! Breptiore. ANY PERSON DECIDING TO APPEAL any derision made by the Board wlfn re_cet to any matter mrtcdered at this meeting w1l creed to ensue a verbatim record cf the pox eedng is made and the record in- cludes the hastimony and e%ridence upon W td.desthe1esinsxyandevidenoeuponwf trthe appealwill bebased. Inaccordance with the Americans with DisabiitiesPot ADA),any pawn with a disability as defined by the ADA, that nnceds special acarnm da- tiorn m patidpate in thus proceeding, oxtad the General Services Office no later titan two busters mays prior to proceeding, 863-763-3372. BE ADVISED that should you intend to show any doarne t, picture, Video Cr OEMs to the Board in support or oppsbontoary tem on the thof rrpomuor item must be plaid- ed e Board Secretary for the Oty's eis by Zoning Administrator Marcos Moms De Oa, Petition No. 19 -801 -SE 309864 ON 1/9/2019 CITY OF OKEECHOBEE PLANNING BOARD/BOARD OF ADJUSTMENT JANUARY 17, 2019, OFFICIAL AGENDA PAGE 1 OF 3 I. CALL TO ORDER - Chairperson: January 17, 2019, Regular Meeting, 6:00 p.m., City Hall, 55 SE Third Avenue, Room 200, Okeechobee, Florida. II. OPENING CEREMONIES: Pledge of allegiance led by Chairperson. III. CHAIRPERSON, BOARD MEMBER AND STAFF ATTENDANCE - Secretary. Chairperson Dawn Hoover Vice -Chairperson Doug McCoy Board Member Elbert Batton Board Member Phil Baughman Board Member Karyne Brass Board Member Mac Jonassaint Board Member Les McCreary Board Attorney John R. Cook City Planning Consultant Bill Brisson, Senior Planner Board Secretary Patty Burnette IV. ELECTION OF CHAIRPERSON AND VICE CHAIRPERSON - Attorney Cook. A. 1 Open the floor to receive nominations for a Chairperson to serve a two-year term. 2. Close the floor for nominations. 3. a) Motion to appoint one of the nominees to serve as Chairperson. b) Discussion. c) Vote on motion. B. 1. Open the floor to receive nominations for a Vice Chairperson to serve a two-year term. 2. Close the floor for nominations. 3. a) Motion to appoint one of the nominees to serve as Vice Chairperson. b) Discussion. c) Vote on motion. V. AGENDA - Chairperson. A. Requests for the addition, deferral, or withdrawal of items on today's agenda by Staff, Board Members, or the public. VI. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Board Action for the December 20, 2018, regular meeting. JANUARY 17, 2019 - PBIBOA Agenda - Page 2 of 3 VII. OPEN PUBLIC HEARING - Chairperson. A. Abandonment of Right -of -Way Petition No. 19 -001 -AC, 15 -foot wide East to West alleyway between Lots 1 to 6 and 7 to 12 of Block 156, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 0.09± acres (Exhibit 1). 1. Review TRC Recommendation. 2. Hear from the Property Owner or Designee/Agent - Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. 3. Public comments or questions from those in attendance, or submitted to the Board Secretary. 4. Disclosure of Ex -Parte Communications' by the Board. 5. a) Consider a recommendation to the City Council to approve or deny Petition. b) Board discussion. c) Vote on motion. The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively February 19, 2019, 6 pm. B. Rezoning Petition No. 19-001-R, from Commercial Business District to Heavy Commercial for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street, for the proposed use of a convenience store with fuel pumps (Exhibit 2). 1. Administer of Oath- Board Secretary. Anyone intending to offer testimony on this Petition will be required to take an oath, respond, and give your full name and address. 2. Review Planning Staff Report - recommending approval. 3. Hear from the Property Owner or designee/agent - Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. 5. Disclosure of Ex -Parte Communications' by the Board. 6. a) Consideration of a recommendation to the City Council to approve or deny Petition. b) Board discussion. c) Vote on motion. The recommendation will be forwarded to the City Council for consideration at a Public Hearing, tentatively February 19, 2019, 6 pm. C. Special Exception Petition No. 19 -001 -SE, to allow drive-through service within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(1)) on Lots 7 to 12 of Block 142, OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, 1.033± acres, located at 205 Northeast 2nd Street for the proposed use of a drive-thru convenient store (Exhibit 3). 1. Administer of Oath - Board Secretary. Anyone intending to offer testimony on this Petition will be required to take an oath, respond, and give your full name and address 2. Review Planning Staff Report - recommending approval with special conditions. 3. Hear from the Property Owner or Designee/Agent - Ms. Sandra Galletto, on behalf of Property Owner, 205 Okeechobee, LLC. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. 5. Disclosure of Ex -Parte Communications' by the Board. QUASI-JUDICIAL ITEM QUASI-JUDICIAL ITEM JANUARY 17, 2019 - PBIBOA Agenda - Page 3 of 3 6. a) Consider a motion to approve or deny Petition with/without special conditions (refer to Planning Staff Report). b) Board discussion. c) Vote on motion. D. Special Exception Petition No. 19 -002 -SE, to allow a convenience store with fuel pumps within a Heavy Commercial Zoning District, (Ref. Sec. 90-283(25)) for Lots 1 to 4 and 7 to 12 of Block 156, OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, 1.63± acres, located in the 200 Block of Northwest Park Street (Exhibit 4). 1. Administer of Oath - Board Secretary. Anyone intending to offer testimony on this Petition will be required to take an oath, respond, and give your full name and address 2. Review Planning Staff Report - recommending approval with special conditions. 3. Hear from the Property Owner or Designee/Agent -Mr. Steve Lipofsky, P.E., Southeast Investments, Inc., on behalf of Property Owners, JMass Management, LLC; David R. Watford; and 205 N. Parrot Ave. Holdings, LLC. 4. Public comments or questions from those in attendance, or submitted to the Board Secretary. 5. Disclosure of Ex -Parte Communications' by the Board. 6. a) Consider a motion to approve or deny Petition with/without special conditions (refer to Planning Staff Report). b) Board discussion. c) Vote on motion. CLOSE PUBLIC HEARING - Chairperson. VIII. ADJOURN - Chairperson. '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 site visits made; 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 a reasonable opportunity to refute or respond. ANY PERSON DECIDING TO APPEAL any decision made by the Board with respect to any matter considered at this meeting will need to ensure averbatim record of the proceeding is made and that the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department, no later than two business days prior to the proceeding, 863-763-3372. QUASI-JUDICIAL ITEM PAGE 1 ABANDONMENT OF RIGHT-OF-WAY PETITION Exhibit 'i CITY OF OKEECHOBEE General Services Department 55 Southeast 3rd Street Okeechobee, Florida 34974 863-763-3372 X 9820 Fax: 863-763-1686 PETITION NO. 19-001-' \( Application fee (non-refundable) $600.00 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. Date Fee Paid: Ia -5-18Receipt No: `i"aaj Do TRC Meeting:Publication �- Date: 1 (D :OO 4fv Letters Mailed: I'i/A PB/BOA Meeting: I_ 1 Publication Dates: i q 6..Fph Letters Mailed: I -c?-I City Council 1st Reading: 4--(a CMR Letter E-mailed: City Council Public Hearing: Publication Date: o? -(,-(q Right-of-way Definition: Land dedicated, deeded, used, or to be used for a street, alley, walkway, boulevard, drainage facility, access for ingress or egress, or other purpose by the public, certain designated individuals, or governing bodies. [F.S. Ch. 177 § 177.031(16)]. Easements for roads and related purposes shall be considered as right-of-way. Legal Description of the Right -of -Way to be Abandoned: Please see attached. Note: Upon abandonment of a right-of-way in the City of Okeechobee or First Addition of City of Okeechobee Subdivision's, there may be a Fee Simple Interest from the Hamrick Trust. For more information contact Gil Culbreth, 3550 US Hwy 441 South, Okeechobee, Florida 34974, 863-763-3154. Purpose of the Right -of -Way Abandonment: The purpose of the Right of Way abandonment is to allow for the joining of several adjacent parcels into one Targe parcel to facilitate a Wawa. PAGE 2 PETITION NO. icteo -AC. J Name of property owner(s): Please see attached Owner(s) mailing address: Owner(s) e-mail address: Owner(s) daytime phone(s): Fax: 4 Required Attachments Copy of recorded deed of petitioner as well as any other property owner whose property is contiguous to the right-of-way. Letters of Consent or Objection. (If more than one property owner is involved and they are not signing the petition). SEE NOTE BELOW FOR ADDITIONAL INSTRUCTIONS Location map of subject property and surrounding area within 100' (See Information Request Form attached) and dimensions of right-of-way. List of all property owners within 300' of subject property (See Information Request Form attached) Site Plan of property after abandonment. (No larger than 11x 17) Utility Companies Authorization Form. (See attached) Supplementary supporting information: Copy of recorded Plat of the Subdivision where right-of-way exists no larger than 11x17. (Can be obtained from the County Clerk's Office, Court House) PLEASE NOTE: If there are other property owners that are contiguous to the subject right-of- way, a notarized letter must be attached with the following information: date, their name(s), what property they own, and whether they object to or consent to the right-of-way abandonment (See attached sample letter) 11 Confirmation of Information Accuracy I hereby certify that the information contained in and/or attached with this petition is correct. The information included in this petition is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the summary denial of this petition. Steve Lipofsky, PE 12/3/18 Printed Name Date PLEASE COMPLETE THE FOLLOWING FINDINGS REQUIRED FOR GRANTING A VACATION OF RIGHTS -OF -WAYS (Sec. 78-33, page CD78:4 in the LDR's) It is the Petitioner's responsibility to convince the Technical Review Committee, Planning Board/BOA and City Council that approval of the proposed vacation is justified. Specifically, the Petitioner should provide in his/her application and presentation sufficient explanation and documentation to convince the reviewing body to find that: 1. Proposed vacation is consistent with the Comprehensive Plan: The proposed Wawa which consists of a gas station, convenience store, and restaurant, aligns with the comprehensive plan for both future land use as Commercial and we will be rezoning to Heavy Commercial. The majority of the surrounding blocks, neighboring the project site to the North, South, East and West also share the same future land use as commercial with zoning as commercial business district. In order to construct the Wawa at this location, the ally way must be vacated, exactly how both Walgreens and CVS to the East of the project site, had previously been approved to do and constructed. Additionally, the Wawa compliments these two pharmacies as far as land use and compatibility. 2. Right-of-way to be vacated is not the sole access to any property, and the remaining access is not an easement: The right of way to be vacated will not provide access to our project. Additionally the right of way being vacated is not the sole acces to either of the properties that will remain to the NW. This location compliments the surround area and the park providing services to both road drivers, boaters, and pedestrians at the park. 3 Proposed vacation is in the public interest and provides a benefit to the City: This vacation provides a major benefit to the City by bringing an attractive restaurant with out door seating, gas station with with E free gas and free air for car tires, and convenience store with it's own coffee shop. The state of the art ordering system and spacious layout both inside and out, allows for traffic to continuously flow through and help get customers on their way This location compliments the surround area and the park providing services to both road drivers, boaters, and pedestrians at the park. 4. Proposed vacation would not jeopardize the location of any utility. As seen in the attached utility design and coordination with all utility providers, this project and the vacation of the ally does not jeopardize any of the existing utilities, but actually brings the water and sewer in too better standards that allign with DEP requirements for seperation and slopes that are currently not being met, by getting better spacing between water and sewer and increasing the Gravity Sewer's pipe size. Additionally the new layout The City Staff will, in the Staff Report, address the request and evaluate it and the Petitioner's submission in light of the above criteria and offer a recommendation for approval or denial), CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form INSTRUCTIONS: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Florida Power & Light. F ,p L C`rk• N'1.0 4 S i O r Cj`r1 863-467-3721 or T N k S {7 Ac, Lt, 4— -.ft I 1 lU -� l—k t ).o Donna Padgett E. C —A—r,.A.-4 1`.,\ i -I -n ci rii (a -4- i L. �, 863-467-3708 1 -"Irl• -•\-45...1 n. 1 1....e.4 r r IA 1 ` Authorized Signature -CTc\n,4 PC AQL4— '3- -' '370 Typed Name & Title Phone No. • Date Embarq d/b/a Century Link 407-814-5318 Victoria Buchner victoria.buchn er@centurylink.com Authorized Signature Typed Name & Title Phone No. Date Comcast Cable 863-763-2824 107 NW 7th Avenue Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority ,-. _ e L tit—, - ) John Hayford 863-763-9460 100 SW 5th Avenue Typed Name & Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Date Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. . Date OKEECHOBEE UTILITY AUTHORITY September 24, 2018 Re: ABANDONMENT OF RIGHT-OF-WAY PETITION — WAWA Station — Block 156, Lots 1-4 and Lots 9- 12, City of Okeechobee The Okeechobee Utility Authority (OUA) has no objection the Right -of -Way Abandonment Petition, described as that portion of right-of-way between Tots 1-4 and lots 9-12, Block 156, City of Okeechobee, provided the property owner relocates existing water and sewer lines at his/her own expense and corresponding easements, (15 ft. wastewater, 10 ft. water) are provided to the Okeechobee Utility Authority. 3-77L 01//g F. Hayford, E,(ecut e irector, UA Date CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form INSTRUCTIONS: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Florida Power & Light 863-467-3721 or Donna Padgett 863-467-3708 Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 407-814-5318 Victoria Buchner victoria.buchnerPcenturylink.com Pat Provost Authorized Signature Busines Analyst Typed Name & Title Phone No. 11/1/18 Date Comcast Cable 863-763-2824 107 NW 7th Avenue Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority John Hayford 863-763-9460 100 SW 5th Avenue Authorized Signature Typed Name & Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Date Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. Date f Jonah Weaver From: Jonah Weaver Sent: Thursday, November 1, 2018 12:52 PM To: 'Provost, Patrick' Subject: RE: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Thanks Patrick, From: Provost, Patrick <patrick.provost@centurylink.com> Sent: Thursday, November 1, 2018 12:25 PM To: Jonah Weaver <jweaver@bohlereng.com> Subject: RE: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue The below should serve as notification of us not having anything there and should be sufficient to obtain permits but I filled out the signature line under the CenturyLink person (who is not me by the way, no idea who they are either) on the attached form anyway. Thank you, Pat Provost Business Analyst, OSP Relocations Century Link 1025 EI Dorado Blvd Broomfield, CO 80021 p: 720.888.4686 e: patrick.orovostCilcenturvlink.com Office Hours 7:00 AM to 3:30 PM MST EAVIREW &ma CemuryUink Please send all initial requests to NationalRelo@centurylink.com to ensure visibility by the department. From: Jonah Weaver <Iweaver@bohlereng.com> Sent: Thursday, November 01, 2018 10:09 AM To: Provost, Patrick <patrick.provost@leve13.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Tyler Hoorn <thoorn@bohlereng.com> Subject: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Hi Patrick, Thanks for getting back to us. In light of there not being any facilities in the project limits, would it be possible for you to review the attached Alley closing document and add notes as needed with a signature? The project is moving forward and we will be submitting the application soon. appreciate your time. Let me know if you have any questions. Thank you Jonah Weaver 1 Project Engineer BOHLER 2255 Glades Road, Suite 305E I Boca Raton, FL 33431 P: 561-571-0280 I M: 561-569-0906 1 jweaverPbohlereng.com www.BohlerEngineering.com Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the sender via reply e-mail and immediately delete this e-mail from your system. From: Provost, Patrick <patrick.provost@ centurylink.com> Sent: Wednesday, October 31, 2018 11:27 AM To: Tyler Hoorn <thoorn@bohlereng.com> Subject: RE: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Tyler, CenturyLink Communications, LLC (National Fiber Optic longhaul/metro network) has received your utility notice. After reviewing the information you provided it has been determined that CenturyLink does not have facilities within the scope of the Project. Therefore it will not be necessary for CenturyLink to relocate or adjust the facilities. Any changes or additions to the Project plans or parameters should be submitted to CenturyLink for review of potential new impacts to the CenturyLink facilities. Please reference the file number 120564 with any future communications. Please make certain that you coordinate with your local Call Before You Dig program to identify any other utilities in the area of your project. Please be sure to Always include NationalRelo@centurylink.com on all future project notifications/utility records inquiries sent to CenturyLink Communications, LLC to insure a timely response. Thank you, Pat Provost Business Analyst, OSP Relocations Century Link 1025 El Dorado Blvd Broomfield, CO 80021 p: 720.888.4686 e: patrick.provost(o�centurvIink.com Office Hours 7:00 AM to 3:30 PM MST LeivellaV eeoor, CerturyUn k 2 Please send all initial requests to relo@centurvlink.com to ensure visibility by the department. From: Tyler Hoorn <thoornPbohlereng.com> Sent: Monday, September 10, 2018 11:26 AM To: NationalRelo <NationalRelo@centurylink.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Chris LaII <clall@bohlereng.com> Subject: Proposed Development at NWC NW Park St (SR -70) & NW 3rd Avenue Good afternoon, Attached is a PDF that contains a concept plan for a proposed development at the Northwest Corner of NW Park Street (SR -70) and NW 3rd Avenue in Okeechobee, FL. Based on our due diligence, we have located an alleyway spanning from NW 3rd Avenue to NW 2nd Avenue, denoted in red in the PDF. Per the proposed development, we intend to request to abandon the existing alleyway and will need to relocate any utilities located within. As a part of the process, we are required to complete the New Street or Alley Closing Application that is also attached. This application needs us to get an authorized signature. Therefore, we are interested in setting up a meeting to discuss the steps that we will need to take to satisfy any potential comments associated with the abandonment. Please let me know if you require any further information for this request. Thank you very much, Tyler Hoorn, EIT BOHLER El fa (e 1' X F; L: Ft r 3 fY 2255 Glades Road, Suite 305E I Boca Raton, FL 33431 P: 561-571-0280 I thoorn@ bohlereng.com www.BohlerEngineering.com Confidentiality Note: This e-mail, and any attachment to it, contains confidential information intended only for the use of the designated recipients, which information may also be privileged. If the reader of this e-mail is not the intended recipient, the document has been received in error and any use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. If you have received this e-mail in error, please notify the sender via reply e-mail and immediately delete this e-mail from your system. This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. 3 Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form INSTRUCTIONS: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Florida Power & Light 863-467-3721 or Donna Padgett 863-467-3708 Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 407-814-5318 Victoria Buchner victoria.buchner@centurylink.cont Authorized Signature Typed Name & Title Phone No. Date Comcast Cable The Al r o�/u44(I /Zck c 61 et Wk e 5ei 1o1� ufU he 863-763-2824 ('A r�t'nq�/ nT on .{te dCufo,nzyL / bi- PC tmhe 107 NW 7th Avenue 604101St' A+2.- illc kerlest n end R00ii4iM 0P . ex, il,nc de �g �MColacsau, dcncc,_ ( ;1 547/_—__77Z 321- �f� " Typed Na ne l Phone No. eArt5Mod-lon S')1ooWisot2 Okeechobee Utility Authority John Hayford Z Dati. 863-763-9460 100 SW 5th Avenue Authorized Signature Typed Name & Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Date Authorized Signature Typed Name & Title Phone No. Date Springsteel, Anthony From: Sent: To: Cc: Subject: Attachments: Categories: Jonah Weaver <jweaver@bohlereng.com> Monday, December 3, 2018 5:53 PM Springsteel, Anthony Christopher Rogers; Steven Lipofsky [EXTERNAL] FW: Alley Closing City of Okeechobee New Street or Alley Closing Application.pdf Green Category Tony, Below is the response from the developer. You can also add in the notes of the petition the conditions you require as discussed. Let me know if you need anything else. Thanks again From: Steven Lipofsky <slipofsky@ferbercompany.com> Sent: Monday, December 3, 2018 5:34 PM To: Jonah Weaver <jweaver@bohlereng.com> Cc: Christopher Rogers <crogers@bohlereng.com> Subject: RE: Alley Closing City of Okeechobee The developer is fine with paying for these costs as part of the project. Let me know what else you/they need to sign off. Thanks Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompany.com 1 Office 561.210.9105 1 Cell 772.215.0125 From: Jonah Weaver <iweaver@bohlereng.com> Sent: Monday, December 3, 2018 5:25 PM To: Steven Lipofsky <slipofsky@ferbercompany.com> Cc: Christopher Rogers <crogers@bohlereng.com> Subject: FW: Alley Closing City of Okeechobee Steve, See response from comcast below. From: Springsteel, Anthony <Anthony Springsteel@comcast.com> Sent: Monday, December 3, 2018 5:04 PM To: Jonah Weaver <iweaver@bohlereng.com>; mary <mary@chobeecomm.com> Cc: Christopher Rogers <crogers@bohlereng.com>; McEnroe, Jeannine <JEANNINE MCENROE@comcast.com>; 1 Johnson, Rick <Rick Johnson@comcast.com> Subject: RE: Alley Closing City of Okeechobee Jonah, As per our conversation, every relocation request is case by case and dictated by the configuration of the existing plant. I will work on finalizing the cost estimate for you but as of what was walked out today you would be looking at approximately $1,333.76 in labor and $250.00 for design/as-built cost to relocate the existing aerial fiber and coaxial plant to the west to the pole line on NW 3rd Ave. We will also need to relocate the existing power supply as well to the west, the cost for the labor, material and permit for this would be approximately $3,000.00. The total estimated amount would be approximately $4,583.76. If you should have any questions or concerns please let me know. Thank You Anthony Springsteel Construction Supervisor Comcast Cable 3960 RCA Blvd Suite 6002 Palm Beach Gardens, FL 33410 Office (561) 804-0973 Cell (561) 321-3425 Fax (561) 454-5899 From: Jonah Weaver <jweaver@bohlereng.com> Sent: Monday, December 3, 2018 4:34 PM To: Springsteel, Anthony <Anthony Springsteel@cable.comcast.com>; mary <mary@chobeecomm.com> Cc: Christopher Rogers <crogers@bohlerenR.com>; McEnroe, Jeannine <jeannine mcenroe@cable.comcast.com> Subject: [EXTERNAL] RE: Alley Closing City of Okeechobee Tony, Attached is the Utility plan with Fiber and Cable separated with separate conduits and pull boxes. There is approximately 350 ft of fiber and cable with two pull boxes for each run, totaling 4. They are in the shared easement with electric. I'll give you a call to discuss From: Springsteel, Anthony <Anthony Springsteel@comcast.com> Sent: Monday, December 3, 2018 8:57 AM To: Cameron Cutting <ccutting@bohlereng.com>; mary <mary@chobeecomm.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Chris Lall <clall@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com>; McEnroe, Jeannine <JEANNINE MCENROE@comcast.com> Subject: RE: Alley Closing City of Okeechobee Jonah, Attached is the Comcast design print for the area in question for the new WaWa's. 2 Mike/Mary Can you get me a cost estimate for the need work for the relocation of the node and power supply in the alley. 3 From: Springsteel, Anthony Sent: Wednesday, November 28, 2018 2:59 PM To: Cameron Cutting <ccutting@bohlereng.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Chris LaII <clall@bohlereng.com>; Jonah Weaver <iweaver@bohlereng.com>; McEnroe, Jeannine <leannine mcenroe@cable.comcast.com> Subject: FW: Alley Closing City of Okeechobee Cameron, Per our conversation I have reviewed the attached request for abandonment of the existing easement. The approval/release of the existing easement would be contingent on the developer/owner reimbursing Comcast for the redesign and relocation of our existing plant. If you should have any questions or concerns please give me a call. Thank You Anthony Springsteel Construction Supervisor Comcast Cable 3960 RCA Blvd Suite 6002 Palm Beach Gardens, FL 33410 Office (561) 804-0973 Cell (561) 321-3425 Fax (561) 454-5899 From: Cameron Cutting <ccutting@bohlereng.com> Sent: Wednesday, November 28, 2018 11:43 AM To: Springsteel, Anthony <Anthony Springsteel@cable.comcast.com> Cc: Christopher Rogers <crogers@bohlereng.com>; Chris Lall <clall@bohlereng.com>; Jonah Weaver <jweaver@bohlereng.com> Subject: [EXTERNAL] Alley Closing City of Okeechobee Anthony, We are proposing a 6,119SF Wawa on Park and 2"d Ave in the City of Okeechobee; where the existing site currently contains a 10' shared utility alley through the center. We are currently proposing to relocate these utilities south of the new building. We have already coordinated will all other Utility Providers and need Comcast approval to continue. See attached Site plan showing new location of Comcast Utilities in a cleaned up format to emphasize these. Also attached is the full Utility Plan, and the Application for the Alley Closing. We are currently tying into the northern pull box, can you confirm this is the correct facility? If our plan is acceptable please sign on page 3 of the Alley Closing form and return to us. If you have comments simply reply to this email with your instruction for our revision. As I mentioned in our phone conversation earlier today we need this as soon as possible, and we appreciate your coordination with us on this. Cameron Cutting 1 Intern - Design Engineer 5 HUMT arwc, Chap4oQ n 5d�. lfre�w l ,;oo:. Mcd..tvn (111,4i `.nal. 11' r..r Interim. 4-, 41 1p 73) 3.4 NW 2nd S 05 a (O sd O [IOC'.1 O d O- f� PakSt OM En Int 135' ow koie imp MN Mb ow 6=.1 as Ns 301 • Nr; 21 4 CII'II'NOFOK EC11-11OI:3IE1 Refl.-OF-WAY AIffiM!'ompAENTP TIITIIOI1 Ui1iil ty Comznparrapes Au , ®rlm' ago l PI= 3NSTRUCTIIO JSa Delieier the ribetntiorra and this Tem to the feilluwing Utlli Cu must be sl , ed and dated with ai contact nuutuleer k®r eaeke �ersoa�e panties for their comments. ➢t Florida Power & Light Jr' L C 0y.Ci 4- S k { U c'F- eke) 863467-3721 or 'T u t ahst,d L.O Ar- --"b I f 034, 4. 1---t ).Q Donna Padgett E. o .A-Y -rt, 6 ..)\r"" (k 4 t 1- 863-467-3708 t, N L. , A 1.L ., Authorized Signature -1) C) si rl A- P 4 t te)e3 -1467- r./6) 6) —1 q tL Typed Name & Title Phone No. Date Emhart! d/b/a Century Link 407-814-531 Victoria Buchner victoarda,laachn erOceiataatl itakrin Authorized Signature Typed Name & Title Phone No. Date Comcast Cable 863-763-2824 107 NW 76 Avenue Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority__ _ 1%S t �t John Hayford 863-763-9460 100 SW Sth Avenue 7'%fir Cet:tic- .�•«clo' 6'-X?- 94 Typed Name & Title Phone No. *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDFFION TO CITY OF OKEECHOBEE SUBDIVISIONS 146 f8 Date Hamrick Estate T/ -f 41/£ w ,N 4/0c /S_ e,7 ,ra2KtEc,4 Gil Culbre::h, Co -Trustee 863-763-3154 Authorized Signature TI.e. eeg%/Y„T'"• J7 3'31C1 /2,f5T Typed Name & Title Phone No. Date Patty Burnette From: Steven Lipofsky <slipofsky@ferbercompany.com> Sent: Friday, December 21, 2018 3:52 PM To: Patty Burnette; Marcos Montes De Oca Cc: Christopher Rogers; Jonah Weaver; Kimberly D'Andrea; Patrick Dolezal; Janet Coulther Subject: FW: Alleyway for WAWA Attachments: Scanned from a Xerox Multifunction Printer (20).pdf Patty & Marcos Thank you for your patience here. Attached is the signed letter of consent for the alley abandonment signed by Gil. This should be the last outstanding item you were waiting on us for. Have a Merry Christmas & Happy New Year! Steve Lipofsky, PE 1 Director, Retail Construction Services The Ferber Company, Inc. 1 2655 North Ocean Drive, Suite 401, Singer Island, Florida 33404 slipofsky@ferbercompany.com 1 Office 561.210.9105 1 Cell 772.215.0125 From: Patrick Dolezal Sent: Friday, December 21, 2018 3:50 PM To: Steven Lipofsky <slipofskv@ferbercompany.com> Subject: FW: Alleyway for WAWA E. Patrick Dolezal I The Ferber Company, Inc. 2655 North Ocean Drive, Suite 401, Singer Island, FL 33404 pdolezalPferbercompany.com I Office 561.625.9125 1 Cell 561-427-5422 I Fax 561.625.9431 A Please consider the environment before printing this e-mail From: Gil Culbreth <gil@gilberthasit.com> Sent: Friday, December 21, 2018 3:46 PM To: Patrick Dolezal <pdolezal@ferbercompany.com> Cc: Mike Hamrick <mhamrick@rnanateelegal.com> Subject: Alleyway for WAWA Patrick, Enclosed is the signed Abandonment of Right_A_Way Petition. Have a Merry Christmas. Gil Gil Culbreth • owner 1 LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve Lipofsky, PE with Southeast Investments, LLC & Christopher Rogers, PE with Bohler Engineering to act on behalf of JMass Management, LLC, in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Street & NW 3rd Ave, Okeechobee, FL 34972. STATE OF FLORIDA COUNTY OF C e t The foregoing instrument was acknowledged before me this 2018, by 4. I P ccrP Lt A . FO cUQ 9. lilday of NiNe nber , the , on behalf of the corporation. -I e'She is personally known to me or have produced pv, Dk, as identification and Q/did not) take oath. Notary Public State of Florida Christian Nicole Johns My Commission GG 019282 Expires 08/08/2020 III took \otary Public C hY isfia r,.).& r Print Name Commission No. Expiration Date: LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve Lipofsky, PE with Southeast Investments, LLC & Christopher Rogers, PE with Bohler Engineering to act on behalf of David R. Watford, in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Stree NW 3rd Ave Okeechobee, FL 34972. Signature: D/Jo/b (,)1q %O /.� ame (printed) STATE OF FL RIDA COUNTY OF KQQ1*-022Q The foregoing instrument was acknowledged before me this day of 4(N , 2018, by MAY Id. W0.tf Or& the , on behalf of the corporation. She is personally known to me or have produced pL, 'D I, as identification and .'did not) take oath. Notary Public State of Florida . Christian Nicole Johns < My Commission GG 019282 Expires 08/0812020 Print Name rr�� Commission NoGG 0 nd g 9 Expiration Date: (181q1.043-6 LETTER OF AUTHORIZATION To Whom It May Concern: This letter authorizes Steve Lipofsky, PE with Southeast Investments, L.I.0 & Christopher RogeLi, PE with I3ohler Engineering to act on behalf of 205 N Parrot Ave 1 folding;, I .I .C, in regard to all permits and applications for approval through the City of Okeechobee, as well as but not limited to all regulatory agencies, departments and governmental agencies of FDOT, Coquina Water Management District and FDEP, necessary for the construction and development located at the NWC of Park Street & NW 3`d Ave, Okeechobee, FL 34972. Signature: Name (printed) HA* pea— L 2( - STATE' OF FLORIDA COUNTY OF The foreg 20 • by e was . cknowledged before me this day of0\040e/ the , on behalf of the corporation. Ile/She is as identification and (did/did personally known to me or have produced not) take oath. • No. Michelle Brownstein NOTARY PUBLIC STATE OF FLORIDA Conan# FF223837 Expires 4/28/2019 ii"iere,tiegotaSla Print Name Commission ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We, 205 N Parrot Ave Holdings, LLC (insert name(s) of the owner(s) name, person(s) who is signing the letter of consent) own the following property: 3-15-37-35-0010-01560-0010 (Parcel 1, Lots 1-4) (insert the legal description of the property) Do hereby consent or agree. with my/our signature below. to the closing of the alley and/or street described below: SWC of NW 2nd St & NW 2nd Ave, Okeechobee, FI, 34972, South of Parcel 1, Lots 1-4. (insert the legal description of the street or alley requesting to be closed) (See Attached Legal Description) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com information) 16Z4L-- Signature of Property Owner Signature of Property Owner �i2t 'L /1- C LAII--- Printed Name Printed Name STATE OF FL COUNTY OF Palm Beach The foregoing instrument was acknowledged before me this by p2)1 (date) ovVki 201 g who is personally known to me or who • roduced identification and who did (did not) e oath..1lIAA Qp � CN (Seal) Whelk) Brownstein NOTARY PUBLIC STATE OF FLORIDA Cormrdt FF223837 Expires 4/28/2019 v.) as (Notary Public signature) Commission No. d 7-)C6 M‘die/Rte-otMlj (Name of Notary typed, printed or stamped) Division OF CORPORATIONS I / Org f)i 111;l0j; r) Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company 205 N. PARROT AVE. HOLDINGS, LLC Filing Information Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed 04/21/2010 Event Effective Date NONE Principal Address 2501 NO. PARROT AVE. OKEECHOBEE, FL 34972 L02.000017576 59-0934890 07/12/2002 FL ACTIVE CANCEL ADM DISS/REV Changed: 09/17/2012 Mailing Address 850 NW FEDERAL HIGHWAY 206 STUART, FL 34994 Changed: 09/17/2012 Registered Agent Name & Address CLARK, HARPER R 5100 SW. HAMMOCK CRK. DR. PALM CITY, FL 34990 Name Changed: 04/29/2008 Address Changed: 04/29/2008 Authorized Person(s) Detail Name & Address Title PRES CLARK, HARPER R 5100 SW. HAMMOCK CRK. DR. http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=205NPARR... 1/2 ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We, TBD till v� j✓%i�0V�'/e (insert name(s) of the owner(s) name, persons) who is signing the letter of consent) own the following property: 3yr5 37` Oo;0--O/SbZ>-coo7o 3--/C- 37. 351 ooio -of;6.0 - Oa'o (insert the legal description of the property) (Parcel 2, Lots 7, 8, 9, & 10) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or Street described below: NEC of P2rk Street & 3rd Ave Okeechobee, FL 34972 (North of Parcel 2, Lots 7, 8, 9, & 10) (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com information) Situ o roperty Own Via✓ Printed Name STATE OF FL ,e)t,„1 COUNTY OF ezicmseach ( fc e 12_,44,)(1..2,e Signature of Property Owner Printed Name The foregoing instrument was acknowledged before me this (date) by p -y f.'Xc-\le v(`?imb°{ (9751aolz who is Ersonally know to me or who produced as identification and who did (did not) take oath. (Seal) A?5;L ViNSON - State of Florida Co'r'rss:Cn; GG 143942 .% MyC-'rr.ixDire sSep 17,2021 :.,,nas_rEINetaryAssn. 0 A/140 (Notary Public signature) Commission No. �-f �-) \I(-L1 (Name of Notary typed, printed or stamped) DIVISION OF COPPORATIOI:S ' I / �J17!';1(_)_+ of Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company JMASS MGMT, LLC Filing Information Document Number L14000152376 FEI/EIN Number 47-1957997 Date Filed 09/30/2014 Effective Date 09/30/2014 State FL Status ACTIVE Principal Address 180 NW 3RD AVENUE SUITE A OKEECHOBEE, FL 34972 Mailing Address 180 NW 3RD AVENUE SUITE A OKEECHOBEE, FL 34972 Registered Agent Name & Address FADLEY, JEFFREY A 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 Authorized Person(s)Detail Name & Address Title MGR FADLEY, JEFFREY A 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 Title AMBR FADLEY, MAGGIE 180 NW 3RD AVENUE, SUITE A OKEECHOBEE, FL 34972 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=JMASSMG... 1/2 ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We, b(,;.„), (insert name(s) of the owner(s) name, person(s) who is signing the letter of consent) own the following property: TI O,Y(:-e\ \D • 3- 15-3-1- J DD 10 (Parcel 3, Lots 11 & 12) D151.D0 - Quo (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: NWC of Park Street & 2nd Ave, North of Parcel 3, Lots 11 & 12, Okeechobee, FL, 34972 (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If compa • the Registered Agent or President/Managers Name and attach Sunbiz.com infor 1 L nature of Property Owner D/WD £MT»iRJ Signature of Property Owner Printed Name Printed Name STATE OF Of�( . COUNTY OF 014,e ah . The foregoing instrument was acknowledged before me this 1Tho ata (date) by 1- ,.V1 c).. v3o..--weicok who is personally known to me or who produced identification and who did (did not) take oath. (Seal) (' . Notary Public State of Flc.. b is �y�yg .Christian Nicole Johns � l p c N My Ccmmssion GG 019282 i '�io Expires 08!0812020 drealanhd."&ailiAl Notary P�• lic signature) Commission No. (g 619 On "IA&r Joh\-\ as (Name of Notary typed, printed or stamped) ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee r S O I/We, +f Befterl�state) eki' t'�1.a't � 1 5 U p#'a`' li /�, °L ( , (insert name(s) of the owner(s) name, person() ho is signing the leiter of consent) own the following property: Parcel ID# 3-15-37-35-0010-01560-0050 (Lot 5, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida) (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: Property located on NW. 2nd Street. The Alley located on the south property line for lot 5, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. 1t if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com in rmation) Sign Printed Nan? STATE OF COUNTY OF OYcf c hobee Signature of Property Owner Printed Name The foregoing instrument was acknowledged before me this '\ Y CCIY ),7r I 1 20 t by vef yq TrA ?lIN (date) who is personally known to me or who produced P'1CScr)ri t ('f }LfCuY) as identification and who did (did not) take oath. • (Seal) (671k'L ,g67(16:32,44 (Notary Public signature) Commission No.& E1 232(.0a) (Name of Not ° daoto idmgiiip • , L _ < My Commission GG 252620 4a,dr Expires 08/26/2022 PareeUD -] 37-35-0010-01560-0050 Prepared by and Return to: Okee-Tantie Title Company, Inc. 105 N. W. 6th Street Okeechobee, Florida 34972 FILE NO. 36548 Personal Representative's Deed This Indenture, Executed this December 20, 2018 A.D. Between 11111111111111111VIII 111111111111111111' FILE IlLIN 2018015004 OR Bk 817 PG 1851 r SHARON ROBERTSON,. CLERK E: COMPTROLLER OKEECHOBEE COUNTY? FLORIDA RECORDED 12/27/2018 [)4:41:26 PM AMT $2301000.101) RECORDING FEES $27.00 DEED DOC $17610.00 RECORDED BY 6 Mewbourn P9s 1850 - 1852; (3 P9s) LESLY JOLEEN FLEMING, PERSONAL REPRESENTATIVE OF THE ESTATE OF RUSSELL HOUST,ON.BARBER\A/K/A R.H. BARBER, DECEASED, whose address is 200 NE 4THi VENUE, Okeechobee, Florida 34972, hereinafter called the grantor, to JMASS MGMT, FLORIDA LIMITED_LIABILITY COMPANY, whose post office address is:; 180'NW 3RD2AVENUE STE A, Okeechobee, Florida 34972, hereinafter called the grantee: Whenever used herein the term "grantor" ( and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corpo ations) Witnesseth, that the grantor, for `and in consideration/ of the' sum\ f Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains; sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Okeechobee County; Florida;` ! '.\ "'/N LAND DESCRIBED ON ATTACHED EXHIBIT "A" Parcel ID Number: 3-15-37-35-0010-01560-0050 Subject to covenants, restrictions, easements of record and taxes for the currentyear. N Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2018. DEED Okeechobee Closers' Choice Book817/Page1850 CFN#2018015004 Page 1 of 3 Exhibit "A" LOT 5, BLOCK 156, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. File Number: 36548 Legal Description with Non Homestead Closer's Choice Book817/Page1851 CFN#2018015004 Page 2 of 3 In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: Witness Printed Name a„,L.2 Witness Printed Name 0 State of TENNESSEE County of LE RE Address: 200 VENUE, OKEECHOBEE, FL 34972 e The foregoing instrument was acknowledged before me this December 20, 2018, by LESLY JOLEEN FLEMING, PERSONAL REPRESENTATIVE OF THE -ESTATE OF RUS. ELL HOUSTON BARBER A/K/A R.H. BARBER, DECEASED, 'who is/are personally known t•n or w. • has pr• a u ' • : license as identification. ED PF is kL) �/� F,�ro. TEN�� DEED Okeechobee Closers' Choice /Notary Public Print'Name:• ‘My Commission Expires' Book817/Page1852 CFN#2018015004 Page 3 of 3 ALLEY AND/OR STREET CLOSING CONSENT LETTER TO: City of Okeechobee I/We, JMass Management LLC. (insert name(s) of the owner(s) name, person(s) who is signing the letter of consent) own the following property: Parcel ID# 3-15-37-35-0010-01560-0060 (Lot 6, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida) (insert the legal description of the property) Do hereby consent or agree, with my/our signature below, to the closing of the alley and/or street described below: Property located on SEC of NW 2nd Street and NW 3rd Ave. The Alley located on the south property line for lot 6, Block 156, City of Okeechobee, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida (insert the legal description of the street or alley requesting to be closed) (Note: if property is in two names by the word "and" both signatures are required, ie: Jim and Jane Doe. It if is in "or" only one signature is required, ie: Jim or Jane Doe. If company, the Registered Agent or President/Managers Name and attach Sunbiz.com �nbrmatio ) STATE OF ,6 COUNTY OF Signature of Property Owner Printed Name The foregoing instrument was acknowledged before me this iP(Oter 12 201 g (date) by lffi-M A, V-GON who is personally known to me or who produced identification and who did (did not) take oath. 20/4- &Iri-6gee (Notary Isublic signature) (Seal) Notary Public State of Florida • Cayla S McDugald - My Commission GG 252620 Expires 08/26/2022 '�P raga (Ni Kv�a,v✓� as Commission No. 6C-1 2S-2(02.0 (Name of Notary typed, printed or stamped) PREPARED BY AND RETURN TO: Jeffrey A. Fadley, Esquire 180 NW 3'd Avenue, Suite A Okeechobee, FL 34972 1111111111111111 WM131111 11111111 FILE NUM 2018006.62 OR BK 807 PG 1042 SHARON ROBERTSON, CLERK & COMPTROLLER OKEECHOBEE COUNTY, FLORIDA RECORDED 05/17/2018 08:33:21 AM AMT $100.00 RECORDING FEES $18.50 DEED DOC $0,70 RECORDED BY F Conner P9S 1042 - 1043; (2 P9s) (Space Above This Line For Recording Data) QUITCLAIM DEED THIS INDENTURE made this 1'► day of February, 2018, between JEFFREY FADLEY, first party whose address is: 510 SE 8th Avenue, Okeechobee, Florida 34974 and MARGARET FADLEY, first party whose address is 510 SE 8th Avenue, Okeechobee, Florida 34974 and JMASS MGMT, LLC, second party whose address is: 180 NW 3`d Avenue, Suite A, Okeechobee, Florida 34972. WITNESSETIli Tliat said<first>party, for and in consideration of ten dollars ($10.00), and other good and valuable consideration M'said first partymhand paid by said second party, the receipt whereof is hereby acknowledged, does hereby release, remise, and quitclaununto the said second party, and second party's heirs, successors and assigns forever, all of first party's interest in thehowmg described land, situate, lying and being in Okeechobee County, Florida, to wit: � 5 Parcel No.: 15337=35'-0010-0156020060 " Site Address: 180 NW 314 Avenue, Okeechobee, Florida 34972 plat the frecorded in Plat Book2, Page 17, copy of saipla being also recorded in Plat Lot 6 of Block 156, Okeechobee, according to th Public Records of St. Lucie County, Florida, Book 1, Public Records of Okeechobee;Flonda. Subject to restrictions, reservations and easements ot%ecord, if an TO HAVE AND TO HOLD first party's interest4n the aforementioned premisesunto the second party, their heirs, and assigns forever. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Book807/Page1042 CFN#2018006462 Page 1 of 2 written. IN WITNESS WHEREOF, first party has hereunto set first party's hand and seal the day and year first above Signed, sealed and delivered in our presence: s - Signatu (if3t J \ Thr Witness - Printed Name - Signa airmft0 Saha - ^lei Witness - Printed Name:-:' f ?moi* STATE OF FLORA COUNTY OF OKE‘ EC.HOBEE day,beI HEREBY CERTIFY that on Ilam e ,an officer duly qualified to take acknowledgments, personally appeared JEFFREY' A. FADLEY, who producediaFlonda Driver's License as identification and who executed the foregoing instrument and�acltnowledged before:Me}the execution of same this 1st day of February, 2018. Oc Shaw k 4, Christian fi0n4. �(iCi0F1 281 _S Q®0TaINI Q iN11f\1/ Notary Pub 4 Expire‘,....es.es08/00/2020 ,r�•. pUBL-1C Age mist t9 �S gpaatl ��' 6hnc Witness - Printed Name faM►!jam esS Sig • 1 .A1,0 Witness - Printed Name STATE OF FLORIDA COUNTY OF OKEECHOBEE MARG ' FADL1Y i,. I HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared MARGARET FADLEY, who produced a Florida Driver's License as identification and who executed the foregoing instrument and acknowledged before me the execution of same this 1't day of February, 2018. Book807/Page 1043 CFN#2018006462 Page 2of2 \oa )0 0�3, :TURN To This Document Prepared By d:_a Jay E. Eckhaus, Esq. Jay E. Eckhaus, P.A. 151 Windward Drive Paim Beach Gardens, Fl 3341~; Parcel ID Number. 3-15-37-35-0010-01400-0010 3-15-37-35-0010-01560-0010 Grmtcc a 1 TIN. Grmtcc $2 TIN Special Warranty Deed This Indenture.M.adcthts_ 23rd d*of July. 7U0: AD. L' Place Properties, Ltd., a Florida limited KJti8I ( 539 Documentary Stamps pad in the amount of , .GO Class C 1 Sttaton R, C!eck rA Circuit Court Okeechobee County. Ftcukia A'1 ..(.dl .,... Tax pard in the amount BY: Between par tizership of the Counhof Pa1m Beach State of Fla:ida 205 N. Parrot Ave. Holdings, LLC, a Florida Limited Company nhoseaddtcssis: boO1 Pamela of the Count' of Palm Beach D.C. grantors. and Li ab i lity Lane, West Palm Beach, FL 33405 , State of Florida , grantees. Witntsselh, Iharlhc GRANTORS. for and"in consideration oldie sum of TEN /' DOLLARS (S10) DOLLARS. and other good and valuable c8nsidcntion to GRANTORS inland paid by GRANTEES. the receipt whereof is hcreb) acknonlcdged- have/granted bargained and sold,lo the said GRANTEES and GRANTEES' heirs. successors and assigns fore cr, the following described Mand_ situate. lying and being in the County of Okeechobee State of Flak ida to nit: Lots 1 through 12, inclusive, Block 140. CITY OF OKEECHOBEE, according to the map or plat thereof as recorded in Plat -Book 2; Pages) -17, Public Records of St. Lucie County, Florida, a copy ofsai pat being also recorded in Plat Book 1, Page 10 and Plat Book 5. Page 5, Public Records.ofOke chobee,County, Florida. AND,/ Lots 1 through 4, inclusive, Block 156, TQW'N OF OKEECHOBEE, according to the map or plat thereof as recorded in Plat Book -Z, Page(s) 17, PubliclRecords of St. Lucie County, Horida. a copy of said piat`beingalso recorded in Plat,.Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. - Subject to conditions, restrictions, reservations and/ easements of record and all zoning and other restrictions imposed`by governmental regulations, without reimposing same and taxes subsequent to 2001. Together with all tenements., herednam.Trts and aMnutett:mas thenen belonging or in an)atsc apper :ming. 6 I I 5 4 0 To Have and to Hold, dtc s:mc in fee simple fore%er. And lb,: grantors h.yeM c0a1.7114:11 a.th Sakti gm:111I_c 11411 grantot. A1C I::\U1iIl' .cv.d of .21d lad 1111 r .uuplo 11141 gr:mhx: have gold flglll and laalul aulbonls to -tell and .09%1- sahl laud. that g1:U1101: lochs lilll% aa:raul Uk• Into is sant land and all .kfakl the surto agatrst the laaiul damn: ul all p..wm. lanmu11 in • through 01 under glanhvs In Witness Whereof. the grantors hart hereunto sr thea hand: a d ...3k Ilk do and %c.0 tiles ahoc ..rtnen Signed, sealed and delivered in our presence: L'P1ace Prol.'k•lties, Ltd., a FI?rilia limited partt: rship By: L'I'1c.., 11.-,pertiis 1 o a !'i i.ia corp.:r at i an, G' ,,J2( ,ARTNER _ L:)UL 3$v: _ 2-' f --� Arnold Levitan F -.'1•,,k\C`� P.U. Address 150 Tequesta Printed il v. ,` 'Name. Drive, Tequesta, FL 33469 , /fir /in-,/ //L / vi/7LfVV Printed Name STATE OF F1o`rida COUNTY OF --Palm Reach, The foregoing/instrument was 'acknowledged before me this 23rd day of July, 2Q 2 by Arnold'; Lev itan, President of L' Place Properties, Inc.,' a` Florida corporation and a general partner of L'Place Properties, Ltd., a Florida limited partnership, on behalf ^f the corporation ,nd the partnership he is pers^nally known to me or he has produced his Florida driv'r's license as identification. \ - • 374569 FILED FO3-RLCO'. Print '. �P'e OKEECH `Rt. COUNT • No ��'ub11c f�'ission .Expires: / / 2002JULi6 Pt' 1-f2//,` M SHARON CLERK OF CIRCUIT COUR : Jay E_-Eckhaufs 1� ExP Not 1I, „47.%,„•:. aerdeIThu; ttlm,ele C4. by Prepared by apd return to: JOHN D. CASSELS, JR. Partner CASSELS & MCCALL 400 NW 2nd Street Okeechobee, FL 34972 863-763-3131 File No.: 8195 1111111 IIIII rill" IIIII "illi 1111111111111 FILE NUM 2014009463 OR BY. 752 PG 395 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FLORIDA RECORDED 10/17/2014 02:55:29 PH ANT $575,000.00 RECORDING FEES $100.00 DEED DOC $41025.00 RECORDED BY t1 Pinon Ps 395; (1 P9) Parcel Identification No. 3-15-37-35-0010-01560-0070 & 3-15-37-35-0010-01560-0090 "Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 17th day of October, 2014 Between PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability company whose post office address is Post Office Box 2030, Okeechobee, FL 34973 of the County of Okeechobee, State of Florida, grantor*, and JMASS MGMT, LLC., a Florida limited liability company whose post office address is 180 NW 3rd Avenue, Suite A, Okeechobee, FL 34972 of the County of Okeechobee, State of Florida, grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) 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: Lots 7, 8, 9, and 10 , Brock 156, OKEECHOBEE, according to the plat thereof recorded In Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Subject to restrictions, reservations and easements of record, if any. 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 grantors hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witnes Name: HIM Witness'Plame: MeV l'enip CIA( I : State of Florida County of Okeechobee PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability pany By: ►i ,]3 (�� LOUIS T. COX, JR., anaging Member By: L' 641 ANG EIL4 PINDER COX;-Mana( ling Member The foregoing instrument was acknowledged before me this 17th day of October, 2014 by LOUIS T. COX, JR., Managing Member and ANGELA PINDER COX, Managing Member of PARKVIEW OF OKEECHOBEE, LLC., a Florida limited liability company, on behalf of the corporation. They [X] are . -rsonally known to me or [X] have produced as identification. [Notary Seal] Notary Public State of FPo'u�lted Kann Ammons My Commission EE119767 Expires 0 5107 /2 01 5 ission Expires: Book752/Page395 CFN#2014009463 Page 1 of 1 a..amLarr t>EtED Palk 711..M. u ...._. �. • ^ 1 • RECD{`; LI 01.1 to eine repent ti .... ‘/C -5-5C ? Wrti f�aX 3 9 T FF 3 Y?73 meati S S .... a.bco ranm a+ 111.1 Alenf 116 UNE leat 1px2SVG DAT. Documentary Stamps paid n the amount €i g4D_OD Crass C lof ___ _ Iaf Prod in the amount aShown at Ciait Oasts �I. C Sr."aE .1lnj Tab LL.E FOPS 12 .Lwin Mitis Parrantg4Eirrh, h. the _gni d.T, of 19vCUST .:04/ - by UP—SRE R- L✓ to l 1� 7't�i e hereiaaftei caned the Grantor- w "ase pall Offre address is, Q Phittvie V t e g r • • ^ ` i. hereinafter called the Greer. ere 'Skew- — -torr — an N ere r 4 err. r ! ire _• .n/.__..^a econet ltntlft Greauw. and in consideration of the lama of S �j eigand other rabdable, considerations_ receipt thereof is hereby 04- ledged, thereby gran s Is. chews. remises. releases. conveys and C Iracs antero the Graaue( rill that certain land_ sttratf fr� C! fA caPSmrtt•. Staleof /0AMA _ Logs 1 / M,vi o r BLaC ISC OF T// 774W,V jF yet �.v RCCoiliWA 70 'i RExafeDas O1T Pier BUM'l?/A a de R �StCeaCtfte.1dQ.4F appr,le aces thereto b.rlawaug or in aRynrisf apjK"lain %-g_ i•ga Palsy am.b tII ML. W , the same a fee sample forever_ Atoll the Grantor hereby cotenants wink said grader that tic grantor is lawfally seized of said land in fee simple: that the grantor has good right and ldsfal a.ahority to sell mad comvey said land. and hereby warrants the title to said land and ..dl defend the same against the larfal.claiawi of all persons rllomsoe er: and that said land is free of all cwcabraaces. except tares acrraiag subsegrent so'fiecea.ber 31.' Ott !Fitnessillitertof, the said Grantor has signed and scaled these -presents the day and year first above written. S seal!d and dfli}'cred inthe presrwcc of: �]�(//- T o»y A- ilaigrsavi weer sa•+.. �.. r.. oa.e, ,�y.nrw.ntl`.l .v /rtfa/ Peel lee Wee Semen no r C.-0 .. 1 ev 381176 rein STATE OF P7QRJ D4 COUNTY OF QtEE4/108EE .,.. f ? 7- r ,% �3 t..ceee >. , 3 '973 ;2DL C.(iraer Sweet_ 4 um 71%17 DEG —2 1118:51 SH� :N ^`O"a"4 CLERK OF C?Ri:J1TCOURT reed Pier 1 kerrbs Certify [Lot as rill day_ before et, am officer doly seliorilrd ao adieu:ars+cr Darks and talc ackaowlcfceran- pe sosally appeared It km.o to me to be thc person .irscnbrd to and . ho executed the foregoing instrument_ .ho ac know lcdzcd before me that 15f exccanrG Ihr same. and an nub was not taken Ore k ore. XSad person(si osixer personally mown to mat. J Sad persowl1I peos.ded the . 1 toib.ma type oI tdcnttlo oo . %.TT"Rl 11.111-5 ST OAT SFA1 pp I-PSIG' R WATFORD. .FI. i I soy cAiesCSStON•Cc 9e0t12 E0PiFES 44+92-2004 ..s t. CTS..1 0. wee, Sees. a Ikelne 1 hand sod oifteosi seal sn the Comes and Sra+r lar aforesa.d dos of L.t(t A D HLE TM F. IN `:fes' 7.X.. I ', "b T 1 DI G Legal Descriptions LEGAL DESCRIPTION (PARCEL 1) Buhler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561.571.0280 LOTS 1 TROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OF PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED in PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM OHLER ENGINEERING Owner Lists Jmass Management, LLC 180 NW 3`d Ave Suite A Okeechobee, FL 34972 David R. Watford 200 NW Park Street Okeechobee, FL 34972 205 N Parrot Ave Holdings, LLC 850 NW Federal Hwy Suite 206 Stuart, FL 34994 Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561.571.0280 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM F. t4 ej r:27. F • : . -kb Fri ts.la P_ •i r`�.!•!. rI) . 1 2)i It ♦ 1 Z. ti i )%;' t.t Staff Report Alley Closing Prepared for: The City of Okeechobee Applicant: Southeast Investments, Inc. Petition No.: 19 -001 -AC (Part of Alley in Block 156 between NW 2nd and 3'd Avenues) 1375 Jackson Sheet # 206 rod Myers, FL 33901 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC en,ersi`L1ri d, tori, Owners Site Address Contact Person Contact Phone # Contact E-mail 205 Parrott Ave. Holdings, LLC 2740 SW Martin Down Blvd., #247, Palm City, FI 34990 David R. Watford, 200 NW Park St., Okeechobee, FL 34972 Jmass Mgmt., LLC, 180 NW 3rd Ave, Ste A, Okeechobee, FL 34972 The east -west alley in Block 156 between NW 2nd and 3rd Avenues Steve Lipofsky Services 561-625-9125 slibofsky@theferebercompany.com Re a Iuest': The matter before the TRC is an application to vacate/abandon the 300 -foot long, 15 -foot wide alley in Block 156 between NW 2nd and 3rd Avenues as shown on the graphic on the following page, and more particularly described in the legal description on page 3. The requested abandonment encompasses 3,750 square feet (about 0.09 acres). The Wawa property (Lots 1 — 4 and Lots 7 — 12) is outlined in ptannii.ng Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC e z • SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) 0.0. LOT 6 NORTI fl ST 2nd STREET El TH STREET (RAT) (70' NICE PUBIC MCMI -CRS -041.) rh )R Ta? 17NF, BM:, !3e EXHIBIT " SHEET 2 O 2 Or 5 O Ca:VrEf 1N£. 15 Poor ALLEN' N00'0947W 750'1009 50) 1 50(9 I 50119 Sots) 1 BLOCI) 156 LOT. I t^'3 LO'2 tort ?3 Sth,'tN£AST COWER t 17 r. EtOCK 156 SOLr MaESr CURNLTR, t(71 4. BLOCK 156 J/! NORTH axe! -x- AY (L . f ti Fc r eta ALLE'r 1 .61811•111411E 1.94 47' 1 POINT OF BEGINNING ,d0IPMnEsr LOT 7, e3LLYZt' ISS LUT 7 for 15' ALL= r S89101431W 29995' .7R7D P) Saint Rk71r-OF OA 'be tiiz e5 F00l era ALLPe Lint 9 { ta± 36 LOT rr BLOCK 156 1 i I I POINT OF COMMENCEMENT ,STATE ROAD NO. 70 ei.co, 156 NORTHWEST PARK STREET hORrt4 r v'osrT '?AT) SWINK'S r wcseAtri; LINE TABLE LING =El L.' 1 M1 'I4ti gar 1F4Q/'.st Kw' Lnr a; a YAR➢AO: RCN 1*-, i' A4NCM& l.MEND irw.'f W �aM.e..tlw N4Y Ps¢C "AMA' 42).346 f1 iCT '2 ,w T1I z. t � � V EC 2 Q 3.2 zs .'.. 511 W a Nw OCAMIIhii A ~Ps A .SSANf74G+ A }YAW* ;Ar .Vs 2 planning Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC Le • al Descri • tion of,Sub•ect Pro • ert LEGAL DESCRIPTION A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THOROUGH 12, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT Z BLOCK 156; THENCE RUN NORTH 00'09142" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 142.54 FEET TO THE NORTHWEST CORNER OF SAID LOT 7, BLOCK 156 AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00'09'42" WEST, ALONG SAID WEST LINE, A DISTANCE OF Z50 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID WEST LINE, RUN NORTH 895043" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 99.98 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE WEST LINE OF LOT 4 OF SAID BLOCK 156; THENCE DEPARING SAID CENTERLINE, RUN NORTH 00.0942" WEST, ALONG SAID SOUTHERLY EXTENSION, A DISTANCE OF 750 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, BLOCK 156 AND A POINT ON THE NORTH RIGHT-OF-WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN NORTH 89.50'43" EAST, ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 199.97 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, BLOCK 156; THENCE DEPARTING SAID NORTH RIGHT-OF-WAY LINE, RUN SOUTH 00'09'42" EAST, ALONG THE EAST LINE OF SAID BLOCK 156, A DISTANCE OF 15.00 FEET TOA POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID EAST LINE, RUN SOUTH 8950'43" WEST, ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 299.95 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 0.09 ACRES, MORE OR LESS. LakZue pl q iin: 3 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC Upon approval of the abandonment, the 3,000 square feet of the alley will accrue to the Applicant (i.e., owners of the Wawa property). The remaining 750 square feet will accrue to the owners of Lots 5 and 6, with each receiving 375 square feet. This apportionment of the abandoned alley is shown on the graphic below and the following aerial photograph. SKETCH FOR DESCRIPTION OA) 4 1.) SLWIT:!--7 NORTHWEST ST 'TEE tf.ti17,t S1t....27 at A 71 AY:f Nor AYNT-9F- WA $7; , • NiWri' MOCK :if LCX 1776 8 I t 10r 11 .1.1 • 51111-44CAST VV:We. LOT r. 10-0X 107 LT 4 Sr,t1 rilHEST C.CVNIP. Lor., &CO( .1S5 Sar -r• • F,97 "OE otar • - I J hieiralte,iir Et.9.97 I 4 .5AEI SOB dEC T 1.11:105 (iC5 A CAVS) 1 is Siig '50'431:4' :a19.96' I i PaiNT OF BEG:NNING TiV=e. . 1, imni, Rv....ST-0-1M Y ; -t ir; r:r F CA77 WOE 1 1 1 1 I I ia77 el 1 1 1.07 10 1 • N 1 : 0 I" 5 Be 0111%,;- 156 1 1 1 I !i 1-.. 1 1 I 1 59yr)I_ ut99 1 :()TN 1 59rp) .sa..771 IMPS, .5.,,,X.$7 SJ ••• ,PONT OF COMMENCEMENT S Ma' R0.40 NO. Sar,304SrC» S 7. a ocf: IVORTHWEST PARK STREET Mt PAU Srectar (PI A?) MOLL' wt7;;-;LtPAW7-f.4:- KAY f fs.• acAlL CEPA7W7 Xr:A IacfAT.47.1.1S ei.4". Fent?: .U_% .c.4401VX4.1 PF:1,EcT a9/7.107,170,. 0.94-ey 41-;) LASE 77.Y.C.S. At te,l.rw SCIV4Zt LEGENV: --14-444X WV( s%) .7isevrvi ?*1 0 ONVeZ Ire:AN, TH r AV! .• 3.ra7 .0=1' 1 roe :CON. 4 1..aLraiErZitirri9 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC planning 5 Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC Characteristics of the Sub'ect Propert Future Land Use Map Classification Zoning District Existing Commercial CBD, Central Business District Acreage 0.11 acres Proposed Commercial CHV, Heavy Commercial Integral part of proposed development with Wawa convenience store with fuel pumps, and including a restaurant and coffee shop' with both indoor and` outdoor seating. 0.11 acres Consistenc with Sec. 78-33, Vacation of Rights-of-Wa Sec. 78.33 states that applications to vacate an alley or public right-of-way may be approved upon a finding by the City Council that the following requirements have been met. The Applicant's responses are provided in Times Roman typeface and are repeated below exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff Comments are in Segoe Privet. REQUIREMENTS STAFF COMMENTS 1. Proposed vacation is consistent with the Comprehensive Plan: "The propose Wawa which consists of a gas station, convenience store, and restaurant, aligns There is nottiing in t/e City's with the comprehensive plan for both the future Conipretiensive Plan concerning land use as commercial and we will be rezoning to abandonment/vacation ofa//eys The Heavy Commercial. The majority of the fact ttiat a// t/+e /ands bordering t/+e surrounding blocks, neighboring the project site to alley carry ttie sante Future Laved the North, South, East and West also share the Use, and similarly /intense same future land use as commercial with zoning as COfl vierC%a/Zofing, des&natiov1.s commercial business district. In order to construct 37/419/7/7es deve%opPvievit aHd eHtiances the Wawa at this location, the ally way must be tAe cAances t tat future use of t/►e vacated, exactly how both Walgreens and CVS to adjoining property will be cot - the East of ale project site, had previously been approved to do and constructed. Additionally, the patib/e w/tA adjacent properties. Wawa compliments these two pharmacies as far as land use and compatibility." 6 pt�r�giing Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC REQUIREMENTS (cont.) STAFF COMMENTS (cont.) 2. Right-of-way to be vacated is not the sole access to any property, and the remaining access is not an easement. "The right of way to be vacated will not provide access to our project. Additionally the right of way being vacated is not the sole access to either of the properties that will remain to the NW." Me alley /s not tlie sole means of access to any property. Ttie two ad, joining properties to tAe nortA are provided access via eittier NW 3rd Avenue or NW .2nd Street. 3. Proposed vacation is in the public interest and provides a benefit to the City. "This vacation provides a major benefit to the City by bringing and attractive restaurant with out door seat- ing, gas station with E free gas and free air for car tires, and convenience store with its own coffee shop. The state of the art ordering system and spacious layout both inside and out, allows for traffic to continuously flow through and help get customers on their way This location compliments the surround area and the park providing services to both road drivers, boaters, and pedestrians at the park. The City will benefit from retuning tAe alleyway to tAe City's tax rolls However, tAe primary public interest and benefit to tAe City will be tAe vacated alleyway's contribution to Facilitating tAe redevelopment of underutilized, centra//y located, downtown properties to economically l//able use and Me resultant overall increase in taxable property values 4. Proposed vacation would not jeopardize the location of any utility. "As seen in the attached utility design and coordina- tion with all utility providers, this project and the vacation of the alley does not jeopardize any of the existing utilities, but actual brings the water and sewer in too better standards that align with DEP requirements for separation and slopes that are currently not being met, by getting better spacing between water and sewer and increasing the Gravity Sewer's pipe size. Additionally the new layout Ttie App/leant leas submitted Letters of No Objection or Utility Company AutAorizations from: CenturyLink (w/►icti leas no favi/i= ties within tAe alley); Comcast (wAi?/' leas reaeAed agreement witti Wawa wit/ tAe stipulation that Wawa will reim - burse Comcast for costs associated wit/ re/oval-illy existing Facilities; FPL, wAkA Aas stated t/at t/iey cannot sign -off until FPL /as an easement in /land for utilities in the alleyway; and OUA /las no objection provided tAe property owner relocates tAe existing water and sewer /Ines at Wawa's expense and provides corresponding 15' wastewater and 10' water easements are provided to OVA. paa! n LoR�c. i!c?g Staff Report Alley Closing Applicant: Southeast Investments, Inc. Petition No. 19 -001 -AC Recommendation Based on the foregoing information and analysis, and given the conditions agreed to by the utility companies and the Applicant, we believe, from a planning perspective, that the requested alley vacation/abandonment is consistent with the requirements of Sec. 78-33. Submitted by: Wm. F. Brisson, AICP Sr. Planner LaRue Planning January 2, 2019 TRC Meeting: January 17, 2019 PB/BOA Meeting: January 17, 2019 City Council 1st Reading: February 5, 2019 City Council 2nd Reading and Public Hearing: February 19, 2019 LoI c p gn'ng 8 J NW 3rd AVENUE NW 2nd STREE N MEI 49.99' S863"W 104.98' S89° 50' 42.63"W 54.9'9' 5' SOO° 09' 1-L87"E S00° 09' 41.87"E S891_5,4 42.63"W .6 115.00' SOO° 09' 35.87"E 10' 48.94' S89° 59' 41.53"W IM1 .1M1 Li 0 N89° 59' 15.16"E 100.25' 194.97' S89° 50' 24.13"W 114.52' N90° 00' 00.00"W N90° 00' 00.00"E 239.211' 01 N89° 50' 18.13"E 18.00'\ N00° 09' 17.37"W 18.91' °,bN4 / S89° 50' 18.13"W 5 STATE ROAD NO, Oo / 0 55.76' N90° 00' 00.00"W AMM N 51 ar\ Q6 10' NW 2nd AVENUE S89° 50' 18.13"W 18.00' S00° 20' 17.36"E 7.49' LEG END DA11IM NOTES: 20 10 5 0 20 1"=20' PROP SHARED UTILITY EASEMENT PROP FPL AND COMCAST EASEMENT PROP CITY OF OKEECHOBEE AUTHORITY UTILITY EASEMENT PROP FPU EASEMENT 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TALE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' S0°09'42"E L3 15.14' S0°09'42"E L4 142.50' S0°09'42"E L5 299.95' S89°51'01 "W L6 142.54' N0°09'43"W L7 7.50' N0°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W W x 0 pc1 z SITE CIVIL AND CONSULTING ENGINEERING SUSTAINABLE DESIGN ITTING SERVICES TRANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY / 811 • KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com J NOT APPROVED FOR CONSTRUCTION i PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED UPO PROJECT: FOR LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE W BOHLE2 ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: i AS EXHI ENV �L IT • SHEET NUMBER: IEX C H:\2018\FLB180057\DRAWINGS\EXHIBITS\2018-12-03 EASEMENT EXHIBIT\FLB180057 EASEMENTS.DWG PRINTED BY: DELIAS 12.04.18 @ 11:14 AM LAST SAVED BY: DELIAS City of Okeechobee Gene -al Services Department 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 34974-2903 Phone: (863) 763-3372, ext. 9820 Fax (863) 763-1686 Date: e m bpi -5i Petition No. /((-001-- Fj Fee Paid: (f 1 Q, 00 Jurisdiction: P (, 0 c_ 1st Hearing: 1_11 _ l 9 2nd Hearing: 4_ ici_ i g Publication Dates: Notices Mailed: )-o9,-1 d Rezone, Special Exception and Variance Exhibit 2 APPLICANT INFORMATION 1 Name of property owner(s): Please see attached 2 Owner mailing address: Please see atttached 3 Name of applicant(s) if other than owner Steve Lipofsky,PE c/o Southeast Investments,lnc. 4 Applicant mailing address: 2655 North Ocean Drive Ste. 401 Singer Island, FL 33404 E-mail address: slipofsky@theferrbercompany.com 5 Name of contact person (state relationship): 6 7 Contact person daytime phone(s): 904-285-7600 PROPERTY INFORMATION Property address/directions to property: NWC Park Street & 2nd Ave Okeechobee, FL 34972 8 Describe current use of property: Vacant Land, Parking lot and two out parcel buildings. 9 Describe improvements on property (number/type buildings, dwelling units , occupied or vacant, etc. Proposed 6,119 SF Wawa convenience store with gas sales, Supporting parking and landscap p Source of potable water: City water p Method of sewage disposal: City Sewer 10 Approx. acreage: 1.72 ) • L 6 Is property in a platted subdivision? ye,g 11 Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe: 12 Is a pending sale of the property subject to this application being granted? Yes 13 Describe uses on adjoining property to the North: North: East: South: West: 14 Existing zoning: Commercial Business Dist. Future Land Use classification: Heavy Commercial District 15 Have there been any prior rezoning, special exception, variance, or site plan approvals on the yes provide date, petition number and nature of approval. property? ( ✓ )No ( )Yes. If 16 Request is for: (x ) Rezone ( ) Special Exception ( ) Variance 17 Parcel Identification Number: 3-15-37-35-0010-01560-0070, 3-15-37-35-0010-01560-0090, 3-15-37-35-0010-01560-0110, 3-15-37-35-0010-01560-0010 (Rev 9/2017) Page 1 of 11 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signature Printed Name Date Steve Lipofsky, PE 12/3/18 For questionscelating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 9/2017) Page 2 of 11 REQUIRED ATTACHMENTS 18 Applicant's statement of interest in property: Construct Wawa convenience store 19 Non-refundable application fee: Rezoning: $850 plus $30/acre; Special Exception: $500 plus $30/acre; Variance: $500 Note: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges B 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. 20 Last recorded warranty deed: 21 Notarized letter of consent from property owne, (if applicant is different from property owner) 22 Three property surveys (one no larger than 11x17) containing: a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre 23 List of surrounding property owners with addresses and location sketch of the subject property. See the Information Request Form from the Okeechobee Property Appraiser's Office (attached) 24 Affidavit attesting to completeness and correctness of the list (attached) 25 Completed specific application and checklist sheet for each request checked in line 15 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signature Printed Name Date Steve Lipofsky, PE 12/3/18 For questionscelating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 9/2017) Page 2 of 11 BOHLEk ENGINEERING WAWA GASOLINE SERVICE STATION & CONVENIENCE STORE Northwest corner of NW Park Street & NW 2nd Avenue Rezone Criteria Narrative Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 3343i PHONE 561.571.0280 The proposed site is located on the northwest corner of NW Park Street & NW 2nd avenue. A 6,119 - square foot gasoline service station/ Convenience Store and Restaurant, along with 6,055 -square foot canopy 16 Vehicle fueling positions and supporting infrastructure will be placed on the site and will integrate the current development and design standards set forth by the City of Okeechobee. The existing site consists of a two story 7,392 SF retail building, a 1,232 SF tire store and a parking lot. The existing site has been in operation in the last 5 years. Per coordination with Okeechobee Utility Authority, the city will provide sufficient capacity to provide water and wastewater services to the site and a written statement from the utilities department has been obtained in a form of a will serve letter to confirm it. Sign off for the relocation of the main lines have been provided, as required for the alley abandonment. Additionally, a new 20 -foot easement will be provided with the relocated water and sewer mains running through the site which will be necessary for the installation and maintenance of a potable water service transmission system and the Gravity Sewer MHs and main lines, which will meet all applicable health and environmental regulations. All fees required to be paid for water and sewer contribution and all other charges shall be paid when required. Fire protection services will be provided on the site to protect people and the property in the proposed development. A fire hydrant will be placed south of the building located within a landscape island. A pathway has been designed meeting the minimum turning radii requirements to allow adequate access for a fire truck to access the site and connect to the proposed fire hydrant. Fire hydrants shall deliver adequate pressure for the site. The development will be consistent with the city's comprehensive plan by integrating the future land use, transportation, infrastructure and conservation elements into its design. All drainage and retention for the project shall be in accordance with applicable governmental regulations. A traffic study has been provided, demonstrating that the traffic generated by the proposed development can be accommodated on the regional transportation network at an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee. Wawa is often described as a restaurant that sells gasoline. It provides its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs. All of Wawa's stores offer a large fresh food service selection, including Wawa brands such as built -to -order hoagies, fresh brewed coffee, hot breakfast sandwiches, built -to -order specialty beverages, and an assortment of soups, sides and snacks. Based on the breakdown of area uses within a Wawa store, approximately 55.8% of the total building square footage is used for the restaurant only, while approximately 17.1% is used for the convenience store area. The Project seeks to redevelop these lots with a vibrant, state-of-the-art commercial use that will serve the surrounding community. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM TPA BOHLER ENGINEERING City of Okeechobee 12-18-2018 Page 2 of 3 Findings Required for Granting a Rezoning or Change in Land Development Regulations 1. The proposed rezoning is not contrary to Comprehensive Plan requirements. Response: Proposed rezoning is consistent with the Okeechobee Comprehensive plan with the approval of a special exception. 2. The proposed use being applied for is specifically authorized under the zoning district in the Land Development Regulations. Response: Proposed use applied for is listed specifically as a special exception to Heavy Commercial Zoning. 3. The proposed use will not have an adverse effect on the public interest. Response: Proposed use will benefit public interest through providing a gasoline service station located centrally to two major thoroughfare roads, and providing job opportunities to the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs, and providing additional jobs to the community. Wawa offers employee ownership and college reimbursements to employees and promotes community involvement, often getting involved with local charities. 4. The proposed use is appropriate for the location proposed, is reasonably compatible with adjacent land uses, and is not contrary or detrimental to urbanizing land use patterns. Response: The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will not only confine through traffic to the area nearest their intended route but encourage extra trips to local businesses by these patrons. 5. The proposed use will not adversely affect property values or living conditions or be a deterrent to the improvement or development of adjacent property. Response: The proposed use will improve value of existing lots and bring the site to conformity with current city code to improve visual aesthetic of the site, and compliment adjacent property. 6. The proposed use can be suitably buffered from surrounding uses, so as to reduce the impact of any nuisance or hazard to the neighborhood. Response: A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM BOHLER ENGINEERING City of Okeechobee 12-18-2018 Page 3 of 3 7. The proposed use will not create a density pattern that would overburden public facilities such as schools, streets, and utility services. Response: Response: The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concu.•rency requirements have been met for the City of Okeechobee 8. The proposed use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. Response: The site has been designed to meet or exceed drainage requirements for applicable drainage code and criteria set forth by, but not limited to, SFWMD FDOT, and the City of Okeechobee, A combination of swales and underground vaults will provide adequate stormwater treatment and storage. Positive legal discharge will be provided through an FDOT outfall connection to the SR70 drainage system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met. Coordination has been made with FDOT to remove existing access on SR -70 reducing potential traffic issues. A traffic study has been provided that demonstrates an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee. 9. The proposed use has not been inordinately burdened by unnecessary restrictions. Response: The proposed use is free from unnecessary restrictions. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM A ADDITIONAL INFORMATION REQUIRED FOR A REZONING Current zoning classification: Commercial Business District Requested zoning classification Heavy Commercial District B Describe the desired permitted use and intended nature of activities and development of the property? Proposed Wawa gas station, convenience store, & restaurant, which includes a coffee shop area and two air compressor parking spaces and an outdoor seating area. c Is a Special Exception necessary for your intended use? (I ) No ( ✓ I Yes If yes, briefly describe: Yes required for gas stations. D Is a Variance necessary for your intended use? (1 ✓ J No 4 j Yes If yes, briefly describe: No variances known of ai this time. E Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. F Responses addressing the required findings for granting a rezoning or change in Land Development Regulations as described below. Attach additional sheets as necessary. FINDINGS REQUIRED FOR GRANTING A REZONING OR CHANGE IN LAND DEVELOPMENT REGULATIONS (Sec. 70-340, LDR page CD70:16) It is the Applicant's responsibility to convince the Planning Board/LPA and City Council that approval of the proposed rezoning is justified. Specifically, the Applicant should provide in his/her application and presentation sufficient explanation and documentation to convince the reviewing bodies to find that: 1. The proposed rezoning is not contrary to Comprehensive Plan requirements. Proposed rezoning is consistent with the Okeechobee Comprehensive plan with the approval of a special exception. 2. The proposed use being applied for is specifically authorized under the zoning district in the Land Development Regulations. Proposed use applied for is listed specifically as a special exception to Heavy Commercial Zoning. 3. The proposed use will not have an adverse effect on the public interest. Proposed use will benefit public interest through providing a gasoline service station located centrally to two major thorough fare roads, and providing job opportunities to the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs, and providing additional jobs to the community. Wawa offers employee ownership and college reimbursements to employees and promotes community involvement, often getting involved with local charities. 4. The proposed use is appropriate for the location proposed,. is reasonably compatible with adjacent land uses, and is not contrary or detrimental to urbanizing land use patterns. The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will not only confine through traffic to the area nearest their intended route but encourage extra trips to local businesses by these patrons. 5. The proposed use will not adversely affect property values or living conditions, or be a deterrent to the improvement or development of adjacent property. The proposed use will improve value of existing lots and bring the site to conformity with current city code to improve visual aesthetic of the site, and compliment adjacent property. (Rev 9/2017) Page 6 of 11 Findings required for rezoning or change in land development regulations (cont.) 6. The proposed use can be suitably buffered from surrounding uses, so as to reduce the impact of any nuisance or hazard to the neighborhood A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees. 7. The proposed use will not create a density pattern that would overburden public facilities such as schools, streets, and The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concurrency requirements have been met for the 8. The proposed use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. The site has been designed to meet or exceed drainage requirements for applicable drainage code and criteria set forth by, but not limited to, SFWMD FDOT, and the City of Okeechobee, A combination of swales and underground vaults will provide adequate stormwater treatment and storage. Positive legal discharge will be provided through an FDOT outfall connection to the SR70 drainage system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met. 9. The proposed use has not been inordinately burdened by unnecessary restrictions. The proposed use is free from unnecessary restrictions. The City staff will, in the Staff Report, address the request and evaluate it and the Applicant's submission in light of the above criteria and offer a recommendation for approval or denial. (Rev 9/2017) Page 7 of 11 FILERm ENGINEERING Owner Lists Jmass Management, LLC 180 NW 3rd Ave Suite A Okeechobee, FL 34972 David R. Watford 200 NW Park Street Okeechobee, FL 34972 205 N Parrot Ave Holdings, LLC 850 NW Federal Hwy Suite 206 Stuart, FL 34994 Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561.571.0280 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM HLE ;E, pi-GEN ERING Legal Descriptions LEGAL DESCRIPTION (PARCEL 1) Bohlen Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561.571.0280 LOTS 1 TROUGH 4, INCLUSIVE, BLOC!: 156, TOWN OF OKEECHOBL E, ACCORDING TO THE MAP OF PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED in PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM Staff Report Rezoning Request Prepared for: The City of Okeechobee Applicant: Southeast Investments, Inc. Petition No.: 19-001-R 137 Jackson Sheet # 206 Pod Myers, FL 33901 Staff Report Rezoning Applicant: Southeast Investments, Inc. Petition No. 19-001-R General Information Owners Applicant Site Address Contact Person Contact Phone # Contact E-mail 205 Parrott Ave. Holdings, LLC 2740 SW Martin Down Blvd., #247, Palm City, FL 34990 David R. Watford, 200 NW Park St., Okeechobee, FL 34972 Jmass Mgmt., LLC, 180 NW 3rd Ave, Ste A, Okeechobee, FL 34972 Steve Lipofsky, PE (Dir. of Retail. Services.) Northwest corner of Park Street and NW 2nd Avenue Steve Lipofsky 561-625-9125 slbofsky@theferebercompany.com Legal Description of Subject Property Identification numbers: 3-15-37-35-0010-1560-0070; 3-15-37-35-0010-1560-0090; 3-15- 37-35-0010-1560-0110; 3-15-37-35-0010-1560-0010 PARCEL 1: LOTS 1 THROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 2: LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3: LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. Re • uest The matter before the Local Planning Agency and City Council is an application to rezone a 75,017 square -foot (1.72 ac) property from CBD, Central Business District, to CHV, Heavy Commercial. The current and proposed Future Land Use designations, zoning, existing land uses, and acreage of the subject property and surrounding properties are shown in the following tables and on the maps on pages 7 through 9. La�'uc ptanni:ng 1 Staff Report Rezoning Applicant: Southeast Investments. Inc. Petition No. 19-001-R Current Future Land Use, Zoning and Existing Land Use Characteristics Future Land Use Map Classification Zoning District Use of Property Acreage Existing Commercial CBD, Central Business District Commercial retail, service and office space uses, vacant land, and parking Proposed Commercial CHV, Heavy Commercial Wawa convenience store with fuel pumps, and including a restaurant and coffee shop with both indoor and outdoor seating. 75,017 sf (1.72 acres) 75,017 sf (1.72 acres) Future Land Use, Zoning, and Existing Uses on Surrounding Properties Future Land Use Map Classification North Zoning District Existing Land Use Future Land Use Map Classification East Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use South Adjacent Northwest Commercial CPO, Commercial Professional Office First Methodist Church Commercial CBD, Central Business District Walgreens Public Facilities PUB, Public Use City Park Commercial CBD, Central Business District Advance Auto Parts Commercial CBD, Central Business District Professional Offices La(Zue; pl ,rg 2 Staff Report Rezoning Applicant: Southeast Investments, Inc. Petition No. 19-001-R Anal sis Section 70-340 of the Land Development Regulations requires that the reviewing body find that an application for rezoning meets each of the following conditions. The Applicant has provided brief comments to each of the required findings. These are repeated below in Times Roman typeface exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff comments are shown in this Arial typeface. 1. The proposed rezoning is not contrary to Comprehensive Plan requirements. "Proposed rezoning is consistent with the Okeechobee Comprehensive plan with the approval of a special exception." Staff Comment: The requested rezoning is consistent with the Comprehensive Plan. The request involves a zoning change to CHV which is a zoning district specifically cited in the Comprehensive Plan as appropriate for a property designated Commercial on the Future Land Use Map (FLUM) 2. The proposed use being applied for is specifically authorized under the zoning district in the Land Development Regulations." "Proposed use applied for is listed specifically as a special exception to Heavy Commercial Zoning." Staff Comment: The applicant is proposing several uses for the site. Both the restaurant and the convenience store are specifically listed as permitted uses in the proposed CHV zoning district. However, a convenience store with fuel pumps is listed as a special exception use in that district. The applicant has applied for a special exception use to be reviewed concurrently with this rezoning request. 3. The proposed use will not have an adverse effect on the public interest. "Proposed use will benefit public interestthrough providing a gasoline service station located centrally to two major thoroughfare roads, and providing job opportunities to the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs, and providing additional jobs to the community. Wawa offers employee ownership and college reimbursements to employees and promotes community involvement, often getting involved with local charities." Staff Comment: We agree that the provision of fuel, convenience store goods and food is a benefit to the community. However, the proposed uses are higher intensity than the current uses, will generate an increase in vehicle trips, and are likely to have some minimal impacts on the surrounding uses. However, the location on SR 70, one block off US 441, is an appropriate location within the City, and there should not be any adverse impacts on the greater public interest. Lakuc PtarPEng 3 Staff Report Rezoning Applicant: Southeast Investments, Inc. Petition No. 19-001-R 4. The proposed use is appropriate for the location proposed, is reasonably compatible with adjacent land uses, and is not contrary or detrimental to urbanizing land use patterns. "The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will not only confine through traffic to the area nearest their intended route but encourage extra trips to local businesses by these patrons." Staff Comment: The applicant is requesting to rezone from CBD to CHV. The subject property is surrounded by CBD, CPO and PUB, with no other CHV properties immediately adjacent. The existing uses on the immediately adjacent properties include a Walgreens, professional offices, Advanced Auto Parts, and the First Methodist Church. Across SR 70 to the South is city -owned park property. The requested CHV zoning and proposed uses are slightly more intense than the surrounding zoning designations and existing uses, though the proposed use is not out of character with the SR 70 commercial corridor. It is important to note that the applicant proposes to operate 24 hours per day, but that should not affect the adjacent land uses as there are no existing residential uses in the surrounding area that will be disturbed by nighttime operations. The adjacent church is a semi-public use that should not be affected other than a potential moderate increase in traffic. 5. The proposed use will not adversely affect property values or living conditions, or be a deterrent to the improvement or development of adjacent property. "The proposed use will improve value of existing lots and bring the site to conformity with current city code to improve visual aesthetic of the site, and compliment adjacent property." Staff Comment: Since there is no surrounding residential, there should be no adverse effects on living conditions; and it is difficult to predict the effects on property values. However, the proposed site plan and landscape plan are nearly completely in compliance with City Land Development Code and the proposed use should not deter the improvement or development of adjacent property. 6. The proposed use can be suitably buffered from surrounding uses, so as to reduce the impact of any nuisance or hazard to the neighborhood. "A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees." Staff Comment: The applicant is providing landscape buffering in accordance with City Land Development Code with the exception of the west side of the building and the loading zone. This deficiency is outlined in the site plan review and a recommended condition of site plan approval is that a 2 foot landscape strip should be added between the building and the loading zone. LoKuc. ptarjni!ng 4 Staff Report Rezoning Applicant: Southeast Investments, Inc. Petition No. 19-001-R 7. The proposed use will not create a density pattern that would overburden public facilities such as schools, streets, and utility services. "The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concurrency requirements have been met for the City of Okeechobee." Staff Comment: The applicant is not proposing a residential use. There will not be any increase in density at the subject property. 8. The proposed use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. "The site has been designed to meet or exceed drainage requirements for applicable drainage code and criteria set forth by, but not limited to, SFWMD FDOT, and the City of Okeechobee, A combination of swales and underground vaults will provide adequate stormwater treatment and storage. Positive legal discharge will be provided through an FDOT outfall connection to the SR70 drainage system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met." Staff Comment: The proposed site plan does not contain any drainage deficiencies and public safety should not be affected by the proposed uses. However, the proposed uses will generate an increase of vehicle trips at the site and there is a remaining queuing issue raised by the City traffic consultant. It is recommended that the Applicant should quantify the existing queue on NW 2nd Avenue to ensure that there is no back-up onto SR 70 as vehicles attempt to turn into the Wawa. 9. The proposed use has not been inordinately burdened by unnecessary restrictions. "The proposed use is free from unnecessary restrictions." Staff Comment: We agree. LaRue, .0Wr1n'wig 5 Staff Report Rezoning Applicant: Southeast Investments, Inc. Petition No. 19-001-R Recommendation Based on the foregoing analysis, we find the requested rezoning to CHV to be consistent with the City's Comprehensive Plan, reasonably compatible with adjacent uses, and consistent with the urbanizing pattern of the area. Therefore, we recommend approval of the Applicant's rezoning request. Submitted by: Wm. F. Brisson, AICP Sr. Planner January 9, 2019 Planning Board Public Hearing: January 17, 2019 City Council Public Hearings: February 5, 2019 and February 19, 2019 Attachments: Future Land Use, Subject Site & Environs Zoning, Subject Site & Environs Existing Land Use, Subject Site & Environs Loku=, ptBrtn'ling 6 Staff Report Rezoning Applicant: Southeast Investments, Inc. Petition No. 19-001-R NW 4th Av, FUTURE LAND USE SUBJECT SITE AND ENVIRONS NW 3rd Av, NW2nd St. z NW Park SL/SR 70 COMPREHEtviS VE PLA N LAND LIISE r.3L.EE - FAIM . L. MIJLT - FAMILY COMMIERC1.4.L IND'.1-31'74JAL FA.CIL1'71E,S, r,,E,NTIAL. usE N. Parrott AvitIS 441 7 panning 1111111111111111 Staff Report Rezoning Applicant: Southeast Investments, Inc. Petition No. 19-001-R ZONING SUBJECT SITE AND ENVIRONS ZONING • ao -COMM BCSINESS DISTRICT . CHV - i4E'AV COMMERCIAL CLT -LI 41 COMMERCIAL CFO - COMM PROFESSIONAL OFFICE IND -IND4ST IAL PUB - PUBLIC FACILITIES PUD -MINED FUD -R ▪ RMF RESIDENTIAL MULTIFAMILY RMH. - RES ENTIAL MOBILE HC,•t RSP - RESIDENTIALSSINELEFAMIL( ... RSFz-REsioENrlALmats FAMILiI« NW 2nd St. NW Park St.ISR 70 N. Parrott Av./US 441 8 planning Staff Report Rezoning Applicant: Southeast Investments, inc. Petition No. 19-001-R EXISTING LAND USE SUBJECT SITE AND ENVIRONS p arnning 9 City of Okeechobee General Services Department 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 34974-2903 Phone: (863) 763-3372, ext. 9820 Fax: (863) 763-1686 Date: KIN @),Oj&j Petition No. H-CDi-SE Fee Paid:.1530,00 recce �t Iqo. Jurisdiction: 130A 1St Hearing:'-1c1 3 2nd Hearing:lel Hai_ I Publication Dates: Notices Mailed: i-a-Ii 3 Rezone, Special Exception and Variance Exhibit — APPLICANT INFORMATION 1 Name of property owner(s): 205 Okeechobee, LLC 2 Owner mailing address: 205 NE 2nd Street, Okeechobee, FL 34972 3 Name of applicant(s) if other than owner Sandra Galletto 4 Applicant mailing address: 7797 NW 81st Court, Okeechobee, FL 34972 E-mail address: sandragalletto2@gmail.com 5 Name of contact person (state relationship): Steven Dobbs, Consultant/Owner 6 7 Contact person daytime phone(s): 863-824-7644 PROPERTY INFORMATION Property address/directions to property: 205 NE 2nd Street, Okeechobee, FL 34972 From SR 70 and Highway 441N, head north, turn right at NE 2nd Street and the property is 1 block on the left. 8 Describe current use of property: Commercial Office and storage 9 Describe improvements on property (number/type buildings, dwelling units , occupied or vacant, etc. 205 Okeechobee, LLC Source of potable water:OUA Method of sewage disposal: Septic Tank 10 Approx. acreage:1.0 I c a7) 3 Is property in a platted subdivision? Yes 11 Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe: No 12 Is a pending sale of the property subject to this application being granted? No, Proposed Lease 13 Describe uses on adjoining property to the North: North:Dentist Offices East: Construction Company and Chiropractor South:Commercial building with various bus. West: Office building/feed mill 14 Existing zoning: Heavy Commercial Future Land Use classification: Commercial 15 Have there been any prior rezoning, property? (X )No ( )Yes. If special exception, variance, or site plan approvals on the yes provide date, petition number and nature of approval. 16 Request is for: ( ) Rezone (X ) Special Exception ( ) Variance 17 Parcel Identification Number: 3-15-37-35-0010-01420-0070 (Rev 9/2017) Page 1 of 11 / REQUIRED ATTACHMENTS 18 Applicant's statement of interest in property: Leasee 19 Non-refundable application fee: Rezoning: $850 plus $30/acre; Special Exception: $500 plus $30/acre; Variance: $500 Note: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges B 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 20 Last recorded warranty deed6/ 3-2017 q /A411 7 Notarized letter of consent from property owner (if applicant is different from property owner) / 21 22 Three property surveys (one no larger than 11x17) containing: a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre 23 List of surrounding property owners with addresses and location sketch of the subject property. See the Information Request Form from the Okeechobee Property Appraiser's Office (attached) 24 Affidavit attesting to completeness and correctness of the list (attached) 25 Completed specific application and checklist sheet for each request checked in line 15 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signa id/ C bzi6Printed(N)me �y '�i'/Date 7 �/ " J // For questions relating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 9/2017) Page 2of11 A ADDITIONAL INFORMATION REQUIRED FOR A SPECIAL EXCEPTION Describ the Special Exception sought: 3-15-37-35-0010-01420-0070 7ef. )ee,. ga,A83 0) glue--fhrtujh Servime. B Are there similar uses in the area? No (X ) Yes If yes, briefly describe them: There is a Dunkin Donuts with drive-thru service 1 block south and CVS drive-thru pharmacy 1 block southwest, Regions Bank 1 block southeast, McDonalds 2 blocks southwest C If a business, briefly describe the nature of the business. number of employees, hours of operation, and any activities to be conducted outside of a building: The proposed business will be a drive-thru convenient store with operation from 6:00 am to 7:00 pm, a maximum of 5 employees and no business will occur outside the building. D Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the special exception or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips, and level of service on all adjacent roadway links with and without the project. E Responses addressing the standards and required findings for a special exception as described below. Attach additional sheets as necessary. STANDARDS FOR GRANTING A SPECIAL EXCEPTION [Sec. 70-373(b), LDR page CD70:19] Applicants are required by Sec. 70-373(b) to address the following issues in his/her presentation before the Board of Adjustment. Staff strongly recommends that the Applicant include, in his/her application, materials that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to adequately consider the Applicant's request. 1. Demonstrate that the proposed location and site are appropriate for the use. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. 5. Demonstrate how the utilities and other service requirements of the use can be met. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. (Rev 9/2017) Page 8of11 ENGiENEEFUENG November 28, 2018 City of Okeechobee 55 SE 3' Avenue Okeechobee, FL 34974 205 Okeechobee, LLC Drive Thni Convenient Store - City of Okeechobee, Drive Thru Service Special Exception Standards for granting a special exception: 1. Demonstrate that the proposed location and site are appropriate for the use. The site fronts on 205 NE Park Street in the heart of town within 2 blocks of four other drive through businesses previously identified on page 8 section B of the application in the City. This is a perfect location for this business. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood or explain why no specific design efforts are needed. The site and existing building are perfect for this use. There is an existing entrance and 13' drive between the main building onsite and the metal building to be used as the Drive -Through Convenient Store. This will allow stacking of approximately 7 vehicles onsite. The north access around the metal building will be reserved for employees of the Drive -Through and the building to the east. This layout allows for access to, around, and from the site as accessible as possible. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. Visual screening from adjacent uses should is proposed by the 4' concrete block wall on the north side of the lot that will keep headlights from shining on the adjacent lot to the north. There should be no issues with the existing building to the east. The buildings to the west are adjacent to the exit of the Drive -Through convenient store and the building across from the exit is part of the feed mill, which usually does not operate early in the morning. Since it is the exit to the Drive -Through convenient store, screening would not be an option 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. The nature of the business is all service will be provides at the drive through. There should be no potential hazards during the drive-through process or public nuisances generated by the use. 5. Demonstrate how the utilities and other service requirements of the use can be met. There are existing water and septic service to the site and onsite as well as power, so there are no utility or service requirements that cannot be met currently. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. Traffic will enter from the south off NE 2nd Street, turn left through the facility and exit onto NE 2nd Avenue. The drive to the north around the building will be for employees only and will not interfere with the drive-through process. There is enough room to stack 7 cars onsite. 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com . FINDINGS REQUIRED FOR GRANTING ASPECIAL EXCEPTION [Sec. 70-373(c), LDR pages 19 & 20] It is the Applicant's responsibility to convince the Board of Adjustment that approval of the proposed special exception is justified. Specifically, the Applicant should provide in his/her application and presentation sufficient explanation and documentation to convince the Board of Adjustment to find that: 1. The use is not contrary to the Comprehensive Plan requirements. 2. The use is specifically authorized as a special exception use in the zoning district. 3. The use will not have an adverse effect on the public interest. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. 6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. 8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. The City staff will, in the Staff Report, address the request and evaluate it and the Applicant's submission in Tight of the above standards and required findings and offer a recommendation for approval or denial. NOTE: AN APPROVAL OF A SPECIAL EXCEPTION EXPIRES IF A BUILDING PERMIT APPLICATION HAS NOT BEEN SUBMITTED WITHIN TWO YEARS OF THE APPROVAL [Sec. 70-348(4)] (Rev 09/I4) Page 9 of 11 Findings required for granting a special exception: 1. The use is not contrary to the Comprehensive Plan requirements. This parcel is zoned Heavy Commercial and has a Future Land Use of Commercial and this special exception request is in the Heavy Commercial Zoning. As demonstrated previously there are several other drive-through businesses in the area and all adjacent parcels are businesses and this use will not impact those existing businesses. This parcel is perfect for business such as the one proposed and is absolutely within the spirit of the Comprehensive Plan. 2. The use is specifically authorized as a special exception use in the zoning district. According to the City of Okeechobee, Code of Ordinances Section 90-283(1), Drive-through services is permissible in this zoning district. 3. The use will not have an adverse effect on the public interest. It should have a positive effect on neighboring businesses by bringing attracting people to the area and a positive effect on the public interest. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use pattems. Yes, this parcel is currently developed so the urbanizing land use has been established and the business is compatible with other drive-through uses in the area as previously discussed. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. This change will not negatively impact property values or living conditions, nor deter development of adjacent property as all adjacent property is already developed. 6. The use may be required to be screened from the surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. No hazards or impacts are anticipated by this use to adjacent uses as previously discussed. 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. This use will not overburden public facilities including streets and as stated previously the utilities already servicing this site are sufficient for the proposed use. 8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. With peak hour traffic of 52 vehicles and entrance and exit on different streets should not create traffic congestion in the area and half of the peak traffic will enter and half will exit. The acceptable level of service for the Road According to Section 74-5 is LOS -D and from the FDOT Generalizes Service Table, a level of service D on a 2 -lane undivided road with a speed limit of 35 mph or less is 13,300 AAD or 554 per hour. The 52 peak trips per hour would not create traffic congestion. As stated previously there are 7 stacking positions available onsite and does not could the one person being serviced. There should be adequate staking onsite, with 25 entering trips per hour, this would relate to a staking of 16.8 minutes of customers. The site is already developed and there are no flooding or drainage issues in the area with none anticipated. There are no impacts to public safety anticipated by the addition of this use on the site. Sincerely, a eZ Steven L. Dobbs, P. E. President This Instrument Prepared By / Retum To: Jennifer L. Williamson, Esquire CRARY BUCHANAN, P.A. 759 SW Federal Highway, Suite 106 Stuart, FL 34994 (772) 287-2600 PARCEL I.D. NO.: R 3-15-37-35-0010-01420-0070 1111111111111111111111111111111111111111 FILE NUM 2017004352 OR BK 789 PG 1563 SHARON ROBERTSON' CLERK & COMPTROLLER OKEECHOBEE COUNTY/ FLORIDA RECORDED 04/27/2017 02:54:46 PM AMT $295/000,00 RECORDING FEES $10.00 DEED DOC $2,065.00 RECORDED BY M Pinon P9 1563; (1 C9) WARRANTY DEED (from Limited Liability Company) 1:21-1THIS WARRANTY DEED, Made and executed the -t day of April, 2017, by FAMILY HERITAGE HOLDINGS, LLC, a Florida limited liability company, existing under the laws of Florida, and whose mailing address is 1101 S. U.S. Highway 1, Fort Pierce, FL 34950, hereinafter called the Grantor, to 205 OKEECHOBEE, LLC, a Florida limited liability company, whose address is 205 NE 2nd Street, Okeechobee, FL 34972, hereinafter called the Grantee: (Wherever used herein the terms 'Grantor" and "Grantee" Include all the parties to this Instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH: That the Grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee, all that certain land situate in Okeechobee County, Florida, to -wit: Lots 7, 8, 9, 10, 11, and 12, Block 142, Okeechobee, according to the map or plat thereof as recorded in Plat Book 5, Page(s) 5, Publin,Records of Okeechobee County, Florida Subject to: restrictions, reservations, covenants,'_conditlons, and easements of record; taxes for 2017 and the years subsequent thereto, and all applicable laws, ordinances and governmental regulations, including without limitation, zoning and building codes and ordinances. Together with all the tenements, hereditaments and appurtenances thereto belonging or In anywise appertaining. To Have and to Hold, the same In fee simple forever. And the Grantor hereby covenants with said Grantee that: (t is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land; that it hereby fully warrants the title to said land and will defend the same against the lawful claims of persons whomsoever; and that said land Is free of all encumbrances. SAID LAND SHALL BE SUBJECT TO THE FOLLOWING „DEED RESTRICTION WHICH SHALL BE ENFORCEABLE BY GRANTOR, ITS SUCCESSORS AND ASSIGNS: GRANTEE AGREES THE LAND SHALL NOT BE, USED FOR ANY -FUNERAL HOME, CREMATORY OR FUNERAL -RELATED TYPE OF BUSINESS FOR TWENTY>(201yYEARS FROM THE DATE OF THIS DEED. THIS RESTRICTION SHALL AUTOMATICALLY TERMINATE ON THEOT" ANNIVERSARY OF THE DATE OF THIS DEED. In Witness Whereof the Grantor has caused these presents to be executed in'tts name, and Its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized, the day and year first above written. Signed, sealed and delivered in our presence: FAMILY HERITAGE HOLDINGS, CO, a Florida limited liability company By: FAMILY HERITAGE FUNERAL SERVICES, LLC, a Florida limited liability company Its: Manager By: Thomas G. Conway, Sr. Its: Manager STATE OF FLORIDA COUNTY OF OKEECHOBEE (� The foregoing instrument was swom to and subscribed before me this t day of April, 2017, by Thomas G. Conway, Sr., Manager of Fami^ly, �H Funeral Services, LLC, a Florida limited liability company, the Manager of Family Heritage Holdings, LLC, � liability company, on behalf of the Company. He is personally known to me, and did take an oath. ��' • •MW • Q��� • roi� y: TARY BLIC — State of Florida Book789/Page1563 CFN#2017004352 04140956! a LQ. Page 1 of 1 City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owner(s): 205 Okeechobee, LLC Mailing Address: 205 NE 2nd Street, Okeechobee, FL 34972 Home Telephone: 863-763-4386 Work: 863-824-7644 Cell: 863-634-0194 Property Address: 205 NE 2nd Street, Okeechobee, FL 34972 Parcel ID Number: 3-15-37-35-0010-01420-0070 Name of Applicant: Sandra Galletto Home Telephone: Work: Cell: 863-634-8007 The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS -2-4 444 DAY OF i4ivtblf' 20Lef .ar.-4* OWNER WITNESS OWNER WITNESS Before me the undersigned authority personally appeared the owner(s) named above who upon being duly sworn acknowledged before me that they are the owner(s) of the real property described above and t at the executed the of attorney for the purpose stated therein. Sworn and subscribed this J day of /%/(,{j{EA 20 / power iva. C. MICHAEL BAGGOTT f %'SEAL � MEXPIRES: s COMMISSION Notary Public: it: :/ ,/' 0202] 3 Commission Expires: (A—`}' a'/ °" (Rev 9/2017) Page 5 of 11 12/3/2018 Detail by Entity Name Detail by Entity Name Florida Limited Liability Company 205 OKEECHOBEE, LLC Filing Information Document Number L17000060014 FEI/EIN Number 85-0857658 Date Filed 03/15/2017 Effective Date 03/15/2017 State FL Status ACTIVE Principal Address 205 NE 2ND STREET OKEECHOBEE, FL 34972 Mailing Address 205 NE 2ND STREET OKEECHOBEE, FL 34972 Registered Agent Name & Address ABNEY, JOHN W, JR. 1414 SE 8TH DRIVE OKEECHOBEE, FL 34974 Authorized Person(s) Detail Name & Address Title MGR ABNEY, JOHN W, JR. 1414 SE 8TH DRVIE OKEECHOBEE, FL 34974 Title MGR DOBBS, STEVEN L 1062 JAKES WAY OKEECHOBEE, FL 34974 Annual Reports Report Year Filed Date 2018 01/15/2018 Document Images 01/15/2018 — ANNUAL REPORT View image in PDF format 03/15/2017 — Florida Limited Liability View image in PDF format Florida Department of State, Division of Corporations http://search.sunbiz.org/I nquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&search NameOrder=2050KEEC... 2/3 November 28, 2018 Mr. Bill Brisson City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Subject: 205 Okeechobee, LLC Drive Thru Dear Mr. Brisson: Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation statement for the above referenced facility. The project is to convert and existing metal building onsite to a drive thru convenient store. This analysis was based on a spreadsheet distributed by the Florida Department of Transportation, which is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (8' Edition). The results indicate the proposed 1,500 sf convenient store (ITE code 852) generates 52 peak hour trips PM with 25 being in and 26 being out. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering Steven L. Dobbs, P. E. President CC: Sandra Galletto File a CC 71; Steven L.;.Dobbs = 11.1 NOV 241'121)18 c� 48134:'>.•.��`,��. SLD Engineei*i E •S S 1 Ok ee� itiatiutO 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com Instructions: Trip Generation Rates fro_ m the 8th Edition ITE Trip Generation Report • NA:Not Available KSF' Units of 1.000 .square feet DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Enter Numbers Into the "Expected Units" In the Corresponding Yellow Column Descri tion 1 ITE Code Rate Weekday PM Peak Rate % PM In % PM Out Expected Units (independent variable) Calculated Dail. TrI •s PM Peak Trips - Total PM In PM Out Notes Units KSF Dail Traffic 496.12 Period 33.48 52% 48% 0 0 NA NA Fast Food w/ Drive Thru 934 Seats 1952 0.94 53% 47% 0 0 NA NA Fast Food w/ Drive Thru 934 Drive Thru Only 935 KSF2 NA 153.85 54% 48% 0 0 NA NA Only 2 studies KSF NA 11.34 66% 34% - 0 0 NA NA Drinking Place 925 Quick Lube Shop 941 Service Bays 40.00 5.19 55% 45% �' 1.1.11.3111111.1011111=0 Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Daily Trips for Saturday. Caution- Only 1 Study. Automobile Care Center 942 KSF` 15.86 3.38 50% 50% 0 0 NA NA Daily Trips for Saturday. New Car Sales 841 KSF' 33.34 2.59 39% 61% 0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48% 52% 0 0 NA NA Peak Hour is PM Peak Hour. Automobile Parts Sales 843 KSF 61.91 5.98 49% 51% - 0 0 NA NA Fuel. Position 168.56 NMIIIIIIIIIEU 50% IM- IIIMIEIMIIII.Mrnll.IIMIII=ICUI Dai Rate from 4th Edition ITE Gasoline/Service Station 944 Serv.Station w/ Conven.Mkt 945 Fuel Position 162.78 13.38 50% 50%_ 0 0 NA NA Have auto repair and service Serv.Stat.w/Conv.Mkt.BCarwash 946 EMEMEIEMMIal Fuel Position 152.84 13.94 51% 49% 0 0 NA NA 108.00 immiligmea 49% - MIIIKIIIIIMIKEIMIMIIIMIng Caution- Only 1 Study. Tire Store 848 Service Bays NA 3.54 42% 58% 0 0 NA NA Tire Store 848 KSF-2 24.87 4.15 43% 57% 0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47% 53% 0 0 NA NA Supermarket 850 KSF 102.24 10.50 51% 49% - 0 0 NA NA Daily based on small number of studies (Caution) Convenien. Mkt. (Open 24 hrs) 851 KSF 737.99 52.41 51% 49% - 0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF NA 34.57 49% 51% 1.5 0 52 25 26 Convenien. Mkt w/ Gas Pumps 853 KSF' 845.60 59.69 50% 50% 0 0 NA NA Average size = 3.000 sgft Discount Supermarket 854 KSF` 96.82 8.90 50% 50% 0 0 NA NA Daily Trips for Saturday. Caution- Only 1 Study. Wholesale Market 860 KSF' 6.73 0.88 53% 47% 0 0 NA NA Caution- Only 1 Study. Discount Club 857 KSF' 41.80 4.24 50% 50% 0 0 NA NA Similar to "Sams" or "Pace" Home Improvement Store 862 KSF 29.80 2.37 48% 52% 0 0 NA NA Electronics Superstore 663 KSF' 45.04 4.50 49% 51% 0 0 NA NA Toy/Children's Superstore 864 KSF NA 4.99 50% 50% 0 0 NA NA Peak Hour is for Saturday. Apparel Store 876 KSF2 66.40 3.83 50% 50% 0 0 NA NA Drugstore w/o Drive-Thru 880 KSF` 90.06 8.42 50% 50% 0 0 NA NA Drugstore w/ Drive-Thru 881 KSF° 88.16 10.35 50% 50% 0 0 NA NA Furniture Store 890 KSF' 5.06 0.45 48% 52% 0 0 NA NA Video Arcade 895 KSF' NA 56.81 52% 48% 0 0 NA NA Peak Hour is PM Peak Hour. Caution- Only 1 Study. Video Rental Store 896 KSF' NA 31.54 50% 50% 0 0 NA NA Peak Hour is PM Peak Hour. Walk-in Bank 911 KSF' 156.48 12.12 44% 56% 0 0 NA NA Daily based on 1 study & PM Peak based on 2 studies. Drive-in Bank 912 Drive-in Windows 139.25 27.41 49% 51% 0 0 NA NA Drive-in Bank 912 KSF' 148.15 25.82 50% 50% 0 0 NA NA NA: Not Available DU: Dwelling Unit Occ.Room: Occupied Room 28 -Nov -18 KSF2' Units of 1,000 square feet Fuel Position: # of vehicles that could be fueled simultaneously Nov 16, 2018 9:25am by hblair SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) EXHIBIT " SHEET 1 OF 2 LEGAL DESCRIPTION: A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THROUGH 12, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCR/BED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT Z BLOCK 156; THENCE RUN NORTH 00'09'42" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 157.54 FEET TO THE SOUTHWEST CORNER OF LOT 6 OF SAID BLOCK 156 AND A POINT ON THE NORTH RIGHT-OF-WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID WEST LINE, RUN NORTH 8950'43" EAST, ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 49.99 FEET TO THE SOUTHWEST CORNER OF LOT 5, OF SAID BLOCK 156 AND 77-/E POINT OF BEGINNING; THENCE CONTINUE NORTH 8950'43" EAST ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 49.99 FEET TO THE SOUTHEAST CORNER OF LOT 5 OF SAID BLOCK 156; THENCE DEPAR77NG SAID NORTH RIGHT-OF-WAY LINE, RUN SOUTH 0009'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE EAST LINE OF LOT 5 OF SAID BLOCK 156, A DISTANCE OF 7.50 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID 15 FOOT WIDE ALLEY, THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN SOUTH 89'50'43" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 49.99 FEET TO A POINT ON THE SOUTHERLY EXTENSION OF THE WEST LINE OF LOT 5 OF SAID BLOCK 156; THENCE DEPAR77NG SAID CENTERLINE, RUN NORTH 0009'42" WEST, ALONG SAID SOUTHERLY EXTENSION, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 375 SQUARE FEET, MORE OR LESS. GENERAL NOTES 11/16/2018 DATE JE 'er'' D. HALLICK, FLORIDA LICE A REGISTRATION NO. 6715 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT 77 -IE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH PREPARED FOR DESCRIPTION PURPOSES ONLY AND DOES NOT REPRESENT A FIELD SURVEY. MEASUREMENTS SHOWN HEREON ARE BASED ON A FIELD SURVEY PREPARED BY THIS FIRM. 3 BEARINGS ARE BASED ON 7HE FLORIDA STA7E PLANE COORDINA7E SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 WITH 2011 ADJUSTMENT AS A REFERENCE FOR THIS SKETCH, THE WEST LINE OF BLOCK 156, CITY OF OKEECHOBEE, HAS A BEARING OF NORTH 00V943' WEST. 4. 7HE LOTS SHOWN HEREON ARE PART OF BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO 7HE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. 0. ,y,'1;; N13715 to STATE OF FLORIDA IM SEE SHEET 2 FOR SKETCH if C PBRNER A ENGINEERS BaRLEV : LLANNERSS AND ASSOCIATES, INC. LB 4709 4450 FE 83RD ROAD - M8D11000, FL 34785 - (352) 748-3128 Sketch Nov 16, 2018 9:20am by hblair S.\SURVEY NEW\SURVEY\OKEECHOBEE\2nd—Okeechobee\CIVIL3D FILES\2ND—OKEECHOBEE SURSKETCH_ALLEY SUBJECT PARCEL_3. dwg 8.5 SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) NORTH 0 10 20 1 INCH = 20 FEET LOT 6 POINT OF BEGINNING SOUTHWEST CORNER, LOT 5, BLOCK 156 NORTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY 50'(P) N8950'43"E 49.99' WEST LINE, BLOCK 756 15' ALLEY 50'(P) SOUTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY LOT 7 EXHIBIT " SHEET 2 OF 2 BLOCK 156 LOT 5 SOUTHEAST CORNER, LOT 5, BLOCK 156 50'(P) N89°50'43"E 49.99' LOT 4 50'(P) • SUBJECT LANDS (±375 SQUARE FEET) POINT OF COMMENCEMENT SOUTHWEST CORNER, LOT 7, BLOCK 156 LEGEND: S89°50'43"W 49.99' 50'(P) CENTERLINE, 15 FOOT ALLEY LOT 8 BLOCK 156 LINE TABLE LINE BEARING LENGTH Li SOV9'42"E Z50' L2 NOb9'42'W Z50' 4 LINE BREAK (P) DIMENSION PER PLAT L1 LINE TAG LABEL (SEE TABLE) 0 CHANGE IN D/REC110N 1 50'(P) LOT 9 SEE SHEET 1 FOR DESCRIPI7ON 411TLP2RNER BBRLEV AND ASSOCIATES, INC. A ENGNEERS A SURVEYORS A PLANNERS LB 4709 4450 F8= 83RD ROAD - imoimO, FL 347a5- (352) 748-3128 Nov 16, 2018 9:27am by hbloir SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) EXHIBIT " SHEET 1 OF 2 LEGAL DESCRIPTION: A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THROUGH 12 BLOCK 156, CITY OF OKEECHOBEE, ACCORDING' TO 77-/E MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 7, BLOCK 156; THENCE RUN NORTH 0009'42" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 150.04 FEET TO A POINT ON THE CENTERLINE OF SAID 15 FOOT WIDE ALLEY AND THE POINT OF BEGINNING;; THENCE CONTINUE NORTH 0009'42" WEST, ALONG SAID WEST LINE, A DISTANCE OF 7.50 FEET TO THE SOUTHWEST CORNER OF LOT 6 OF SAID BLOCK 156 AND A POINT ON THE NORTH RIGHT—OF—WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID WEST LINE, RUN NORTH 8950'43" EAST, ALONG SAID NORTH RIGHT—OF—WAY LINE, A DISTANCE OF 49.99 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6, BLOCK 156; THENCE DEPARTING SAID NORTH RIGHT—OF—WAY LINE, RUN SOUTH 00'09'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE EAST LINE OF SAID LOT 6, A DISTANCE OF 7.50 FEET TO A POINT ON THE CENTERLINE OF 77 -IE AFORESAID 15 FOOT WIDE ALLEY THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN SOUTH 89'50'43" WEST, ALONG SAID CENTERLINE, A DISTANCE OF 49.99 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 375 SQUARE FEET, MORE OR LESS. GENERAL NOTES 11/16/2018 DATE JE 'er'' D. HALLICK, FLORIDA LICE A REGISTRA770N NO. 6715 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT 71 -IE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH PREPARED FOR DESCRIP77ON PURPOSES ONLY AND DOES NOT REPRESENT A FIELD SURVEY. MEASUREMENTS SHOWN HEREON ARE BASED ON A FIELD SURVEY PREPARED BY THIS FIRM. 3 BEARINGS ARE BASED ON 7HE FLORIDA STA7E PLANE COORDINA7E SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 WITH 2011 ADJUSTMENT AS A REFERENCE FOR THIS SKETCH, THE WEST LINE OF BLOCK 156, CITY OF OKEECHOBEE, HAS A BEARING OF NORTH 0019943' WEST. 4. 7HE LOTS SHOWN HEREON ARE PART OF BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO 7HE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. 0. ,y,'1;; N13715 to STATE OF FLORFD�A IM SEE SHEET 2 FOR SKETCH if 411TLPBRNER BaRLEV AND ASSOCIATES, INC. A ENGINEERS A SURVEYORS A PLANNERS LB 4709 4450 FE 83RD ROAD - MBD .OQO. FL 34785 - (352) 748-3128 Sketch Nov 16, 2018 S.\SURVEY NEW\SURVEY\OKEECHOBEE\2nd—Okeechobee\CIVIL3D FILES\2ND—OKEECHOBEE SURSKETCH_ALLEY SUBJECT PARCEL_2.dwg 8.5 .2 SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) NORTH 0 10 20 1 INCH = 20 FEET ce Lu co U ti m 14.1 00 Q Q o J ~ W ()LC W j 14.1 Z o Z Cr iRW 11.pyo m v rn z Q 2 o LOT 6 NORTH RIGHT—OF— WAY LINE, 15 FOOT WIDE ALLEY 50'(P) N89°50'43"E 49.99' SUBJECT LANDS (1375 SQUARE FEET) S89°50'43"W 49.99' EXHIBIT " SHEET 2 OF 2 BLOCK 156 LOT 5 SOUTHEAST CORNER, LOT 6, BLOCK 156 50'(P) 50'(P) 1 CENTERLINE, 15 FOOT ALLEY LOT 7 POINT OF COMMENCEMENT SOUTHWEST CORNER, LOT 7, BLOCK 156 LEGEND: LOT 4 50'(P) 15' ALLEY 50'(P) 1 50'(P) SOUTH RIGHT—OF—WAY LINE, 15 FOOT WIDE ALLEY LOT 8 BLOCK 156 LINE TABLE LINE BEARING LENGTH L1 NOV9'42"W 7.50' L2 S019.9.42"E 7.50" 4 LINE BREAK (P) DIMENSION PER PLAT L1 LINE TAG LABEL (SEE TABLE) 0 CHANGE IN D/RECI7ON LOT 9 SEE SHEET 1 FOR DESCR/P770N PaRNER £ SURVEYORS BARLEY A PLANNERS AND ASSOCIATES, INC. LB 4709 4450 NE 83RD ROAD - 111014000. FL 34785 - (352) 748-3128 SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) EXHIBIT " SHEET 1 OF 2 LEGAL DESCRIPTION: A PORTION OF THE 15 FOOT WIDE ALLEY LYING SOUTH OF LOTS 1 THROUGH 6, BLOCK 156 AND NORTH OF LOTS 7 THOROUGH 12, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 7, BLOCK 156; THENCE RUN NORTH 0009'42" WEST, ALONG THE WEST LINE OF SAID BLOCK 156, A DISTANCE OF 142.54 FEET TO THE NORTHWEST CORNER OF SAID LOT 7, BLOCK 156 AND THE POINT OF BEGINNING;; THENCE CONTINUE NORTH 0009'42" WEST, ALONG SAID WEST LINE, A DISTANCE OF 7.50 FEET TO A POINT ON THE CENTERLINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID WEST LINE, RUN NORTH 8950'43" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 99.98 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE WEST LINE OF LOT 4 OF SAID BLOCK 156; THENCE DEPARTING SAID CENTERLINE, RUN NORTH 0009'42" WEST, ALONG SAID SOUTHERLY EXTENSION, A DISTANCE OF 7.50 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, BLOCK 156 AND A POINT ON THE NORTH RIGHT—OF—WAY LINE OF 77 -IE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID SOUTHERLY EXTENSION, RUN NORTH 89'50'43" EAST, ALONG SAID NORTH RIGHT—OF—WAY LINE, A DISTANCE OF 199.97 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, BLOCK 156; THENCE DEPARTING SAID NORTH RIGHT—OF—WAY LINE, RUN SOUTH 0009'42" EAST, ALONG THE EAST LINE OF SAID BLOCK 156, A DISTANCE OF 15.00 FEET TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF THE AFORESAID 15 FOOT WIDE ALLEY; THENCE DEPARTING SAID EAST LINE, RUN SOUTH 89'50'43" WEST, ALONG SAID SOUTH RIGHT—OF—WAY LINE, A DISTANCE OF 299.95 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 0.09 ACRES, MORE OR LESS. GENERAL NOTES 11/16/2018 DATE 1. REPRODUC77ONS OF THIS SKETCH ARE NOT VALID 1.11THOUT TI -IE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH PREPARED FOR DESCRIPTION PURPOSES ONLY AND DOES NOT REPRESENT A FIELD SURVEY. MEASUREMENTS SHOWN HEREON ARE BASED ON A FIELD SURVEY PREPARED BY THIS FIRM. 3. BEARINGS ARE BASED ON 7HE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 WITH 2011 ADJUSTMENT AS A REFERENCE FOR THIS SKETCH, THE WEST LINE OF BLOCK 156, CITY OF OKEECHOBEE, HAS A BEARING OF NORTH 0019943' WEST. 4. 7HE LOTS SHOWN HEREON ARE PART OF BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO 7HE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. JERE i. HALLICK, FLORIDA LICE FLO ' 8 REGISTRA770N NO. 6715 11� N13715 n L� STATE OF FLORIDA if � SEE SHEET 2 FOR SKETCH PER C PBRNER A ENGINEERS BaRLEV : LLANNERSS AND ASSOCIATES, INC. LB 4709 4450 FE 83RD ROAD - M8D10300. FL 34785 - (352) 748-3128 0 ro Sketch Nov 15 2018 5:\SURVEY NEW\SURVEY\OKEECHOBEE\2nd—Okeechobee\CIVIL3D FILES\2N0—OKEECHOBEE SURSKETCH_ALLEY SUBJECT PARCEL.dwg 8.5x .2 2 WEST LINE, BLOCK 156 SKETCH FOR DESCRIPTION (NOTA FIELD SURVEY) 50'(P) LOT 6 CNi NORTHWEST 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) 50'(P) EXHIBIT " SHEET 2 OF 2 NORTH LINE, BLOCK 156 50'(P) I 50'(P) 50'(P) I 50'(P) BLOCK' 0 LOT 5 1--1`-521-i LOT 4 LOT "= ti ti O CENTERLINE, 15 FOOT ALLEY N00°09'42"W 7.50' f00 (P) N89 °50J4 "t 99.98' -� LOT 2 Q to LOT 1 c\i SOUTHEAST CORNER, LOT 1, BLOCK 156 SOUTHWEST CORNER, LOT 4, BLOCK 156 I I NORTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY 200'(P) N89°50'43F'E 199.97' 15' ALLEY SUBJECT LANDS (+0.09 ACRES) POINT OF BEGINNING NORTHWEST CORNER, LOT 7, BLOCK 156 S89°50'431W 299.95' 300'(P) SOUTH RIGHT-OF-WAY LINE, 15 FOOT WIDE ALLEY C\i� N k --N LOT 7 LOT 8 LOT 9 LOT 10 o (5 BLO�K 156 s z( m 50'(P) _ 50'(P) 50(P) 50(P) \-SOUTH LINE, BLOCK 156 LOT 11 LOT 12 50'(P) 50'(P) POINT OF COMMENCEMENT STATE ROAD NO. 70 SOUTHWEST CORNER, LOT 7, BLOCK 156 NORTHWEST PARK STREET NORTH PARK STREET (PLAT) LINE TABLE LINE BEARING LENGTH L1 N0 0942'W Z50' L2 SO 09'42 E 15.00' (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) LEGEND: 4 LINE BREAK (P) DIMENSION PER PLAT L1 LINE TAG LABEL (SEE TABLE) 0 CHANGE IN DIRECI7ON u-) 14.1 �3 LU J I Ivo LLIN144 CD I-- (0 U 111 14-1 Y J to NORTH 0 25 50 1 /NCH = 50 FEET SEE SHEET 1 FOR DESCR/P770N PMPINEA : R YWs BBLEY A PLANNERS AND ASSOCIATES, INC. LB 4709 4450 NE 83RD ROAD - 148011000. FL 34785 - (352) 748-3128 Staff Report Special Exception Request Drive-thru Convenience Store 205 NE 2nd Street Prepared for: The City of Okeechobee Applicant: Sandra Galleto Petition No.: 19 -001 -SE 137 Jackson Street # 206 Fort Myers, FL 33901 Staff Report Special Exception Request Sandra Galleto Petition No. 19 -001 -SE General Information Owner Owner Address Applicant Applicant Address Site Address Contact Person Contact Phone Number Email Address Future Land Use Zoning District Use of Property Acreage (per survey) 205 Okeechobee, LLC 205 NE 2nd Street Okeechobee, FL 34972 Sandra Galletto 7797 NW 81st Court Okeechobee, FL 34972 205 NE 2nd Street '" Steven Dobbs, Consultant/owner 863-824-7644 sdobbs@stevedobbsengineering.com Existing Commercial CHV, 4 Heavy Commercial Office building and storage 45,000 sf (1.033 acre) Proposed Commercial CHV, Heavy Commercial Existing office building plus new drive-thru convenience store 45,000 sf (1.033 acre) Le • al Descri • tion of Pro • ert Parcel Identification Number: 3-15-37-35-0010-01420-0070 LOT 7, 8, 9, 10, 11, AND 12, BLOCK 142, OKEECHOHOBEE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. Item Before the Board of Ad'ustment The matter for consideration by the City of Okeechobee Board of Adjustment is a Special Exception for a Drive-thru convenience store as a second principal use to be located in the existing 2,030 square foot metal building located on the western portion of the parcel. The drive-thru convenience store will occupy about 1,530 square feet of the building with the balance remaining as storage to be used by the current owner. 1 pl nning Staff Report Special Exception Request Sandra Galleto Petition No. 19 -001 -SE Descri • tion of the Situation The property is designated Commercial on the Future Land Use Map (FLUM) and zoned CHV, Heavy Commercial. Retail use is a permitted use is a permitted use in the CHV District, and drive-thru service is item (1) in the list of allowable special exception uses. There are two buildings on the site. The principal structure is the 6,000 square foot office building occupying about 60% of the site. The second building, about 2,030 square feet, is the metal building located in the northwest corner of the site. The proposed drive-thru convenience store use will occupy about 1,530 square feet and about 500 square feet of this building will continue to be used for storage by the current owner. The convenience store will be open between 6:00 a.m. and 7:00 p.m. up to six days a week. There will be two shifts per day with maximum employment during the peak shift being five persons. All properties in the immediate area are designated for, and/or used for commercial purposes except the two single family homes located on the southeast corner of NE 3rd Avenue and NE 2nd Street. These properties are not expected to be significantly impacted by the proposed drive-thru convenience store use. Ad'acent FLUM Classification Zonin • District, and Existin • Land Use Future Land Use Map North Zoning District East South Existing Land Use Future Land Use Classification Zoning District Existing Land Use Future Land Use Classification Zoning District Existing Land Use Future Land Use Classification West Zoning District Existing Land Use Commercial and Multi -family Residential. The eastern half CHV, Heavy Commercial; the other half are zoned RMF. All uses to the north are in commercial use except property, which is vacant. Commercial CHV, Heavy Commercial Office uses Single -Family Residential RMF, Residential Multiple Family All uses are commercial except for two lots on the north side of NE 2nd St Commercial CHV, Heavy Commercial Commercial except for one vacant lot. 2 planning Staff Report Special Exception Request Sandra Galleto Petition No. 19 -001 -SE Consistenc with Land Develo o ment Re o piations Section 70-373(b) requires that the Applicant address the following standards for granting a Special Exception during his/her presentation to the Board of Adjustment. The Applicant has submitted, as part of the submission, brief statements and information addressing these standards. These are repeated below in Times Roman typeface exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff comments follow and are shown in Arial typeface. Identified deficiencies are highlighted. (1) Demonstrate that the proposed location and site are appropriate for the use. The site fronts on 205 NE Park Street in the heart of town within 2 blocks of four other drive through businesses previously identified on page 8 section B of the application in the City. This is a perfect location for this business. ST/ FF COMMENTS: We agree that the location is suitable for a retail commercial use in that it is located in the CHV District and surrounded by other commercial uses largely office, although most are office uses; with retail and service uses located south of NE 2nd St. The site is sufficiently large to accommodate a small retail use. (2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. The site and existing building are perfect for this use. There is an existing entrance and 13' drive between the main building onsite and the metal building to be used as the Drive - Through Convenient Store. This will allow stacking of approximately 7 vehicles onsite. The north access around the metal building will be reserved for employees of the Drive - Through and the building to the east. This layout allows for access to, around, and from the site as accessible as possible. STAFF COMMENTS: The site is sufficiently Targe to accommodate the proposed use in the existing, relatively small, one-story metal building without the need for special design efforts. The proposed use will create no noises, odors, or glare that will adversely impact the other surrounding commercial uses, therefore no special design efforts are necessary. 3 planning Staff Report Sandra Galleto Special Exception Request Petition No. 19 -001 -SE (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. Visual screening from adjacent uses should is proposed by the 4' concrete block wall on the north side of the lot that will keep headlights from shining on the adjacent lot to the north. There should be no issues with the existing building to the east. The buildings to the west are adjacent to the exit of the Drive -Through convenient store and the building across from the exit is part of the feed mill, which usually does not operate early in the morning. Since it is the exit to the Drive -Through convenient store, screening would not be an option STAFF COMMENTS: We agree that no special landscaping techniques are necessary to visually screen the adjacent commercial uses. (4) Demonstrate what is proposed to reduce the impacts of any potential hazards, problems or public nuisance generated by the use or explain how the nature of the use creates no such potential problems. The nature of the business is all service will be provides at the drive through. There should be no potential hazards during the drive-through process or public nuisances generated by the use. (5) STAFF COMMENTS: With all activity occurring during hours which are generally commensurate with those of other businesses in commercial districts and limited to the confines of the existing metal building, no hazards, problems or nuisance that would affect the public are expected. Demonstrate how the utilities and other service requirements of the use can be met. There are existing water and septic service to the site and onsite as well as power, so there are no utility or service requirements that cannot be met currently. STAFF COMMENTS: Potable water is provided by the Okeechobee Utility Authority (OUA), Florida Power and Light (FPL) provides electric power to the site. Assuming that the Health Department has no problem with continued use of the septic system with the expanded commercial use, we envision no problems with regard to the provision of utilities. Laizue ptBngLfl 4 Staff Report Sandra Galleto Special Exception Request Petition No. 19 -001 -SE (6) Demonstrate how the impact of traffic generation will be handled off site and on-site. "Traffic will enter from the south off NE 2nd Street, turn left through the facility and exit onto NE 2nd Avenue. The drive to the north around the building will be for employees only and will not interfere with the drive-through process. There is enough room to stack 7 cars onsite". "With peak hour traffic of 52 vehicles and entrance and exit on different streets should not create traffic congestion in the area and half of the peak traffic will enter and half will exit. The acceptable level of service for the Road According to Section 74-5 is LOS -D and from the FDOT Generalizes Service Table, a level of service D on a 2 -lane undivided road with a speed limit of 35 mph or less is 13,300 AAD or 554 per hour. The 52 peak trips per hour would not create traffic congestion. As stated previously there are 7 stacking positions available onsite and does not could the one person being serviced. There should be adequate staking onsite, with 25 entering trips per hour, this would relate to.a staking of 16.8 minutes of customers." STAFF COMMENTS: We agree that the levels of traffic on the public roadways associated with the proposed use, as described above, should not create congestion or create a hazard to public safety. However, we are concerned with the narrowness of the north driveway (between 16'9" and just 13'. This driveway is intended to provide the only employee ingress to and egress from the convenience store. However, it was also noted that employees of the office building to the east may use this driveway. Sound planning practice usually recognizes 24 feet as the minimum width for a two- way driveway, although widths from 20' down to as little 18 -feet may prove acceptable under certain situations. Lesser widths are only acceptable for one-way traffic. Neither the north driveway nor the convenience store access driveway from NE 2nd Street meet even the minimum threshold for other than one-way traffic. While we recognize that the number of persons using this driveway should be small; but, even with an "Employees Only" sign at the entrance, some customers will be likely to enter, increasing the possibility of vehicular conflicts. We find the proposed two-way use of the north driveway unacceptable as currently proposed. However, one other possibility would be to install an "Employees Only" sign and a code- or key -activated gate that could only be opened by employees of the conven- ience store; thereby eliminating all possibility of unauthorized persons entering the employees -only driveway from NE 2nd Avenue. The bar could be lifted, or the gate opened, either manually or electronically. With a maximum of just five employees using the driveway, the chances of conflict between employees trying to enter and leave the premises at the same time would be very limited. tistiin.i 5 Staff Report Special Exception Request Sandra Galleto Petition No. 19 -001 -SE Section 70-373(c (1 — (8) When reaching a conclusion on a Special Exception request, the Board of Adjustment shall consider and show in its record the following findings as set forth in Section 70- 373(c)(1)-(8). The required findings are listed below followed by the Applicant's statements in Times Roman typeface exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff comments follow and are shown in Arial typeface. Identified deficiencies are highlighted. (1) The use is not contrary to the Comprehensive Plan requirements. This parcel is zoned Heavy Commercial and has a Future Land Use of Commercial and this special exception request is in the Heavy Commercial Zoning. As demonstrated previously there are several other drive-through businesses in the area and all adjacent parcels are businesses and this use will not impact those existing businesses. This parcel is perfect for business such as the one proposed and is absolutely within the spirit of the Comprehensive Plan. STAFF COMMENTS: We agree that the proposed use is not contrary to requirements of the Comprehensive Plan (2) The use is specifically authorized as a special exception use in the zoning district. According to the City of Okeechobee, Code of Ordinances Section 90-283(1), Drive-through services is permissible in this zoning district. (3) STAFF COMMENTS: We agree. The use will not have an adverse effect on the public interest. It should have a positive effect on neighboring businesses by bringing attracting people to the area and a positive effect on the public interest. STAFF COMMENTS: We agree that the use will not have an adverse impact on the public interest. (4) The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. Yes, this parcel is currently developed so the urbanizing land use has been established and the business is compatible with other drive-through uses in the area as previously discussed. STAFF COMMENTS: We agree. plarii7iri , 6 Staff Report Sandra Galleto Special Exception Request Petition No. 19 -001 -SE (5) The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. This change will not negatively impact property values or living conditions, nor deter development of adjacent property as all adjacent property is already developed. STAFF COMMENTS: We agree. (6) The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. No hazards or impacts are anticipated by this use to adjacent uses as previously discussed. STAFF COMMENTS: The proposed use will create no noises, odors, or glare that will adversely impact the other surrounding commercial uses, therefore no special screening or landscaping is necessary. (7) The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. This use will not overburden public facilities including streets and as stated previously the utilities already servicing this site are sufficient for the proposed use. STAFF COMMENTS: Neither density nor schools is an issue with a commercial use and the proposed drive-thru convenience store, while increasing traffic, should not have a significant negative effect upon public streets or any other public services or facilities. 8) The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. With peak hour traffic of 52 vehicles and entrance and exit on different streets should not create traffic congestion in the area and half of the peak traffic will enter and half will exit. The acceptable level of service for the Road According to Section 74-5 is LOS -D and from the FDOT Generalizes Service Table, a level of service D on a 2 -lane undivided road with a speed limit of 35 mph or less is 13,300 AAD or 554 per hour. The 52 peak trips per hour would not create traffic congestion. As stated previously there are 7 stacking positions available onsite and does not could the one person being serviced. There should be adequate staking onsite, with 25 entering trips per hour, this would relate to a staking of 16.8 minutes of customers. The site is already developed and there are no flooding or drainage issues in the area with none anticipated. There are no impacts to public safety anticipated by the addition of this use on the site. STAFF COMMENTS: We agree. LaRue ptanning Staff Report Special Exception Request Sandra Galleto Petition No. 19 -001 -SE Recommendation Based on the foregoing analysis, I find the requested Special Exception to be consistent with the City's Comprehensive Plan, reasonably compatible with adjacent uses, and consistent with the urbanizing pattern of the area and recommend approval of the Special Exception for a drive-thru convenience store as shown on the site plan accompanying the application, with the following stipulation: 1. The site plan is modified to allow for ingress and egress in a manner such that any driveway proposed to handle two-way traffic be at least 18' in width and preferably 20 to 24' wide; or, 2. If the driveway less than 18 feet wide, an "Employees Only" sign is placed at the NE 2nd Avenue driveway and a manual or electronic gate is installed that can be activated only by employees of the convenience store; or, 3. The Applicant identifies the driveway from NE 2nd Avenue as a one-way "Employee Only Entrance" and provides another acceptable method for employees to exit the site. Submitted by: Wm. F. Brisson, AICP Planning Consultant January 2, 2019 Board of Adjustment Hearing: January 17, 2019 Attachments: Future Land Use Map Zoning Map Aerial Photograph Showing Existing Land Uses LaKuc pinning 8 Staff Report Special Exception Request Sandra Galleto Petition No. 19 -001 -SE FUTURE LAND USE MAP SUBJECT SITE AND ENVIRONS NE 2nd Av. NE 3rd St. 1 Subject ikocrNE eati4.i:641:34fhisia:1 NE 2nd St. 17.77.77:77.77,7.77,77.1.7.77,77,77 COMPREHENSIVE PLAN LAND USE SINGLE - FAMILY 1111 MULTI - FAMILY am COMMERCIAL iNDUTRIAL PUBLIC FACILITIES RESIDENTIAL MIXED USE -2 co LU z 9 panning Staff Report Special Exception Request Petition No. 19 -001 -SE Sandra Galleto 111 ZONING MAP SUBJECT SITE AND ENVIRONS "Cs c CNI LIJ NE 3rd St. ZONING • CWauol 17,1•:7R.1 :7° t+EAVY CC VVERC IAL T. uorrr vvER.c, CPO - COMM PROFECCICNAL ffE 1:4. 4. 4.0 ING - NDLICT't1AL PUB - PUBLIC FACILITIES POZAflk:ED NI "NW 1.EZ, IDF.NTIAL V.LILTIFAVILYP tooelLr 4:NE *r..27.. - Ftrv:11.1.71AL 3:,41vai.e FA VILA, a P.r,v: titaaLm NE 2nd St. cr.) LU z plannIng 10 Staff Report Special Exception Request Sandra Galleto Petition No. 19 -001 -SE XOSTING LAND USE SUBJECT SITE AND ENVIRONS LAttu+ ptanncng 11 City of Okeechobee General Services Department 55 S.E. 3`d Avenue, Room 101 Okeechobee, Florida 34974-2903 Phone: (863) 763-3372, ext. 9820 Fax: (863) 763-1686 Date:3COuri ci 5, ap/g Petition No. I q -00,9,- sr Fee Paid: 5/60,00 ' Jurisdiction: h 0A 1s` Hearing: 1_17_ 1 q 2nd Hearing: p J/rs Publication Dates: Notices Mailed: I -0? -19 Rezone, Special Exception and Variance Exhibit APPLICANT INFORMATION 1 Name of property owner(s): Please see attached 2 Owner mailing address: Please see atttached 3 Name of applicant(s) if other than ownerSteve Lipofsky,PE c/o Southeast Investments,Inc. 4 Applicant mailing address: 2655 North Ocean Drive Ste. 401 Singer Island, FL 33404 E-mail address: slipofsky@theferObercompany.com 5 Name of contact person (state relationship): 6 7 Contact person daytime phone(s): 904-285-7600 PROPERTY INFORMATION Property address/directions to property: NWC Park Street & 2nd Ave Okeechobee, FL 34972 8 Describe current use of property: Vacant Land, Parking lot and two out parcel buildings. 9 Describe improvements on property (number/type buildings, dwelling units , occupied or vacant, etc. Proposed 6,119 SF Wawa convenience store with gas sales, Supporting parking and landscap DOA DU P 13 Source of potable water: Citywater p Method of sewage disposal:Cy Sewer 10 Approx. acreage: 1.72 1. CO Is property in a platted subdivision? /eS 11 Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe: 12 Is a pending sale of the property subject to this application being granted? Yes 13 Describe uses on adjoining property to the North: North: East: South: West: 14 Existing zoning: Commercial Business Dist. Future Land Use classification: Heavy Commercial District 15 Have there been any prior rezoning, property? (1-1)No ( )Yes. If special exception, variance, or site plan approvals on the yes provide date, petition number and nature of approval. 16 Request is for: ( ) Rezone ( x ) Special Exception ( ) Variance 17 Parcel Identification Number: 3-15-37-35-0010-01560-0070, 3-15-37-35-0010-01560-0090, 3-15-37-35-0010-01560-0110, 3-15-37-35-0010-01560-0010 (Rev 9/2017) Page 1 of 11 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signature Printed Name Steve Lipofsky, PE Date /P -13/1g For questions rting to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 9/2017) Page 2of11 REQUIRED ATTACHMENTS 18 Applicant's statement of interest in property: Construct Wawa convenience store 19 Non-refundable application fee: Rezoning: $850 plus $30/acre; Special Exception: $500 plus $30/acre; Variance: $500 Note: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges B 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. 20 Last recorded warranty deed: 21 Notarized letter of consent from property owner (if applicant is different from property owner) , 22 Three property surveys (one no larger than 11x17) containing: a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre / 23 List of surrounding property owners with addresses and location sketch of the subject property. See the Information Request Form from the Okeechobee Property Appraiser's Office (attached) 24 Affidavit attesting to completeness and correctness of the list (attached) i` 25 Completed specific application and checklist sheet for each request checked in line 15 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. Signature Printed Name Steve Lipofsky, PE Date /P -13/1g For questions rting to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 9/2017) Page 2of11 BOHLER ENGINEERING WAWA GASOLINE SERVICE STATION & CONVENIENCE STORE Northwest corner of NW Park Street & NW 2°d Avenue Special Exception Criteria Narrative Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561.571.0280 The proposed site is located on the northwest corner of NW Park Street & NW 2nd avenue. A 6,119 - square foot gasoline service station/ Convenience Store and Restaurant, along with 6,055 -square foot canopy 16 Vehicle fueling positions and supporting infrastructure will be placed on the site and will integrate the current development and design standards set forth by the City of Okeechobee. The existing site consists of a two story 7,392 SF retail building, a 1,232 SF tire store and a parking lot. The existing site has been in operation in the last 5 years. Per coordination with Okeechobee Utility Authority, the city will provide sufficient capacity to provide water and wastewater services to the site and a written statement from the utilities department has been obtained in a form of a will serve letter to confirm it. Sign off for the relocation of the main lines have been provided, as required for the alley abandonment. Additionally, a new 20 -foot easement will be provided with the relocated water and sewer mains running through the site which will be necessary for the installation and maintenance of a potable water service transmission system and the Gravity Sewer MHs and main lines, which will meet all applicable health and environmental regulations. All fees required to be paid for water and sewer contribution and all other charges shall be paid when required. Fire protection services will be provided on the site to protect people and the property in the proposed development. A fire hydrant will be placed south of the building located within a landscape island. A pathway has been designed meeting the minimum turning radii requirements to allow adequate access for a fire truck to access the site and connect to the proposed fire hydrant. Fire hydrants shall deliver adequate pressure for the site. The development will be consistent with the city's comprehensive plan by integrating the future land use, transportation, infrastructure and conservation elements into its design. All drainage and retention for the project shall be in accordance with applicable governmental regulations. A traffic study has been provided, demonstrating that the traffic generated by the proposed development can be accommodated on the regional transportation network at an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee. Wawa is often described as a restaurant that sells gasoline. It provides its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs. All of Wawa's stores offer a large fresh food service selection, including Wawa brands such as built -to -order hoagies, fresh brewed coffee, hot breakfast sandwiches, built -to -order specialty beverages, and an assortment of soups, sides and snacks. Based on the breakdown of area uses within a Wawa store, approximately 55.8% of the total building square footage is used for the restaurant only, while approximately 17.1% is used for the convenience store area. The Project seeks to redevelop these lots with a vibrant, state-of-the-art commercial use that will serve the surrounding community. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM BOH LER ENGINEERING Standards for Granting a Special Exception 1. Demonstrate that the proposed location and site are appropriate for the use. City of Okeechobee 12-18-2018 Page 2 of 4 Response: The site is located one block west of the intersection of two principal arterial roads (SR 70 & SR 15) integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling to the area nearest their intended route but encourage extra trips to local businesses by these patrons within the adjacent roadway networks. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood or explain why no specific design efforts are needed. Response: Full access is being provided on all minor/local streets bordering the site, and existing access on the SR -70 frontage will be removed. This will prevent back-up of through traffic on the frontage road and allow customers to enter and exit with minimal impact to local traffic. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. Response: A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees. 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. Response: Potential hazards include the congestion of through traffic on the SR -70 frontage road. To reduce this impact, existing curb -cuts and access along this road will be removed. Full access will be provided on minor side streets, with no proposed direct access on SR -70 5. Demonstrate how the utilities and other service requirements of the use can be met. Response: Public utility service is being provided to the site via a 20' shared easement through the south side of the proposed building. Existing telecom. electric, and fiberoptic service is being rerouted through this easement to continue serving adjacent parcels and allowing for the alley way to be abandoned. Sign off from all governing utility agencies has been provided. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. Response: Traffic will be routed through full access driveways located on minor side streets to reduce traffic impact to the SR -70 principal arterial frontage road. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM BOHLER ENGINEERING Findings Required for Granting a Special Exception 1. The use is not contrary to the Comprehensive Plan requirements. Response: All Comprehensive Plan requirements are being met according to the qualification set forth by Okeechobee Land Development Regulations. 2. The use is specifically authorized as a special exception use in the zoning district. City of Okeechobee 12-18-2018 Page 3 of 4 Response: Gas Station use within the Heavy Commercial Zoning is listed as a requiring a special exception. 3. The use will not have an adverse effect on the public interest. Response: Proposed use will benefit public interest through providing a gasoline service station located centrally to two major thoroughfare roads, and providing job opportunities to the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs, while providing additional jobs to the community. Wawa offers employee ownership and college reimbursements to employees and tends to give back to the community often getting involved with local charities. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. Response: The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling within the adjacent roadway networks. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. Response: The proposed use will improve value of existing lots and bring the site to conformity with current town code to improve visual aesthetic of the site, and compliment adjacent property. Additional development tends to fill in many of the areas where Wawa's have been constructed, adding value to the neighboring commercial properties and increasing users to other surrounding businesses. 6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. Response: The proposed site provides 24" of screening in the form of ornamental hedges along the interior lot and a 10' buffer on all exterior sides planted in excess of the City's min standards. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM TM BOHLER ENG INEERING City of Okeechobee 12-18-2018 Page 4 of 4 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. Response: The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concurrency requirements have been met for the City of Okeechobee. Additionally, utility capacity for water and sewer is available and will -serve letters have been provided by the City. 8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. Response: The site has been designed to meet or exceed drainage requirements for applicable drainagecode and criteria set forth by but not limited, SFWMD FDOT, and The City of Okeechobee, A combination of Swales and underground vaults will provide adequate stormwater treatment and storage. Positive legal discharge will be provided through an FDOT outfall connection to the SR70 drainage system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met. Coordination has been made with FDOT to remove existing access on SR -70 reducing potential traffic issues. A traffic study has been provided that demonstrates an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee. CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM AI ADDITIONAL INFORMATION REQUIRED FOR A SPECIAL EXCEPTION Describe the Special Exception sought: Ref ;See q(9._a S (a 5) Contien ien� S.}�,re, tO iAn tun As Gas station use within the heavy commerical zoning with the change form the current zoning of comme'rcr business district. B Are there similar uses in the area? No () Yes ✓ If yes, briefly describe them: Yes there is an existing gas station 0.4 miles East. C If a business, briefly describe the nature of the business, number of employees, hours of operation, and any activities to be conducted outside of a building: Gas station, restaurant, coffee shop, and convenience store, with outdoor seating, with approximately 25 to 30 employee, 5 to 10 during one shift, and open 24 hours a day. Includes 2 free air compressors parking spaces. D Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the special exception or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips, and level of service on all adjacent roadway links with and without the project. E Responses addressing the standards and required findings for a special exception as described below. Attach additional sheets as necessary. STANDARDS FOR GRANTING A SPECIAL EXCEPTION [Sec. 70-373(b), LDR page CD70:19] Applicants are required by Sec. 70-373(b) to address the following issues in his/her presentation before the Board of Adjustment. Staff strongly recommends that the Applicant include, in his/her application, materials that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to adequately consider the Applicant's request. 1. Demonstrate that the proposed location and site are appropriate for the use. The site is located one block west of the intersection of two principal arterial roads (SR 70 & SR 15) integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling to the area nearest their intended route but encourage extra trips to local businesses by these patrons within the adjacent roadway networks. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. Full access is being provided on all minor/local streets bordering the site, and existing access on the SR -70 frontage will be removed. This will prevent back-up of through traffic on the frontage road and allow customers to enter and exit with minimal impact to local traffic. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees. 4. Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. Potential hazards include the congestion of through traffic on the SR -70 frontage road. To reduce this impact, existing curb -cuts and access along this road will be removed. Full access will be provided on minor side streets, with no proposed direct access on SR -70 5. Demonstrate how the utilities and other service requirements of the use can be met. Public utility service is being provided to the site via a 20' shared easement through the south side of the proposed building. Existing telecom. electric, and fiberoptic service is being rerouted through this easement to continue serving adjacent parcels and allowing for the alley way to be abandoned. Sign off from all governing utility agencies has been provided. 6. Demonstrate how the impact of traffic generated will be handled, off site and on site. Traffic will be routed through full access driveways located on minor side streets to reduce traffic impact to the SR -70 principal arterial frontage road. (Rev 9/2017) Page 8of11 MUMS REQUIRE F R GRANT14NIG A SPECIAL EXCEPTION [Sec. 70-373(c), UDR page1 E. 20] It is the Applicant's responsibility to convince the Board of Adjustment that approval of the proposed special exception is justified. Specifically, the Applicant should provide in his/her application and presentation sufficient explanation and documentation to convince the Board of Adjustment to find that: 1. The use is not contrary to the Comprehensive Plan requirements. All Comprehensive Plan requirements arc being met according to the qualification set forth by Okeechobee Land Development Regulations. 2. The use is specifically authorized as a special exception use in the zoning district. Gas Station use within the Heavy Commercial Zoning is listed as a requiring a special exception. 3. The use will not have an adverse effect on the public interest. Proposed use will benefit public interest th runts pros bling a gasoline sera ice station located centrally to Inn major 0mnmghfure roads, and providing jolt opportunities to the public. The site i, being designed b, minimise traffic and sinal impacts to the public Additionally, rshile pros Wing its patrons .till a convenient stop for fresh, builblo-order fond,, be, crage, coffee, fuel scryices, free air and su rchurge-free ATMs, nhile providing additional Jobs to the community. Walla offers employee ooncr hip and college reimbursements to employers and tends to gist back to the community often getting ins Olvnl nils local charities. 4. The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling within the adjacent roadway networks. 5. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. The proposed use will improve value of existing lots and bring the site to conformity with current town code to improve visual aesthetic of the site, and compliment adjacent property. Additional development tends to fill in many of the areas where wntva's have been constructed, adding value to the neighboring commercial properties and increasing users to other surrounding businesses. 6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. The proposed site provides 24" of screening in the form of ornamental hedges along the interior lot and a 10' buffer on all exterior sides planted in excess of the City's min standards. 7. The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided That demonstrates the concurrency requirements have been met for the City of Okeechobee. Additionally, utility capacity for water and sewer is available and will -serve letters have been provided by the City. 8. The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. The site has Leen designed to meet or exceed drainage requirements for applicable drainage code and criteria sct forth by but not limited, SF\VI11D FDOT, and The City of Okeechobee, A combination of Shales and underground vaults nil! provide adequate stormwater treatment and storage. Positive legal discharge hill he pros fled through an FOOT ootfall connection to the SR70 drainage system improsing upon the existing condition that currently discharges loon all existing driveways rsith no existing retention or underground saults pith existing stater treatment requirements not being tont The City staff will, in the Staff Report, address the request and evaluate it and the Applicant's submission in Tight of the above standards and required findings and offer a recommendation for approval or denial. NOTE: AN APPROVAL OF A SPECIAL EXCEPTION EXPIRES IF A BUILDING PERMIT APPLICATION HAS NOT BEEN SUBMITTED WITHIN TWO YEARS OF THE APPROVAL [Sec. 70-348(4)] (Rev 9/2017) Page 9of11 BOHLER ENGINEERING Owner Lists Jmass Management, LLC 180 NW 3rd Ave Suite A Okeechobee, FL 34972 David R. Watford 200 NW Park Street Okeechobee, FL 34972 205 N Parrot Ave Holdings, LLC 850 NW Federal Hwy Suite 206 Stuart, FL 34994 Bohler Engineering FL, LLC 2255 Glades Road, Suite 305E Boca Raton, FL 33431 PHONE 561.571.0280 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM IST TG1 IJER LEGAL DESCRIPTION (PARCEL 1) E R I y t l Legal Descriptions Bohler Engineering FL, LLC 2255 Glades Road, -3uite 305E Boca P,sZon, FL 33431 PHONE 561.571.0280 LOTS 1 TROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OF PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESCRIPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED in PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM Staff Report Special Exception Request Wawa Convenience Store w/Fuel Pumps, etc. NW Corner Park Street & 2nd Avenue Prepared for: The City of Okeechobee Applicant: Southeast Investments, Inc. Petition No.: 19 -002 -SE 1 E- 1375 Jackson Street # 206 Fort Myers, Fl 33901 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE General Information Owners & Addresses Applicant Site Address Contact Person Contact Phone # Contact E-mail 205 Parrott Ave. Holdings, LLC 2740 SW Martin Down Blvd., #247, Palm City, FI 34990 David R. Watford, 200 NW Park St., Okeechobee, FL 34972 Jniass Mgrnt., LLC, 180 NW 3rd Ave, Ste A, Okeechobee, FL 34972 Steve Lipofsky, PE (Dir. of Retail Services.) Northwest corner of Park Street and NW 2nd Avenue Steve Lipofsky 5:1-625-9125 slibofsky@theferebercompany.com Future Land Use Map Classification Zoning District Existing Proposed Commercial Commercial CBD, Central Business District CHV, Heavy Commercial Use of Property Commercial retail, service and office space uses, vacant land, and parking Wawa convenience store with fuel pumps, and A including a restaurant and coffee shop with both indoor and outdoor seating. Acreage 75,017 sf (1.72 acres) 75,017 sf (1.72 acres) Le • al Descri • tion of Pro • ert Parcel Identification numbers: 3-15-37-35-0010-1560-0070; 3-15-37-35-0010-1560-0090; 3-15-37-35-0010-1560-0110; 3-15-37-35-0010-1560-0010 PARCEL 1: LOTS 1 THROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 2: LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3: LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. 1 pl*ngiirjg Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Item 'Before the Board of Ad'ustment The matter for consideration by the City of Okeechobee Board of Adjustment is a Special Exception for a 6,119 -square foot Wawa convenience store with fuel pumps on the northwest corner of NW Park Street & NW 2nd avenue. The 16 vehicle fueling positions will be under a 6,055 -square foot canopy. The p;.oposed use will also include a restaurant and coffee shop providing both indoor and outdoor seating and take-out. The facility will be open 24 hours -a -day, seven days -a -week, with a total of about 25 to 30 employees. There will be between five and ten employees during each shift. 1. Future Land Use Zonin • and Existin • Uses on Surrounding Properties Future Land Use Map Classification North Zoning District Existing Land Use Future Land Use Map Classification East Zoning District Existing Land Use Future Land Use Map Classification South Zoning District Existing Land Use Future Land Use Map Classification West Zoning District Existing Land Use Adjacent Future Land Use Map Classification Northwest Zoning District Existing Land Use Commercial :; $ CPO, Commercial Professional Office:; First Methodist Church Commercial CBD, Central Business District Walgreens Public Facilities Rt PUB, Public Use City. Park Commercial CBD, Central Business District Advance Auto Parts Commercial CBD, Central Business District Professional Offices LaRue, 2 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Consistency with Land Development Regulations Section 70-373(b) requires that the Applicant address the following standards for granting a Special Exception during his/her presentation to the Board of Adjustment. The Applicant has submitted, as part of the submission, brief statements and information addressing these standards. These are repeated below in Times Roman typeface exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff comments follow and are shown in Arial typeface. (1) Demonstrate that the proposed location and site are appropriate for the use. "Response: The site is located one block west of the intersection of two principal arterial roads (SR 70 & SR 15) integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling to the area nearest their intended route but encourage extra trips to local businesses by these patrons within the adjacent roadway networks." STAFF COMMENTS: Fueling stations are generally located on principal arterial roads. The applicant is proposing to locate a convenience store with a fueling station and a restaurant on SR 70, a block away from US 441. This location will allow the proposed uses to serve passing motorists traveling through the existing commercial corridor and provide quick access to and from both arterials. The proposed uses are compatible with the adjacent commercial uses and should have minimal traffic impacts on the adjacent semipublic church use. (2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. "Response: Full access is being provided on all minor/local streets bordering the site, and existing access on the SR -70 frontage will be removed. This will prevent back-up of through traffic on the frontage road and allow customers to enter and exit with minimal impact to local traffic." STAFF COMMENTS: The applicant is providing ingress/egress on all three of the local roadways surrounding the proposed development and is proposing to remove the access from SR 70. This design provides multiple access points for patrons, deliveries and waste removal. However, the City's traffic engineer has raised one issue regarding potential queuing on NW 2nd Ave that could create backups on SR 70. Due to this concern, the applicant should provide some additional quantification of the existing and potential queuing at this location. LaRue 3 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. "Response: A 10' buffer on all exterior sides planted in excess of the City's min standards, as well as a 2' strip on interior sides is being provided for conformity with the Town's code, which has been landscaped with hedge vegetation to provide 24" of screening at time of planting. Overall as many trees that could be planted have been provided, attempting to reduce mitigation trees." STAFF COMMENTS: The applicant is providing landscape buffering in accordance with City Land Development Code, except between the West side of the building and the loading zone. This deficiency is outlined in the site plan review and a recommended condition of site plan approval is that a 2 foot landscape strip should be added between the building and the loading zone. (4) Demonstrate what is proposed to reduce the impacts of any potential hazards, problems or public nuisance generated by the use or explain how the nature of the use creates no such potential problems. "Response: Potential hazards include the congestion of through traffic on the SR -70 frontage road. To reduce this impact, existing curb -cuts and access along this road will be removed. Full access will be provided on minor side streets, with no proposed direct access on SR -70." (5) STAFF COMMENTS: We agree that the largest potential problem associated with the proposed use is the increase in traffic. As stated above, the City's traffic engineer has pointed out that some additional analysis should be performed by the applicant to demonstrate whether the proposed development could cause an increase in queuing on NW 2nd Ave which could back up on to SR 70. Demonstrate how the utilities and other service requirements of the use can be met. Response: Public utility service is being provided to the site via a 20' shared easement through the south side of the proposed building. Existing telecom. electric, and fiberoptic service is being rerouted through this easement to continue serving adjacent parcels and allowing for the alley way to be abandoned. Sign off from all governing utility agencies has been provided. STAFF COMMENTS: We fully expect that utilities are fully available, and the ade- quacy and specifics of these facilities will be addressed during the site plan review stage. Ptciniing 4 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE (6) Demonstrate how the impact of traffic generation will be handled off site and on-site. "Response: Traffic will be routed through full access driveways located on minor side streets to reduce traffic impact to the SR -70 principal arterial frontage road. STAFF COMMENTS: The applicant has provided a loading truck circulation plan, fire truck circulation plan, fuel truck circulation plan, and trash truck circulation plan, all demonstrating that there is sufficient ingress and egress for the associated trucks and that deliveries and waste removal can be performed on the site without any use of the designated patron parking area. The loading space is located on the West side of the building, out of the path of patron parking areas. The only potential conflict is presented by a fuel truck parked over the fuel tanks, which would limit the internal circulation of patrons around the fuel pumps. To avoid internal backups, it would be ideal if fuel deliveries were performed during non -peak traffic hours. Ms. Susan O'Rourke, Principal of O'Rourke Engineering and Planning, has reviewed the Applicant's Site Plan and Traffic Impact Analysis. Her comments are provided on the following page. LaR�= pl;anqung 5 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE January 6, 2019 To: Bill Brisson From: Susan O'Rourke Re: Wawa, Sli 70 and NW 2'' Street OO'ROURK E ENGINEERING & P_ANN.NG O'Rourke Engineering & Planning was retained to evaluate the irnpact of the Wawa on the traffic network and specifically the operation of driveways and the intersections of US 441 and 3rd Street and SR 70 and NW 5`E Avenue. Concurrency — The traffic study prepared by MacKenzie Engineering and Planning was prepared in accordance with City standards and the pre -app teleconference the participated in with The City of Okeechobee, LaRue Planning and O'Rourke Engineering & Planning. We concur with the conclusion that the project has demonstrated concurrency based on the proposed traffic impacts. The project has a net impact of 219 daily trips, 57 AM peak hour trips and 8 PM peak hour trips. The site has existing retail uses, the net impact reflects the total proposed impact less that of the existing site. The off-site impacts do not require off-site mitigation. Driveway Location/ Site Access -- The City requires not only the assessment of impacts for concurrency purposes but requires the evaluation of driveways for consistency with City Code Section 78-35. The existing site is served by 8 points of access that will be reduced and replaced by three full access driveways; OW #1 on NW 3'd Avenue, DW #2 on NW 2' Avenue and DW 3 on NW 2' Street. All driveways meet the required 140 feet spacing requirements of the City. However, the applicant has recommended the elimination of parking spaces along several streets in order to accommodate safe egress. Six spaces are eliminated and 3 are shown as being replaced with parallel parking. The applicant has stated that the net number of spaces eliminated is two spaces. The applicant should demonstrate how the removal of parking spaces will be mitigated. Additionally, the northbound left turn movement into the Driveway 4 2 may create problems onto SR 70. The applicant should quantify the existing queue on NW 2t1° Avenue southbound so that we can ensure that there will not be back up onto SR 70 as vehicle attempt to turn onto the Wawas. On -Site Circulation— The applicant has demonstrated that the on-site circulation for fire and deliveries and trash is sufficient. Overall, the net increase is small and will not impose a significant impact on traffic in the area. However, the individual driveways will experience a consolidation of traffic and should be addressed per the comments above. Su le 402 pt; .ggi!g9 Sha.*t 'L I 772-7E".-7;,11? SE_-7ur'. c_cm_a5tret 6 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Section 70-373(c 1) — 8) When reaching a conclusion on a Special Exception request, the Board of Adjustment shall consider and show in its record the following findings as set forth in Section 70- 373(c)(1)-(8). The required findings are listed below followed by the Applicant's statements in Times Roman typeface exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff comments follow and are shown in Arial typeface. (1) The use is not contrary to the Comprehensive Plan requirements. "Response: All Comprehensive Plan requirements are being met according to the qualification set forth by Okeechobee Land Development Regulations." STAFF COMMENTS: The Future Land Use classification of this parcel is Commer- cial. The granting of this Special Exception is consistent with that classification. (2) The use is specifically authorized as a special exception use in the zoning district. "Response: Gas Station use within the Heavy Commercial Zoning is listed as a requiring a special exception." STAFF COMMENTS: The applicant has requested a rezoning to CHV Heavy Commercial to be reviewed concurrently with this special exception request. "Convenience store with fuel pumps" is specifically authorized as a special exception use in the CHV zoning district (3) The use will not have an adverse effect on the public interest. "Response: Proposed use will benefit public interest through providing a gasoline service station located centrally to two major thoroughfare roads, and providing job opportunities to the public. The site is being designed to minimize traffic and visual impacts to the public. Additionally, while providing its patrons with a convenient stop for fresh, built -to -order foods, beverage, coffee, fuel services, free air and surcharge -free ATMs, while providing additional jobs to the community. Wawa offers employee ownership and college reimbursements to employees and tends to give back to the community often getting involved with local charities." STAFF COMMENTS: We agree that the proposed use will have no adverse effect on the public interest. LaRue 7 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE 4) The use is appropriate for the proposed location, is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. "Response: The site is located one block west of the intersection of two principal arterial roads integral to through traffic carrying goods and passengers between major cities. A fuel station located at this site will serve the pass -by traffic traveling within the adjacent roadway networks". (5) STAFF COMMENTS: The existing uses on the immediately adjacent properties include a Walgreens, professional offices, Advanced Auto Parts, and the First Methodist Church. Across SR 70 to the South is city -owned park property. The requested proposed uses are compatible with the adjacent commercial uses and with the character of the SR 70 commercial corridor. The adjacent church is a semi- public use that should not be affected other than a potential moderate increase in traffic. The use will not adversely affect property values or living conditions, nor be a deterrent to the development of adjacent property. "Response: The proposed use will improve value of existing Lots and bring the site to conformity with current town code to improve visual aesthetic of the site, and compliment adjacent property. Additional development tends to fill in many of the areas where Wawa's have been constructed, adding value to the neighboring commercial properties and increasing users to other surrounding businesses." STAFF COMMENTS: Since there is no surrounding residential, there should be no adverse effects on living conditions; and it is difficult to predict the effects on property values. However, the proposed site plan and landscape plan are nearly completely in compliance with City Land Development Code and the proposed use should not deter the improvement or development of adjacent property. (6) The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. "Response: The proposed site provides 24" of screening in the form of ornamental hedges along the interior lot and a 10' buffer on all exterior sides planted in excess of the City's min standards." STAFF COMMENTS: The applicant is providing landscape buffering in accordance with City Land Development Code with the exception of the west side of the building and the loading zone. This deficiency is outlined in the site plan review and a recommended condition of site plan approval is that a 2 foot landscape strip should be added between the building and the loading zone. LaKuc ping 8 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE (7) The use will not create a density pattern that will overburden public facilities such as schools, streets, and utility services. "Response: The proposed use will minimize impact to the SR -70 frontage street by providing full access on minor side streets. Full access will distribute traffic such that no local road will be overburdened; and the removal of existing access on SR -70 will prevent backup of through traffic on this road. A traffic study has been provided that demonstrates the concurrency requirements have been met for the City of Okeechobee. Additionally, utility capacity for water and sewer is available and will -serve letters have been provided by the City." STAFF COMMENTS: The applicant is not proposing a residential use. There will not be any increase in density at the subject property. (8) The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. "Response: The site has been designed to meet or exceed drainage requirements for applicable drainage code and criteria set forth by but not limited, SFWMD FDOT, and The City of Okeechobee, A combination of Swales and underground vaults will provide adequate stormwater treatment and storage. Positive legal discharge will be provided through an FDOT outfall connection to the SR70 drainage system improving upon the existing condition that currently discharges down all existing driveways with no existing retention or underground vaults with existing water treatment requirements not being met. Coordination has been made with FDOT to remove existing access on SR -70 reducing potential traffic issues. A traffic study has been provided that demonstrates an acceptable level of service and meeting the concurrency requirements of the City of Okeechobee." STAFF COMMENTS: The proposed site plan does not contain any drainage deficiencies and public safety should not be affected by the proposed uses. However, the proposed uses will generate an increase of vehicle trips at the site and there is a remaining queuing issue raised by the City traffic consultant. It is recommended that the Applicant should quantify the existing queue on NW 2nd Avenue to ensure that there is no back-up onto SR 70 as vehicles attempt to turn into the Wawa. pl rngii g 9 Staff Report Special Exception Request Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Recommendation Based on the foregoing analysis, I find the requested Special Exception to be consistent with the City's Comprehensive Plan, appropriate for the location and site, and compatible with adjacent uses. Therefore, I recommend approval of the Special Exception Application for a Wawa convenience store with fuel pumps including a restaurant and coffee shop with indoor and outdoor seating located as requested with the following stipulations: 1. The Applicant should request approval by the TRC and City Council, for (a) replacement of the angled on -street parking spaces on the south side of NW 2nd Street with parallel parking spaces 23 feet in length rather than 20 feet proposed in the site plan; and (b) the proposed net reduction of three on -street parking spaces. 2. Per Ms. O'Rourke's recommendation, the Applicant should quantify the existing queue on NW 2nd Avenue to ensure that there is no back-up onto SR 70 as vehicles attempt to turn into the Wawa. 3. The setback of the underground fuel tanks from the south property line should, at a minimum, be increased from the proposed 12.5 feet to 15 feet. 4. Add a two -foot landscape strip between the building and the loading zone. 5. Fuel deliveries shall be performed during non -peak traffic hours. Submitted by: Wm. F. Brisson, AICP Planning Consultant January 9, 2018 Board of Adjustment Hearing: January 17, 2019 Attachments: Future Land Use Map Zoning Map Aerial Photograph Showing Existing Land Uses 10 Pf nq 9 Staff Report Applicant: Southeast Investments, Inc. Petition No. 19 -002 -SE Special Exception Request FUTURE LAND USE MAP SUBJECT SITE AND ENVIRONS L COMPREHE:NS,WE: PLAN LAND USE (. 1 SINGLE - FAMILY - MULTI -FAMILY CCNAMERCIAL INDUSTRIAL PUBLIC FACILITIES fiESIDENTIAL MIXED USE NW3rdAv. NW 2nd St. NW 2nd Av. NW Park SL SR 70 1644. Parrott Av./US 441 Lang. ptanning 11 Staff Report Applicant: Southeast Investments, Inc. Special Exception Request Petition No. 19 -002 -SE s z ZONING MAP SUBJECT SITE AND ENVIRONS !ZONING -•+E1410F1.--CVVERCtAL Ll6+fl CCVtlERCIA- PIN CC,1 FF.CFESSICVAL OFFICE mo, VDUwT!IAL PUO -PL7FLIC FA:ILITIE.^e nU4-VIXED PU9-R - 9114!?.IVIDENTIAL YULTIFAVILV R11M. RES IDekTlAL A1C61LE 14010.E ROPI - RECIDEVTIAL v: V61E FA.VILY .17,n E.' 7EV71'AL ui!lGLE FAV1LY i'. NW3rd Av. NW2nd St. NW 2nd Av. NW Park St./SR 70 N. Parrott Av./US 441 ptanning 12 Staff Report Special Exception Request Applicant: Southeast investments, Inc. Petition No. 19 -002 -SE E.XdS'TING i_AN[) USE SUBJECT SITE AND ENVIRONS First Mrsthodist tr�aI h La c ptanning 13 acKenzie Engineering & Planning, Inc. 1172 SW 30th Street • Palm City • Florida ° 34990 (772) 286-8030 • www.mackenzieengineeringinc.com January 16, 2019 To: Christopher Rogers (Bohler Engineering) Cc: Steven Lipofsky (Ferber Company) From: Shaun G. MacKenzie, P.E. RE: Wawa Traffic Study (Site Plan Review App No. 19-001) Response to Comments iPint T� Digitally signed by Shaun G MacKenzie Date: 2019.01.16 14:43:33 -05'00' Shaun G. MacKenzie P.E. PE Number 61751 The City requested that the NW 2' Avenue southbound queue at SR 70 be quantified to ensure it would not interfere with access into the proposed Wawa. Traffic volume on NW 2"d Avenue was not counted, but is not expected to be significant based on the traffic control that exists at NW 2' Street and NW 2"d Avenue. The traffic control stops north -south traffic and therefore encourages east -west travel and discourages north -south travel on NW 2' Avenue. In order to provide a conservative analysis, the existing southbound right -turn volume during the peak hour will be estimated using the southbound right -turn volume at NW 5th Avenue. NW 5th Avenue has free flow travel from SR 70 north to NW 6th Street. The estimated existing southbound right -turn volume at NW 2"d Avenue is 10 vehicles in the AM and 34 vehicles in the PM peak hour. Wawa is expected to add an additional 15 vehicles per hour to the southbound right -turn movement for a total of 49 vehicles per hour during the busiest peak hour. This equates to just under 1 vehicle per minute arriving southbound. The driveway is about 85 feet from State Road 70, which allows for queuing of three (3) standard vehicles before the entrance to the driveway is obstructed. Based on an arrival rate of 1 vehicles per minute, the southbound right -turn movement can store 3+ minutes of vehicles without obstructing the left -turn movement into Wawa. Based on an analysis of NW 2"d Avenue and SR 70, the southbound right -turn movement has a capacity of 426 vehicles per hour, a 95th percentile queue length of 0.4 vehicles, and an average delay of 14.7 seconds per vehicle. Therefore, based on an arrival rate of 1 vehicle per minute and an average delay of 14.7 seconds per vehicles, the probability of more than 1 vehicle in the queue is low and the probability of 2 vehicles is very low. To demonstrate the conservative nature of the analysis, a queueing analysis was performed based on an arrival rate of 49 vehicles per hour and a departure rate of 426 vehicles per hours. Based on this analysis, the 99.99th percentile queue is 2.3 vehicles. Based on the preceding discussion and analysis, the driveway location is adequate. • s.;I,A111 1, 11 ._ 1 . 111.1111 nn_ \ PL1nnmt. 11 1( Wawa Okeechobee, January 2019, Page 2 EXHIBIT 1 - QUEUING FORMULA AND ANALYSIS Queuing Analysis Calculations 99th Percentile Queue Calculations Q = 60 min/hour Demand Rate 8.45 sec/service Q = 426 veh per hour q = 49 vehicles per hour No. of Channels N= 1 Utilization Factor p= q NxQ p = 0.115014 from Table 8-11 Qm = 0.115014 P 0.0001 Queue Length Exceeded 0.01% of the time Queue Length exceeded P percent of the time M = r In P(x>M) - In Qm 1L Inp M In (0.0001) - In (0.115) M = 2.258718 In (0.115) 99.99th Percentile ueue = 2.3 Vehicles -1 ..&acKenzie Engineering & Planting, Inc. Wawa Okeechobee, January 2019, Page 3 HCS7 Two -Way Stop -Control Report General information Site information Analyst MEP Intersection SR 70 & NW 2nd Avenue Agency/Co. MEP Jurisdiction Okeechobee Date Performed 1/16/2019 East/West Street SR 70 Analysis Year 2019 North/South Street NW 2nd Avenue Tune Analyzed PM Peak Hour Peak Hour Factor 0.88 Intersection Onentanon East-West Analysis Time Period (hrs) 0.25 Project Description Wawa Lanes ��'• _• 1 -b -4--,- -► - 1 't +Y cul.. 4- .- 4- 4-- , 7- i-- r1't+rt t• r t Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U l TR U L T R U L T R U L 1 Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 1 Number of lanes 0 0 2 0 0 0 2 0 0 0 0 0 0 1 Configuration T T TR €, Volume, V (veh/h) 842 1014 84 41 Percent Heavy Vehicles f%) Proportion Time Blocked Percent Grade (%1 0 Right Turn Channelized No No No No Median Type/Storage Left + Thru Critical and Follow-up Headways Base Critical Headway (sec) 69 Critical Headway (sec) 6.96 Base Follow Up Headway sec) 3.3 Follow -Up Headway (sec) 333 __I__ Delay, Queue Length, and Level of Service F iciiii, kale.:' L1'eF,;il, ' 56 Capacity. c (veh/tt) 426 I v/c Ratio 0.13 95% Queue Length, Qs, (veh) 04 Control Delay (s/veh) ! 14.7 level of Service, LOS 1 8 P,pproach Delay (s/veh) 14.7 =,pproach LOS 0 Copyright 'Z 2019 University of Florida All Rights Reserved. HCS7T' TWSC Version 7.1 NW 2nd AVenue analysis.tctw Generated: 1/16/2019 2:36:00 PM SITE CONSTRUCTION PLANS CONS ULTAN1 JS DEVELOPER: THE FERBER COMPANY, INC 151 SAWGRAFL CORNERS DR. SOUTH, SUITE 202 PONTE VEDRA BEACH, FL 32082 (904) 285-7600 CIVIL ENGINEER: BOHLER ENGINEERING FL, LLC. 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 (561) 571-0280 BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: FARNER BARLEY AND ASSOCIATES, INC 4450 NE 83RD ROAD WILDWOOD, FL 34785 (352) 748-3126 ARCH ITECT: CUHACI & PETERSON 1925 PROSPECT AVE. ORLANDO, FL 32814 (407) 661-9100 LANDSCAPE ARCHITECT: SCOTT BARBER DESIGNS, PA. 1551 WYNCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 TRAFFIC: MCKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500 PALM CITY, FL 34990 OWNER / APPLICAN1 SOUTHEAST INVESTMENTS, INC. 2655 NORTH OCEAN DRIVE, SUITE 401 SINGER ISLAND, FL 33404 (561) 210-9105 END USER WAWA FLORIDA, LLC. 7022 TPC DRIVE, SUITE 200 ORLANDO, FL 32822 GOVE /, NING AGENCIES • CITY CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 (863) 763-3372 • FIRE PREVENTION CITY OF OKEECHOBEE FIRE -RESCUE DEPARTMENT 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 (863) 763-4423 • ELECTRIC FLORIDA POWER & LIGHT 825 NE 34TH AVENUE OKEECHOBEE, FL 34972 CONTACT: DONNA PADGETT (863) 467-3708 • WATER/SEWER OKEECHOBEE UTILITY AUTHORITY 100 SW 5TH AVENUE OKEECHOBEE, FL 34974 CONTACT: JAMIE MULLIS (863) 763-9460 EXT. 111 • TRAFFIC FDOT DISTRICT 1 801 N BROADWAY AVENUE BARTOW, FL 33830 (800) 292-3368 • STORM DRAINAGE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 CONTACT: CARLOS DEROJAS (561) 682-6505 LEGAL DESC I\ IPTION (PARCEL 1) LOTS 1 THROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESC I\ IPTION (PARCEL 2) LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LEGAL DESC I\ IPTION (PARCEL 3) LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLATTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. FOR WAWA LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE. OKEECHOBEE, FLORIDA 34972 OKEECHOBEE COUNTY PART OF SEC 16, TWP 37 S, RGE 35 E NW 6th St MW 4th t SITE W 2nd SW Fork St SW 4th St NW 7t, St NW Sth 5t Z z SW -0th St z NE 2nd St SE Park 5t NC 71h St NE 7th St E z 4 ✓ SE 3rd St NE 6th St NE 5th St Z. • NE 4th St NE 3rd St 5E 2nd St SE 4th St SE 5tt 5t z 7a a' z ua Nt 2nd LOCATION MAP SCALE: 1" = 1000' NW PARK ST SPEED LIMIT = 25 MPH tiAbritl SITE DATA TA It LE: WAWA STORE: WAWA CONTACT: BUILDING: CANOPY TYPE: CANOPY CONFIGURATION # OF MPD's: TYPE OF MPD'S # OF PARKING SPACES: # OF HANDICAP SPACES: # OF TRUCK/OVERSIZED PARKING: SQUARE FT. OF ASPHALT/CONCRETE: SQUARE FT. OF LAWN AREA: VEHICULAR USE AREA: 5353 ROBERT GRASSMAN, P.E. F85 F/B SLOPED STRAIGHT 8 (6) 3+1, (2) 3+1+1 47 3 0 45,908 SF 16,855 SF 38,491 SF SITE PLAN BID SET U SFWMD It 4 SHEET TITLE SHEET No. X COVER SHEET C-101 X GENERAL NOTES C-102 X EXISTING CONDITIONS PLAN C-201 X DEMOLITION PLAN C-202 X SITE LAYOUT PLAN C-301 X PAVEMENT MARKING AND SIGNAGE PLAN C-302 X VEHICULAR MOVEMENT PLAN C-303 X VEHICULAR MOVEMENT PLAN 2 C-304 X PAVING, GRADING & DRAINAGE PLAN C-401 X UTILITY PLAN C-501 X PHASE I SOIL EROSION CONTROL PLAN C-601 X PHASE 11 SOIL EROSION CONTROL PLAN C-602 X PHOTOMETRIC PLAN C-703 X PHOTOMETRIC DETAILS C-704 X CROSS SECTIONS C-801 X CONSTRUCTION DETAILS C-901 X CONSTRUCTION DETAILS C-902 X CONSTRUCTION DETAILS C-903 X CONSTRUCTION DETAILS C-904 X CONSTRUCTION DETAILS C-905 X CONSTRUCTION DETAILS C-906 X CONSTRUCTION DETAILS C-907 X CONSTRUCTION DETAILS C-908 X CONSTRUCTION DETAILS C-909 X TREE MITIGATION PLAN TM -1 X LANDSCAPE PLANS & DETAILS L1-L2 X SURVEY WAWA BUILDING ELEVATIONS AND FLOOR PLAN X WAWA GAS CANOPY AND DUMPSTER ELEVATIONS p i l PREPARED BY BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 BohlerEngineering. com 2 H W x 0 z w W z z W SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING z Q LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA l"\ ]EVISIONS 1 REV DATE COMMENT BY 811 1 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: COV JE 1'° SHE El SHEET NUMBER: C401 C 7 H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 4:40 PM LAST SAVED BY: CCUTTING GEN 1",RAI, NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • SURVEY - "ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEY" PREPARED BY FARNER BARLEY & ASSOCIATES, INC. DATED 08/14/2018. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 3. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 6. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 7. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 8. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 9. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 10. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 11. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 12. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 14. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 16. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 17. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 19. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 20. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 21. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 23. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. CONTRACTOR SHALL SUBMIT A MOP PLAN TO SEAN REILLY, PBC TRAFFIC DIVISION AT LEAST 2 WEEKS PRIOR TO STARTING CONSTRUCTION WITHIN JOG ROAD RIGHT-OF-WAY. 24. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 25. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 26. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 27. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 28. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 29. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 30. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 31. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL DEMOlT,II ION NOTES: ES: 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - "ALTA/NSPS LAND TITLE SURVEY / PLAT OF BOUNDARY AND TOPOGRAPHIC SURVEY" PREPARED BY FARNER BARLEY & ASSOCIATES, INC. DATED 08/14/2018. 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANYQ UESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INS 1 1t AJClvIONS X1"0 CONI RAC' 0 It CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • a CURB RAMPS SLOPE MUST NOT EXCEED 1:12 (8.3%) A MAXIMUM OF SIX 6 FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL G ADING UTILITY NOTES LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. 3. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 5. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 6. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 8. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 9. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 10. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 11. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 12. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 13. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 14. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 15. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 16. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 17. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 18. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 19. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 20. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 21. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 22. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 23. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 24. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS 111 WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 25. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 26. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 27. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 28. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) ( ) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR NJDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. LIGHTING NOTES: 1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING STANDARDS. 3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. 4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO FAIL PROPERLY TO FUNCTION. 5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 8. IT IS LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING THE POWER SOURCE(S) FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 10. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES AS INDICATED IN THE HIGH VOLTAGE PROXIMITY REGULATIONS OF THE LOCAL GOVERNING AGENCY. 11. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. FDOT GENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN (F.D.O.T.) RIGHT-OF-WAY SHALL CONFORM TO THE (LATEST EDITION) F.D.O.T. DESIGN STANDARDS AND (LATEST EDITION) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2. MAINTENANCE OF TRAFFIC M.O.T. FOR THIS PROJECT WILL COMPLY WITH THE F.D.O.T. STANDARD INDEX (600 SERIES) AND THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)." SPECIAL ATTENTION WILL BE GIVEN TO FDOT DESIGN STANDARD INDEX 611, 612, 613, AND 660. THE MAINTENANCE ENGINEER OR HIS DESIGNEE RESERVES THE RIGHT TO DIRECT THE REMOVAL/RELOCATION/MODIFICATION OF ANY TRAFFIC DEVICE(S) AT THE PERMITTEE'S SOLE EXPENSE. 3. ALL THERMOPLASTIC TRAFFIC STRIPES, MARKINGS AND SIGNAGE WILL BE INSTALLED PER THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 4. FOR ANY UNDERGROUND WORK, THE CONTRACTOR MUST CONTACT SIGNAL TRAFFIC CONTROL MAINTAINING AGENCY PRIOR TO CONSTRUCTION. 5. PERMITTEE WILL MATCH ABUTTING PAVEMENT SECTION ADJACENT TO PERMITTED WORK WHICH INCLUDES THICKNESS AND TYPE OF ASPHALT & BASE &SUBGRADE MATERIAL OR AS DIRECTED BY THE LOCAL RESIDENT OPERATIONS ENGINEER OR DESIGNEE. 6. IT IS THE PERMITTEE'S RESPONSIBILITY TO OBTAIN FINAL ACCEPTANCE OF PERMITTED WORK (COMPLETED) AND THE RESTORATION OF THE RIGHT-OF-WAY FROM THE F.D.O.T. PRIOR TO USAGE. 7. PERMITTEE WILL PROVIDE THE NECESSARY DENSITIES IN ACCORDANCE WITH SECTION 125-8 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION (LATEST EDITION) PRIOR TO FINAL ACCEPTANCE BY THE F.D.O.T. 8. PERMITTEE WILL RESTORE THE RIGHT OF WAY AS A MINIMUM, TO ITS ORIGINAL CONDITION OR BETTER IN ACCORDANCE W/F.D.O.T.'S LATEST STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION OR AS DIRECTED BY THE RESIDENT OPERATIONS ENGINEER. 9. DURING THE REMOVAL/INSTALLATION OF ANY CURB AND GUTTER SECTION, THE PERMITTEE WILL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE ABUTTING ASPHALT. THE DAMAGED ASPHALT REPAIR WILL BE IN ACCORDANCE WITH THE CURRENT SPECIFICATIONS AND/OR AS DIRECTED BY THE RESIDENT OPERATIONS ENGINEER. 10. PERMITTEE SHALL PROVIDE THE PRODUCER'S CERTIFICATION (DELIVERY TICKET) FOR THE NS CONCRETE -2500 PSI (USED FOR SIDEWALK, CURB & GUTTER, DITCH PAVEMENT AND TRAFFIC SEPARATOR) PRIOR TO FINAL ACCEPTANCE BY THE DEPARTMENT. THE DELIVERY TICKET SHALL CERTIFY THE CONCRETE WAS BATCHED, DELIVERED AND PLACED IN ACCORDANCE WITH SECTION 347 OF THE F.D.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION). 11. REMOVAL/INSTALLATION OF SIDEWALK WILL BE IN ACCORDANCE WITH FDOT STANDARD INDEX 310. 12. SODDED AREAS WILL BE IN ACCORDANCE WITH STANDARD INDEX 105 AND SECTIONS 162, 981, 982, 983, 987 OF THE F.D.O.T.'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. ALL DISTURBED AREAS WILL BE SODDED WITHIN ONE (1) WEEK OF INSTALLATION OF SAID PERMITTED WORK. 13. OWNERSHIP OF ALL SUITABLE EXCAVATED MATERIALS WITHIN THE FDOT R/W, AS DETERMINED BY THE F.D.O.T., SHALL REMAIN IN THE DEPARTMENT UNTIL A FINAL ACCEPTANCE OF THE PERMITTED PROJECT IS FULFILLED. EXCAVATED MATERIALS SHALL BE HAULED BY THE CONTRACTOR, AT THEIR COST & EXPENSE FROM THE SITE TO THE PALM BEACH OPERATIONS CENTER, 7900 W FOREST HILL BLVD OR STOCKPILED IN THOSE AREAS AS DIRECTED BY THE DOT, INCLUDING ASPHALT MILLINGS. 14. RESTRICTED HOURS OF OPERATION WILL BE FROM 9:OOAM TO 3:30 PM, (MONDAY -FRIDAY), UNLESS OTHERWISE APPROVED BY THE OPERATIONS ENGINEER, OR DESIGNEE. 15. PERMITTEE WILL COORDINATE ALL WORK WITH THE PALM BEACH OPERATIONS PERMITS DEPARTMENT USING FAX # (561) 370-1236. COORDINATION WILL INCLUDE A PRE -CONSTRUCTION MEETING. 16. PERMITTEE: PLEASE NOTE: PERMITTEE'S CONTRACTORS THAT ARE PERFORMING PERMITTED WORK ACTIVITIES SHALL PROVIDE THE F.D.O.T. (PERMIT OFFICE) PROOF OF A PROPER STATE CONTRACTOR'S LICENSE AND CERTIFICATE OF LIABILITY INSURANCE PRIOR TO ANY COMMENCEMENT OF PERMITTED WORK. 17. ALL PUBLIC SIDEWALK CURB RAMPS WILL MEET THE ROADWAY & TRAFFIC DESIGN STANDARDS (CURRENT EDITION) INDEX NUMBER 304 CURB/RAMP INSPECTIONS (S) REQUIRED PRIOR TO INSTALLATION OF CONCRETE. 18. PERMIT IS VALID FOR ONE YEAR FROM DATE OF ISSUE. 19. PERMIT IS "VALID" FOR ACCESS CONNECTION "ONLY". 20. PERMITTEE WILL PROVIDE THE F.D.O.T. WITH CERTIFIED "AS -BUILT" PLANS PRIOR TO FINAL ACCEPTANCE OF THE PERMITTED WORK. SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES SPORTATION SERVICES H f. EVISI:ONS REV DATE COMMENT BY 8 1 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION (PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: 1 CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa FOR THE FERBER COMPANY, I N C. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: G EN 'RAT NOTES SHEET NUMBER: 0402 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:46 PM LAST SAVED BY: DELIAS INV [1=22.75 (12 RCP) FOUND NAIL AND DISC - (L87805) 0.75' NORTH, 0.71 ' WEST (CORNER LOCATION ESTABLISHED FROM FOOT RIGHT-OF-WAY MAP) + 06 9h + til 19h 0 CURB INLET - GRATE AT PAVEMENT=27.45' INV EL =24.09 (12 RCP) 0 k0. kh +fie. 'o +"0 FOUND 5/8" IRON ROD - (IVO IDENTIFICATION) 0.10' NORTH, 0.10' WEST INitas 2.0' CONCRETE CURB (TYPICAL) NW 2nd ST 1 EET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) • 0 tie�6 ti60+ �e0 0' F/BEItPULL BOX 91 h0 + + 0 A e `:\ `l1$0 '1,1 $6 0 119 ti19 '0 o'^ OH 00 e � a d ° ° 189501 19997' a a6 6 /V89'49;52'E ho 70.29' 4 a p + a 0 10 4 OS CONCRE7 SIDEWALK 1" a Q O1i `0 0 8 �6�e ti6'0 ,L6a Oa 1. FOUND 5/8" IRON ROD - AND CAP (LB5157) • 1 4 ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL. =29.58' • ASPHALT PARKING LOT PARCEL 1 OWNER; 205NPARROT AVE HOLDINGS LLC 4‘0,651 ACRES) ONE STORY COMMERCIAL BUILDING ADDRESS 180 NW 3rd AVENUE OWNER: MASS MANAGEMENT, LLC ONE STORY COMMERCIAL 811ILDING ADDRESS 180 NW 3rd AVENUE OWNER: R.H. BARBER FINISHED FLOOR 1 EL. =29.58' FOUND 5/8" IRON R00 - AND CAP 04569) (LEANING SOUTH) 0.60' SOUTH OF CORNER 0 '0 61 10 ,fig. 1e. tie 6 1e 60 ,i tib_ OT 4 LOT 3 TO k9 F0 hb + 1e 1 tie 1 6 BENCHMARK /7 MAG NAIL AND DISC (NO IDENTIFICATION) NORTHING.. 1,057,99755' FASTING. 770, 699.70' ELEVATION.• 28.30' RIM EL. =28.26' NORTH INV. EL=22.96 (8'UNKNOWN) SOUTH INV. EL=22.81(8'VCC) EAST INV EL=22.75(8'VCC) FENCE CORN 2.9' EAST ASPHALT AREA FOUND 5/8" IRON R00 (N0 IDENTIFICATION) 0.28' NORTH, 0.06' WEST KR BLOCK 156 401116_ A. -FOUND 5/8" IRON ROD AND CAP (L84569) 0.08' SOUTH, 0.08' WEST FENC 2.2' NORTH, 4.1 ' EAST X u. 411 ASPHALT PARKING L FENCE ORNER 2.5 ORTH 1 FOUND 5/8" IRON ROD - AND CAP (LB4569) NORTHING: 1,058,004.39' FASTING. 711,015.58' im $ W W ti6$h + S89°50'43 ".W 19997' • 1' OH T 1 1 W -T- s OH OH 5 s W s 0 0 U,ICATIONS L BOX 1 + OH FO h0 1 1 069 610 +1 +� 2.0' CONCRETE CURB (TYPICAL) Si •/; s 5 A S. 5 5 5 = �. W N; PULL BOX + ti N89°50'13"E 29995' FOUND 5/8" IRON ROD - (NO IDENTIFICATION) 0.10' NORTH dui 15,x. 1 SET NAIL AND DISC (LB4709)- NORTHING.• 1,057,989.39' FASTING : 711,01562' h6 60 +'0 +'0 + fie 114/0 STORY COMMERCIAL BUILDING ADDRESS 210 NW PARK STREET FINISHED FLOOR EL.=29.16' (BOTTOM FLOOR) 1,855 SQUARE FEET (BOTTOM FLOOR) TWO STORY COMMERCIAL BUILDING ADDRESS 270 NW PARK STREET FINISHED FLOOR EL. =29.76' (BOTTOM FLOOR) 1,853 SQUARE FEET (BOTTOM FLOOR) O NEIL• JMASSMCMT, LLC W.651 ACRES) LOT 70 BLOCK 116 ONE STORY COMMERCIAL BUILDING ADDRESS 200 NW PARK STREET FINISHED FLOOR EL. =28 45' 7,267 SQUARE FEET a O czzczz 6 1k h1 + + '6 e G 6k �e 0.6 LLI O ,J. -BENCHMARK /2 MAG NAIL AND DISC (NO IDENTIFICATION) NORTHING: 1,057,995.34' FASTING: 711,031.39' ELEVATION.- 28.15' WEST INV. EL=27.74( SOUTHEAST INV. [1=21.74 11 k0 10 + �e + �0 5 96 4 CURB INLET - GRATE AT PAVEMENT=27. 1 7' INV. EL=23.76 (21 "x15'RCP) CATCH BASIN CONCRETE NRKING4 ° *� d GRATE EL =27.78' BOTTOM EL. =23.73' (HOLDING APPROXIMATELY 4 v 1.3' OF WATER IN BOX) 1 d a ° CURB INLET - GRATE AT PAVEMENT=27.07' INV. EL=23.80(21 "x15RCP) '1 0 17_ '3' ti 4 t a a 4- � a 4 e a° '6 COVERED a 9k CONCRETE ° d a 0 ti 66 Pak 7 . '1 6 T T CROSS WALK FO TO 1 ®a'V 1 til r 11 0 + X_ j ''tia. ° d + ti6 0 '7,) CC ICRET SI�EW�K ° ° ° a� Z FO F0� til 0 1 T 6g, FoiT ° ZJ,�TF� P6 ° aF0 ^�" FO a F0 T FO ° S89°51'01"i 1 299.95' SET D DISC (/84709) G. 1,057,846.04' AC.. 10 16.07' .iimmoriapmmii(IINABLE TO OPEN DUE TO TRAFFIC) • i 66 R/M EL.=27.37'c (UNABLE TO OPEN DUE TO TRAFFIC) • 6 1.1,04 -FO ° FO 1 1 -CURB INLET GRATE AT PAVEMENT -26.98' INV. EL=23.78r12wcp) \:1111- TO- MANHOLE- IN -pop EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFRC) It\ STaillaROAD_NO. ZO 4 T ,ti -- a!°. • 4 °A 1 a IMP a v a �14 T 51)T 60 0 T °F0d FOO. FO 9 F0 (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) CURB INLET - GRATE AT PAVEMENT=27.26' INV EL=22.5308'PCP) EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) .111.i AO_ 20 10 5 0 20 LEGEND: DA I UM NOTES: EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES 1 BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. !Fpi SITE CIVIL AND CONSULTING ENGINEERING SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY 8 1 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: DJE CAR 08/29/2018 AS NOTED DPO FOR rTHE FERBER OMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOH LER ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONDITIONS PLAN SHEET NUMBER: C 201 H. \ 2018 \ FLB180057 \ DRAWINGS \ PLAN SETS \ FLB180057ECO.DWG PRINTED BY: DELIAS 12.03.18 @ 4:25 PM LAST SAVED BY: CCUTTING +1.1. 19(.3 +1' I� ?ON ROD (L55157) CURB INLET EMENT=27.07' ) (21 X 15'RCP) EL.=27.44' LE TO OPEN TO TRAFFIC) f'• N89°49'52E 70.29' FOUND NAIL AND DISC (LB7805) 0.15' NORTH, 0.11 ' WEST (CORNER LOCATION ESTABLISHED FROM FOOT RIGHT-OF-WAY MAP) I ay BENCHMARK /1 MAG NAIL AND DISC (NO IDENTIFICATION) NORTHING.. 1,057,99755' EASTING• 710,699.70' ELEVATION: 28.30' + X66 ti9.� ti690 + + 42, W O INV EL=23.75 (12 RCP) h5 hk b5 +tib X16 + +0. 2.0' CONCRETE CURB (TYPICAL) LIMITS OF EX TYPE r CURB AND SIDEWALK TO BE REMOVED 6`aV tib• RIM EL. =28.26' NORTH INV. EL=22.96' (8'UNKNOWN) S. INV. F INV. 0 0 + X66 REMOVE EX STRIPING (7)P) EL=22.81(8 "VCC; EL=22.75(8'VCC,, FOUND 5/8" IRON*0D- ASPHALT PAVEMENT til 4 a o`1' V. ° " a• • tib• 9 d Ary6v�o Doti d 0 w O. 4 Fo d kl 11 11 11 11 11 11 11 11 11 11 11 11 ti9 LIMITS OF EX TYPE ' "--N CURB AND SIDEWALK TO BE REMOVED 16• Fa. 9 °I ,""- Ab1 1 d 6ti 072-41-61,98' ✓• 07:0 -4 -4 -FOS a d F� (� 98'6. ti _ a tib a1 tib CURB INLET - GRATE AT PAVEMENT=27.45' INV. EL=24.09 (12'RCP) ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL. =29.58' a1 LIMITS OF EX WATER LINE REMOVAL LIMITS OF EX BURIE' TELECOM LINE REMOVAL y6 + 6 n• h1 ` 0' 'P. ry9• - * \I + ti6 FOUND 5/8" IRON ROD (NO IDENTIFICATION) 0.10' NORTH, 0.10' WEST ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL. =29.58' LIMT/5 OF LY ASPHALT TO BE REMOVED 0 rj '1•6+ \ \ \ NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) 6k +1% LIMITS OF EX ASPHALT TO BE REMOVED REMOVE EX STRIPING +.6 6•n ti oy 0. 0 +O L 11\ +tib• FIBER PULL BOX /z 7izZ7/7 F7- 7 Li F0 -4-F0 4 FO CONCRETWgEWALK 4 FOo a FO ^ d 77777-11/ LIMITS OF EX TYPE ' " CURB AND SIDEWALK TO BE REM / 7- 7 / ASPHALT PARKING LOT (TBR) REMOVE LY STRIPING // / REMOVE EX LIGHT POLE (1)P) 16 Liz / 1/ _/ 1 / LIMITS' OF EX S4N SEWER LINE REVOVAL p4 REMOVE a LIGHT POLE (TYP) 1, Id ASPHALT ARE* 111 61,2,1k g LIMITS' OF EX BURI f7BER OP17C REMOVAL 34 I xl 14 / / REMOVE 1-190 LF EX CNAIN LINK FENCE/ / REMOVE APPROX. 19/ ot 8" GRAM' SEWER MAIN -X- ONCE PROPOSED RELOCA170N IS INSTALLED AND RELEASED FOR THE /NEW RE-ROUTED GRAKTY MAIN 0/7 / AND SIDEWALK TO BE REMOVED LIMITS' OF EX GAS LINE REMOV4L 11 FOUND 5/8" IRON ROD AND CAP (LB4569) (LEANING SOUTH) 0.60' SOUTH OF CORNER LIMITS' OF Ek' CURBING AND SIDEWALK TO BE REMOVED a GAS LINE TO BE ABONDONED IN PLACE COMRACTOR TO COORDINATE WITH fPU (BY OPIERS) LIMI7S OF EY ASPHALT TO BE REMOVED REMOVE EX STRIPING O. IcE Z.4 QL LZi cc LQ co co REMOVE EX LIGHT POLE (TYP) FO REMOVE APPROX 180 LF o 8" CAST IRON WATER MAIN Af7ER PROPOSED RELOCARON IS INSTALLED AND Raaso CONCRETE PARKING LIMITS OF EX BURIE _TE7_ECOM LINE REMOVAL TBR) (NO IDENTIFICATION) / 0.10' NORTH DEMOLISH EX BUILDING AND ALL APPURTENANCES / / / REMOVE EX STRIPING / 7 , , 4431 LIMITS OF EX GAS LINE REMOVAL REMOVE EX TREE (7)P) TELECOM' AND 250 LE OF f7BER CABLE TO BE REMOVED CONTRACTOR TO COORDINATE W OMCAST) DEMOLISH EX BUILDING AND ALL APPUR7ENANCES LIMITS OF EX TYPE r CURB AND SIDEWALK TO BE REMOVED LIMITS OF EX BURI 1FLECOM LINE REMOVAL REMOVE EY SAN CLE4NOUT (7)P) LIMITS OF EX SAN SEWER LINE REMOVAL COMMUNICATIONS BENCHMARK /2MAG NAIL AND DISC (NO IDENTIFICATION) NORTHING. 1,057,995.34' E4STING: 711,031.39' ELEVATION: 28.15' REMOVE EX S7RIPING LIMITS OF a BURIED LIMITS OF EX BURIED TELECOM LINE REMOVAL LIMITS' OF EX WATD? LINE REMOVA REMOVE EX TREE (TYP) LIMITS OF EX BURIED TWO STORY COMMERCIAL BUILDING (TBR) FINISHED FLOOR EL.=29.16' 1,855 SQUARE FEET (BOTTOM FLOOR) TWO STORY COMMERCIAL BUILDING (TBR) FINISHED FLOOR EL.=29.16' 1,853 SQUARE FEET (BOTTOM FLOOR) REMOVE EX SAN CLEANOUT (T)P) GRATE AT PAVEMENT=2717' REMOVE AND DISPOSE / EX CATCH BASIN GRATE EL=27.78' BOTTOM EL.=23.73' FOCROSS W,61( FO 11 11 11 11 CURB INLET LIMPS OF D( VALLEY GUTTER AND SIDEP/ALK TO BE REMOVED DUE TO TRAFFIC) TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) 0:0654 ACRES) DEMOLISH EX BUILDING AND ALL APPURTENANCES REMOVE EX TREE (TYP) REMOVE EX WOO PRIVACY FENCE U17LITY POLE REMOVE EX----___)() SET NAIL AND DISC (LB4709) NORTHING.. 1,057,989.39' .OWNER: DAVID R WATFORD DEMOLISH EX BUILDING AND ALL APPUR7ENANCES /J76 LIMITS' OF EX CURBING AND SIDEWALK TO BE REMOVED 0. REMOVE a STRIPING LIMITS OF EX CURBING AND SIDEWALK TO BE REMOVED ONE STORY COMMERCIAL BUILDING (TBR) FINISHED FLOOR EL.=28.45' 1,261 SQUARE FEET 1 REMOVE EX SIGN REMOVE EX S7RIPING LIMITS OF EX VALLEY GU77ER AND SIDEWALK TO BE REMOVED TA 4 iFL 4T L54 ASPHALT PAVEMENT STA 2.0' CONCRETV CURB (TYPICI4L) E ROAD NO, 70 (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINAIVCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) z LIMITS OF EX VALLEY GUT7ER AND SIDEWALK TO BE REMOVED 1 0. 1 CROSS WALK +Ill. CURB INLET GRATE AT PAVEMENT=27.26' TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) LEG N 4 Do 0 /070MM EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX LIGHT POLE TO BE REMOVED EX STORM STRUCTURES TO BE REMOVED EX UNDERGROUND ELECTRIC TO BE REMOVED EX UNDERGROUND GAS LINE TO BE REMOVED EX UNDERGROUND SANITARY LINE TO BE REMOVED EX UNDERGROUND TELEPHONE LINE TO BE REMOVED EX UNDERGROUND WATER LINE TO BE REMOVED EX UNDERGROUND FIBER OPTIC LINE TO BE REMOVED 20 EX STORM PIPE TO BE REMOVED TO BE REMOVED EX SURFACE TO BE REMOVED EX TREES TO BE REMOVED EX SPOT GRADE EX LIGHT POLE TO REMAIN EX STORM STRUCTURE TO REMAIN EX OVERHEAD LINE EX SANITARY LINE EX WATER LINE EX FIRE HYDRANT 10 5 0 20 1. BOHLER ENGINEERING FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. E. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEM THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. 5. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 9. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16. CONTRACTOR SHALL ENSURE PROPER EROSION CONTROL IS PROVIDED THROUGHOUT THE ENTIRE DURATION OF THE PROJECT. DATUM NOTES: 1 BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TA It LE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' SO°09'42"E L4 142.50' SO°09'42"E L5 299.95' S89°5101"W L6 142.54' NO°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L11 142.55' NO°09'42"W SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA EVISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: DJE CAR 08/29/2018 AS NOTED DPO PROJECT: Wawa FOR rTHE FERBER OMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PLAN SHEET NUMBER: C 202 \ 2018 \ FLB180057 \ DRAWINGS \ PLAN SETS \FLB180057DPO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS i1WOMMOMMOMMOMM1� JE a) w ▪ cn J W Q • H LL Q LL 0o U LL J U m Z EL o Z » UJ u I 1 U_ W Z N CO Q J LL a0 I— ce J w W U W Z O o0 Q O • J J W LL 1" N89°49'52'E 70.29' 5 EX. ON -STREET PARKING SPACES TO BE REMOVED 4 EX. SPACES TO REMAIN 4 NEW SPACES ADDED ASPHALT PAVEMENT DATUM NOTES: PROP TYPE "F" CURB AND 5' CONC S/W I I I I I I I I 11 I I 11 11 I I I I 11 4 EX. ON -STREET PARKING SPACES TO REMAIN d 4 4 d a N89°5024:4- 9.98• ' d a 4 a d 2.0' CON 'ETE CURB ( PICAL) d J Ucc J M 0 U U M zoo Z NN W LL A d d a d 4'x3' AIR MACHINE — PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN PROP STOP BAR AND "STOP" SIGN L8 4 11' 1▪ 0' 4 4'x3' AIR MACHINE PAD W/ 2 BOLLARDS 25' 4 d a 4 ONE STORY COMMERCIAL 5VII L9 2' LANDSCAPE BUFFER 10' BUILDING SETBACK 4 a 4 4 AIR SPACE, AISLE, AND ADJACENT SPACE TOBE6"CONC. ASPHALT 4 4 A 7 44 2' PROP STOP BAR AND "STOP" SIGN ZONING: COMMERCIAL PROFESSIONAL OFFICE ELU: FIRST UNITED METHODIST CHURCH FLU: COMMERCIAL NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT—OF—WAY) 30' PROP WAWA TYPE "B-1" CURB 9' d Li d� 4 WAWA TYPE "F-1" CURB(TYP) 6 EX. ON -STREET PARKING SPACES TO BE REMOVED 6 EX. SPACES TO REMAIN 1 NEW SPACE ADDED d d LEGEND: 4 4 + + +° + + + + + - + + + + + + + + + + +4±-F a d CONCRETE°SIQEWALK 4 a 4 a a d d A 10' BUILDING SETBACK CO N 4 10' PROP BOLLARD(TYP.) 8.1' 10' LANDSCAPE BUFFER 44 • 40 PROP DUMPSTER ENCLOSURE LOCATION PROP WAWA TYPE "B-1" CURB 4 171 I E -FREE (3+1+1 MPD) 4 A • • • • • • • a -•vim 4 4 ad a 4 d O ao 4 • d O • d a M I1..1• V11��1��11 +1I 1■1 .III •I I IS 0 1.111.1 1 J. 1.'.II ; j _ in _ 11. ■1�r ■C 1 �1�■i '1-1A1.1.1- 11. .09■■■1_■11•: 1!' 4 20', ■ii .- 1 11 IF 11•'1 .1. 11� ■1 ;Elmo1.l. .... _i i•.1..d r'IT—Iii 4 11919 1 •IN �1� N1 'c■1�■11� _■11 �l�si�■_ 11 J1� •N■ i■ i■ �■ 'I■ �■ �■ �■ 1 I■11�11■1_■ �I■1_�1_I■1_�1_Lmi �ri�■i�'JF-11�1rr Ti�uir- >•u� PROP BIKE RACK PROP OUTDOOR SEATING (TYP) PROP STAMPED CONCRETE (TYP.) 87.6' 4 d 10' ' BUILDING SETBACK L . 4 4 4 4 a 44 a 44 IM1 Im1 4 d d 4 • � • • e • 4• _ d • • -,'-•- a Q • d I 4 44 • a a 4 4 a 4 4 a d 4 4 4 4 • PROP RAISED LANDSCAPE PLANTER (TYP.) a r 25' PROP WAWA TYPE "B-1" CURB 1.0 0, 4 - PROP WAWA TYPE "B-1" CURB E -FREE (3+1+1 MPD) CROSS WALK 8' BUILDING SETBACK CC w w LL LL CO CO w LL z z 4- d PROP GAS PUMP AND CANOPY (2)22K & (1) 20K GALLON UST'S 7 4 d 4 d 26.7' 4 d 4 d 4 vd d CcINCRETE S/QEW9jK 4 6'x6' VENT STACK PAD 4 NEL PRICING SN PROP TYPE "F" CURB AND 7.5' CONC SAN a d PROP E -STOP W/2 BOLLARDS 5' WIDE ROCK BED A d 4 L5 a d 4 © 4 a 4 4 d 20' BUILDING SETBACK M a PROP WAWA TYPE "F-1" CURB (TYP) 10' LANDSCAPE BUFFER d 41 ASPHALT PAVEMENT 2.0' CONCRETE CURB (TYPICAL) 4 18' d CO PROP TYPE "F" CURB AND 5 CONC SIN W LLJ QC) V J V PROP TYPE "F" CURB AND 5' CONC S/W PROP FUEL PRICING SIGN 25' 4 - PROP STOP BAR AND "STOP" SIGN N 4 d a 38.8' 4 4 4 d 4 PROP TYPE "F" CURB AND 7' CONC S/W 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. STATE ROAD NO. 70 (A VARIABLE WIDTH PUBLIC RIGHT—OF—WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT—OF—WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) 1- ZONING: PUBLIC FACILITIES ELU: PUBLIC PARK FLU: PUBLIC FACILITIES d PROPERTY LINE TA IIS L E LINE V n BEARING L1 199.97' 7 142.50' S0°09'42"E L3 15.14' S0°09'42"E L4 142.50' S0°09'42"E L5 299.95' S89°51'01 "W L6 142.54' N0°09'43"W + 7.50' N0°09'43"W L8 7 N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W v D 7 o D • v D ✓ Dp D• v p pp v p p D pD v D p D p v V D p D v CV o • 7D p v D V D rz.V (.1 v D •• p• pL D • • D p D D D v v •• ••P. D Dp v V pD D VD p D pa e v 1 V p fY p V D D m O ID p v Dp p = p p 7 D ❑ V D D p CI p 7 p pDp V p G. p v Dp D O p ❑ p D D ❑ Dvpv v p V D vD p p D = ❑ D O Oe ]` D F Dp • D •D D p Dv p D .9T7.9T7v D Dp • • v Dp p D • ® v D p p D D D® D p p D p V D p D p D p • • D Dv pD v D pp• D v• p D 7 1D D p v n _ D D p .. v v p D D p 1 T v D n CROSS WALK 8' BUILDING SETBACK CC w w LL LL CO CO w LL z z 4- d PROP GAS PUMP AND CANOPY (2)22K & (1) 20K GALLON UST'S 7 4 d 4 d 26.7' 4 d 4 d 4 vd d CcINCRETE S/QEW9jK 4 6'x6' VENT STACK PAD 4 NEL PRICING SN PROP TYPE "F" CURB AND 7.5' CONC SAN a d PROP E -STOP W/2 BOLLARDS 5' WIDE ROCK BED A d 4 L5 a d 4 © 4 a 4 4 d 20' BUILDING SETBACK M a PROP WAWA TYPE "F-1" CURB (TYP) 10' LANDSCAPE BUFFER d 41 ASPHALT PAVEMENT 2.0' CONCRETE CURB (TYPICAL) 4 18' d CO PROP TYPE "F" CURB AND 5 CONC SIN W LLJ QC) V J V PROP TYPE "F" CURB AND 5' CONC S/W PROP FUEL PRICING SIGN 25' 4 - PROP STOP BAR AND "STOP" SIGN N 4 d a 38.8' 4 4 4 d 4 PROP TYPE "F" CURB AND 7' CONC S/W 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. STATE ROAD NO. 70 (A VARIABLE WIDTH PUBLIC RIGHT—OF—WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT—OF—WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) 1- ZONING: PUBLIC FACILITIES ELU: PUBLIC PARK FLU: PUBLIC FACILITIES d PROPERTY LINE TA IIS L E LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' S0°09'42"E L3 15.14' S0°09'42"E L4 142.50' S0°09'42"E L5 299.95' S89°51'01 "W L6 142.54' N0°09'43"W L7 7.50' N0°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W d COMMON/CA17ONS PULL BOX PROP TYPE "F" CURB AND 5' CONC S/W CROSS WALK EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES PROP HEAVY DUTY ASPHALT PAVEMENT PROP STANDARD CONCRETE PROP STANDARD DUTY CONCRETE PAVEMENT PROP HEAVY DUTY CONCRETE PAVEMENT PROP STAMPED CONCRETE PROP GRAVEL 5 EX. ON -STREET PARKING SPACES TO BE REMOVED 9 NEW SPACES ADDED 20 10 5 0 20 Lu ce LU 0 LU 17 N UJ LL SIT A. PROPERTY OWNER (S): SITE ADDRESS (S): PARCEL ID NO (S): ENGINEER: PROPOSED USE: NUMBER OF STRUCTURES: EXISTING ZONING: PROPOSED ZONING: EXISTING LAND USE: PROPOSED FUTURE LAND USE: FEMA FLOOD ZONE: PROPOSED F.A.R: MAXIMUM F.A.R.: BUILDING SETBACK: FRONT SIDE REAR SIDE STREET AREA CALCULATIONS: GROSS SITE AREA TOTAL IMPERVIOUS AREA BUILDING AREA GAS CANOPY AREA PAVEMENT / SIDEWALK (INCLUDES GAS CANOPY) PROPOSED OPEN SPACE TOTAL PERVIOUS AREA VEHICULAR USE AREA MAX BUILDING HEIGHT: MAXIMUM LOT COVERAGE BUILDINGS: IMPERVIOUS AREA: MINIMUM OPEN SPACE: LANDSCAPE BUFFER: FRONT SIDE REAR SIDE STREET PARKING REQUIREMENTS: CONVENIENCE STORE WITH GAS SALES: TOTAL REQUIRED: TOTAL PROVIDED PARKING SPACES: EXISTING ON -STREET PARKING SPACES: PROPOSED ON -STREET PARKING SPACES: JMASS MANAGEMENT, LLC 180 NW 3RD AVE, SUITE A OKEECHOBEE, FL 34972 DAVID R. WATFORD 200 NW PARK STREET OKEECHOBEE, FL 34972 205 N PARROT AVE HOLDINGS, LLC 850 NW FEDERAL HWY, SUITE 206 STUART, FL 34994 3-15-37-35-0010-01560-0070 3-15-37-35-0010-01560-0090 3-15-37-35-0010-01560-0110 3-15-37-35-0010-01560-0010 BOHLER ENGINEERING, FL LLC 2255 GLADES ROAD, SUITE 305E BOCA RATON, FL 33431 CONVENIENCE STORE W/ GAS PUMP SALES COMMERCIAL BUSINESS HEAVY COMMERCIAL COMMERCIAL COMMERCIAL ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 12093C0480C, OKEECHOBEE COUNTY, FLORIDA, EFFECTIVE DATE OF JULY 16, 2015, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE "X" (AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) 0.08 NOT SPECIFIED IN CODE REQUIRED 20' 8' 10' 8' 6,055 SF (0.14 AC) - 8.1% 22,305 SF (0.51 AC) - 29.7% 17,172 SF (0.39 AC) - 22.9% ALLOWABLE 85% 10' 2' 10' 10' 21 SPACES 47 SPACES (INC. 3 ADA SPACES) 30 SPACES 28 SPACES PROPOSED 140.5 19.1' 84.2' 87.6' PROPOSED 33' - 4" 6,119 S.F. 77.40% 83.80% 10' 2' 10' 10' pc1 !F) SITE CIVIL AND CONSULTING ENGINEERING 40 SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES 0 00 Lgti Lcgo REVISIONS REV DATE COMMENT BY 811 -Apr KNOW WHAT'S BELOW ALWAYS CALL 811 • BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: DJE CAR 08/29/2018 AS NOTED SPO FOR rTHE FERBER OMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOH LER) ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: SIT [1, LAYOU1 PLAN SHEET NUMBER: C 301 H: \ 2018 \ FLB180057 \ DRAWINGS \ PLAN SETS \ FLB180057SPO.DWG PRINTED BY: DELIAS 12.03.18 12:47 PM LAST SAVED BY: DELIAS 89°49'52'E 70.29' W en co cci 4 a 4 4 • 111 2.0' CON 'ETE CURB ( PICAL) 4 OH Of/ N89 50 24E 9.98' 4 4 4 d 4 4 d 4 ®A' ONE STORY COMMERCIAL 88/1DLNG FINISHED FLOOR EL. =29.58' ASPHALT DRIVE 4 a 4 d d Ott 2' LANDSCAPE BUFFER 10' BUILDING SETBACK 018 c ' LANDSCAPE BUFF PROP STOP BAR & R1-1 "STOP" SIGN NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT—OF—WAY) °L. 2' r— CO 4 a d 4 • • • d d a 4 a 4 4 10' BUILDING SETBACK 4 a ° 4 CONC, ETE"SIQEWALK ° 4 ‘4 r* 10' 4 4 d 0 a • a•4 • 8.1' Mr— mhemillikb... X111 i' • 10' LANDSCAPE BUFFER !: I I: 44 da d d 10' 4 PROP STOP BAR & R1-1 "STOP" SIGN PROP 15' OF 6" DOUBLE YELLOW CROSS WALK LANDSCAPE BUFFER 25' d 4 PROP 4" YELLOW (TYP.) • /11#1#I( Ala I■�1■:1■:1■ l ■ ir1 iirt i Wm 9 l iIlll ._ .ii .■r_■■ m..... .......ii....A P111_ is■_■._w•i_■mr■r_■r�.. _Ti.,,_�z.._. .A1iis 11'U1!r!1 l1!Ils.1.7■=.1=W'1M�1■■1■■ iG>■.1�I■.1 .1❑1_.1�_rTt ._■_J--1._i_an_ _s■[minim ima ❑7e ti 4 4 4 4 ° 44 4 4 a 4 10' LANDSCAPE BUFFER PROP 4" YELLOW (TYP.) 25' 0) 18' PROP LOADING ZONE PROP ADA STRIPING (SEE DETAILS) lamal. v B p D E F G H J K L D 36 12 .5 3.375 2.625 v 1.25 v p D + 2 54 ° 1 5.5 3.5 5 4 12.309 2.929 12.762 p v D v L11 142.55' N0°09'42"W D D ° • O °v p °v • • p 7 D 7p 2 •°°v p D D vp p 8 •• • v v 7 p P v ° 9. O 2 v • QD DO❑D 2 ° Dp De ° ° D • p • °O p�pD ° o v p D • • p O 8 7 p D v° DO 2 v 7 r• • D• pp v Dv ° > El ElD CI v ❑ D❑v 8 OD D pII °e p ° P 7 8 e p OvD O v p ° °° pe O D p v v 9 D v/7 p77 p p e v , 8 D D 8 e P. ,=,p D ° v °v v p o 9 " p D v 7 e 8 pv p° ° eD eO ] D pP D Dp • • 8 8 °ppp b 7 op D 7 D • • >7 r7 7 Dv ° • • 8 D G. 7D• p• p p ° O V • • ° D v v D v p 7OD"p • • v ,, v p •°• °p D p D p v 8 ° v ° D p ° v ° D p ° v° v 7p SFr 20' BUILDING SETBACK PROP DIRECTIONAL ARROW (TYP.) e 4 26.7'. 2 4 4 x a 4 4 "13 P 4 e 5 WIDE ROCK BED 4 ° 4 4 CONCRETE SIQEW.QLK 4 4 4 d a 1.54 a 4 ° d 10' LANDSCAPE BUFFER 4 4x 4 4 PB 4 4 FUEL PRICING SIGN ASPHALT PAVEMENT 20' CONCRETE CURB (TYPICAL) L 4 2 38.8', 44 8' BUILDING SETBACK L,. w 4 v 4 4 4 0 0 4 PROP FUEL PRICING SIGN PROP 15' OF 6" DOUBLE YELLOW 7 PROP STOP BAR & R1-1 "STOP" SIGN 25' 4 4 4 d a 4 A 4 4 COMMUNICATIONS PULL BOX CROSS WALK STATE ROAD NO. 70 (A VARIABLE WIDTH PUBLIC RIGHT—OF—WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT—OF—WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) 1 4 HGF.ND WHITE LETTERS EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX EASEMENT LINES PROP SIGN PROP SIGN ON BOLLARD RED BACKGROUND 36" X 36" TYPICAL STOP SIGN DETAIL (R1-1) NOT TO SCALE WHITE LETTERS ONLY RED BACKGROUND 24" X 30" TYPICAL STOP SIGN DETAIL (R1-1) WITH RIGHT TURN ONLY SIGN (R3 -5R) NOT TO SCALE i H � J K • 7 36" X 36" 1 , ONE WAY: 0 A R6 -1R ONE WAY • D A B C D E F G H J K L M 36 12 .5 3.375 2.625 3 1.25 9.125 2 9.625 9 2 54 18 1 5.5 3.5 5 4 12.309 2.929 12.762 13 4 N P Q R S T U V 4 D 1.5 11 9.125 2 9.625 1.25 3 5 D 1.875 17 12.309 2.929 12.762 4 5 *Series 2000 Standard Alphabets. **See page 6-2 for arrow design. ONE WAY SIGN (R6-1 R) NOT TO SCALE 20 i'I ►` ; OA al dii1 WO LP ‘161 10 5 0 20 12' MIN/ 1"=20' 24" WHITE THERMOPLASTIC STOP BAR STOP BAR DETAIL NOT TO SCALE NO PARKING LOADING ZONE f24"X30" TYPICAL NO PARKING LOADING ZONE SIGN DETAIL (R7-6) NOT TO SCALE PROPERTY LINE TA: LE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' S0°09'42"E L3 15.14' S0°09'42"E L4 142.50' S0°09'42"E L5 299.95' S89°51'01"W L6 142.54' N0°09'43"W L7 7.50' N0°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W W x C !F) SITE CIVIL AND CONSULTING ENGINEERING SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES • REVISIONS REV DATE COMMENT BY t J 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED PMO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE 1 .o OO H LER ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PAV 1-- M ENT MARKING AND SIGNAGE PLAN SHEET NUMBER: 0302 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057PMO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS NW 2nd STREET EIGHTH STREET PLAT) 70' WIDE P. ONE STORY COMMERCIAL RUROING FINISHED FL00R EL -2958" FIE STORY COMMERCIAL BU/LO/NG 17N/SHED FLOOR EL -2958' ONE STORY COMMERCI9L 55ILOINC FINI0550 FLOOR EL.=2958' STATE ROAD NO. 70 (A VARIABLE WIDTH PUBLIC RICHT-OF-WAY PER FLOR/D4 DEPARTMENT OF 1RANSPORTAR0N RIGHT-OF-WAY MAP, SECRON 91070-000, FINANCIAL PROJECT IDEN7717CARON NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) STATE ROAD NO. 70 (A VARIABLE W/DTN PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF 7RANSPORTA770N RIGHT-OF-WAY MAP, SEC770N 91070-000, f7NANCIAL PROJECT 7DEN77F7CATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) Tractor Width Trailer Width Tractor Track Trailer Track Lock to Lock Time Steering Angle Articulating Angle Width Track Lock to Lock Time Steering Angle 1- F r:4 W x 0 z SITE CIVIL AND CONSULTING ENGINEERING LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES t EVIS]IONS REV DATE COMMENT BY J 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com J NOT APPROVED FOR CONSTRUCTION J tPROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: `CAD I.D.: FLB180057 DJ E CAR 08/29/2018 AS NOTED VMO LITHE FERBER =COMPANY, INC. I_,OCATON OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOOHENGIINELE 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: V 1E HIICCULA MOV PLAN 1 1\ SHEET NUMBER: C-303 H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057VMO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:47 PM LAST SAVED BY: DELIAS NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) NW 2nd STREET EIGHTH STREET (PLAT) (70' RIGHT-OF-WAY) ONE STORY COMMERCIAL BUILD/NC FINISHED FLOOR =2958' BU/LDl/✓_' FINISHED FLS" El. =29. ,: ONE STORY COMMERCIAL BUILD/NG FINISHED FLOOR EL. -2958' ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL. -2958' STATE ROAD NO. 70 (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FZOR/D4 DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENT'7CA770N NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) STATE ROAD NO. 70 (A VAR/ABLE WIDTH PUBLIC RICHT-OF-SAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, f7NANC34L PROJECT /DEN77F7C4770N NUMBER 425845-1) (SEE NOTE /14 ON SHEET 1) Tractor Width Trailer Width Tractor Track Trailer Track Lock to Lock Time Steering Angle Articulating Angle Width Track Lock to Lock Time Steering Angle W x C SITE CIVIL AND CONSULTING ENGINEERING SUSTAINABLE DESIGN ITTING SERVICES E-4 T[2ANSPORTATION SERVICES !Fpi REVISIONS REV DATE COMMENT • BY / 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED VMO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE .o OO H LER) ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: V EHICCULAR MOV EM ENT PLAN 2 SHEET NUMBER: C-304 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057VMO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS 20 10 5 0 20 1"= 20' PROPERTY LINE TAItLE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' S0°09'42"E L3 15.14' S0°09'42"E L4 142.50' S0°09'42"E L5 299.95' S89°51'01"W L6 142.54' N0°09'43"W L7 7.50' N0°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W CURB INLET GRATE ,4T PAVEMENT=27.07' INV. EL=23.80 (21 ';' 15'RCP) h `l1. 11• 9h RIM EL. =27.44' (UNABLE TO OPEN DUE TO TRAFFIC) 11 I I I I INV. EL=23.75 (12'RCP) 11 I I I I 11 I I I 0 0 + 1). N89'494521- ho 70.29' OH 0H a1 + tis y90b ya90 + + 110\ + `1aa RIM EL. =28.26' NORTH INV. EL=22.96' (8 UNKNOWN) S. INV. EL=22.81(8"VCC) E. INV. EL=22.75 (8"VCC) 0H 0H 111 •'0 rya 1' 0. 0. f ti ya y9 0. ah til M.E. 9A \ h9.4 ) d ° yah° ��� d ° a1�a y�9a5024 998' e°°°o: I r _ ti. tie 1 0.%< °-J A 4 4 �1 A d d e ° d ° 9\ e0 v 9 .h 4 CURB INLET GRATE ,4T PAVEMENT=27.45' INV. EL=24. 09 (12 'RCP) FIBER PULL BOX ° d ° d ph d tie. a Aa k9 + tie 9• ka,0. k1 tighy`I ti9y\ tig- tig STRUCTURE #5 PROP CURB INLET WITH 4' MH BOTTOM GRATE EL. = 28.00 INV. EL. (E) = 24.50 (15") INV. EL. (S) = 25.70 (10") rya Of/ OH L9 +tie+�aa� +0' d CO #7 INV. = 26.10 - I 7-1 1 EMU a6 NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) ak +ya 1M.E. 27.70 25LRAMP e42/0 MAX-SLO 28.65 k1 + tis 128.10 ka +rya 1M 28.901 MEM MON NMI PROP 39 LF - 10" PVC E. 27.80 hk + tis M.E.I oa ry0 ,yg. 9k ry1 1..r_i_4114e 'o` ° _ 28.00 +ry PROP 31 LF - 12" HDPE FIBER PULL BOX \ 4 29.20 NNE IMMIN MINN fns - 29.101 29.451 PROP 145 LF - 15" HDPE 28.70 MEM IMMO I♦ 28.30 r128.801 3 d 4 °d as k'( + ye +rya +tis CURB INLET - GRATE AT PAVEMENT=27 1 7' INV EL=23 76(21 ”x15”RCP) T tk y1• 28.50 28.50 CO #20 INV.=26.70 PROP 70 LF - 6" 28.65 4 tie 0 l ti°p0 .+ ,yg. L 28.90 by O 44 d 4 d is 4 ° i r■ a■i r:■ mL1 i 4 4 ° d ° 4 1\ d A Ona. d d ° V o ' 29.80 ° ° d ° 29.85 d d 9 4 ® d4 * ` ° .30.00 o d n i�'11 A +°v ° 4 d ° ° • d ° 4 d CO #2 INV. = 27.05 4 ® d l� s d° A ° d ° ° d ° e \ X129.601 41,7' j . °®d+ 11). -CO #1 INV. = 27.15 tis r■'�h ryao0,t6*heti d tie 0 O. ° Ramf)d 28.00 27.00 26.00 rye a PROP 18" NYLOPLAST YARD DRAIN GRATE EL. = 26.00 INV. EL. (SW) = 24.00 (12") NIL 29.701 CO #5 INV. = 26.45 PROP 95 LF - 10" PVC CO #3 CO #4 INV. = 26.85 INV. = 26.75 CO #8 INV. = 27.00 ° 4 ° CO #10 INV. = 26.50 A® F85 FTB (6,119 F PROP 61 LF - 10" PVC. 4 2 d A 4 a d gk 4 ° e 29.90 4 e 44 4 CO #13 INV. = 26.60 PROP 117 LF - 12" PVC. CO #11 INV. = 26.40 liej1 ELL- I "trhig.Mica■u �L■. - f .i1 UL .I 1 1 ■■I�.luu�r I�Inm■cru■Iati1i71 };I i1-Ii_�NVrl�•'�■�I�Illn mull _ ° \ • 1 CO #15 INV. = 27.00 CO #14 INV. = 26.80 CO #12 INV. = 26.40 mmlig CO #16° INV. = 26.80 4 il iP In m 1 \...._dm lin ii. o ° 4 4 4 4 I= ■ 29.90 4 4 29.78 29.58 ° 4 d ° h\ d ° 4 CO #9 127.80 INV. = 26.50 d ° 28.90 4 d d 4 4 d e A d d �0 ° +la. 4 d dd e ° d ° ° o d 11 11 11 11 11 11 11 11 11 11 11 11 11 .11 4 4 4 29.18 Ad s. STRUCTURE #4 PROP. INLET WITH 4' MH BOTTOM GRATE EL. = 27.90 INV. EL. (S) = 24.25 (18") INV. EL. (NE) = 24.25 (12") INV. EL. (W) = 24.25 (15") 128.35♦\ 128.25 128.40/ 28.67 28.65 sal 28 50 PROP 30 LF -6" PVC PROP 30 LF - 6" PVC CO #21 INV. EL.=26.25 1 '11/M + 1 CO #19 INV.=27.00 9 CO #22 rn 9 PROP 1301F - 07 ov V 12117 o v 0 0 A C.i#2.040 7 ,".I . 7 t. 7 7 > 7 TiEll TRITON S29 CHAMBERS 1 (0.08 AC.FT. OF STORAGE) /‘ A ,, ri,L4000,:-.41/1 STORAGE VAULT CHAMBER INVERT EL=23.00 Ine II • a ._,. ,, ,. 4,, 7 111 Lv.1 1 CO #23 INV.=25.80 28.651 7 DUE TO TRAFFIC) M.E. PROP 6" MITERED END INV. EL. = 26.00 PROP 6" MITERED END -CURB INLET All INV. EL. = 25.90 CRATE AT WI/ENT-26. TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) '117 Ammar 28.70 ttn 28.00 QL STRUCTURE #3 PROP 4' MANHOLE RIM EL. = 29.10 INV. EL. (W) = 25.00 (12") M.E. 27.581 0. it 28.551 28 50 (01,‘, NCI 26.00 26.00 27 00 PROP54 LF 12" HDPE PROP 12" MITERED END INV. EL. = 25.80 L5 28.00 0. 4 PROP. 24" NYLOPLAST MANHOLE RIM EL. = 28.00 INV. EL. (E,W) = 23.00 (18") INV. EL. (N) = 24.50 (12") STATE ROAD NO. 70 (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) PROP 34 LF - 18" HDPE. PROP 11 LF - 0. CURB INLET 0. PROP 115 LF - 15"x21" ELLIPTICAL HDPE STRUCTURE #8 PROP FODT TYPE "C" DITCH BOTTOM INLET GRATE EL. = 25.00 INV. EL. (N) = 22.50 (15"x21") INV. EL. (W) = 22.50 (18") INV. EL (S) = 22.50 (18") PROP 16 LF - 18" HDPE. STRUCTURE #1 PROP MOD. FDOT TYPE "E" DITCH BOTTOM INLET CONTROL STRUCTURE GRATE EL. = 29.00 WEIR @ EL. = 27.85 0.5' INVERTED TRI. BLEEDER @ EL. = 22.50 INV. EL. (S) = 22.50 (12") INV. EL. (N) = 22.50 (15") CORE DRILL EX. STRUCTURE INV. EL. = 22.53 AND TIE PROPOSED 12" OUTFALL PIPE TO EX. FDOT STRUCTURE TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) 0 10 ret 1.1 955 OOF DRAIN SCI- EDUT, PIPE No. SIZE (IN) TYPE LENGTH (FT) SLOPE (%) RL -2 12" PVC PIPE 61 1.0 RL -3 10" PVC PIPE 95 1.0 RL -4 12" PVC PIPE 39 1.0 DATUM NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 201 1 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. FEMA MAP INFORMATION: 1. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 12093C0480C, OKEECHOBEE COUNTY, FLORIDA, EFFECTIVE DATE OF JULY 16, 2015, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE "X" (AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). 25 Y GRAD 4 KG END N-17 501 EX PROPERTY BOUNDARY LINES PROP PROPERTY BOUNDARY LINES EX STORM SEWER EX SPOT GRADE PROP SPOT GRADE PROP HEAVY DUTY ASPHALT PAVEMENT PROP STANDARD CONCRETE PROP STANDARD DUTY CONCRETE PAVEMEN1 PROP HEAVY DUTY CONCRETE PAVEMENT PROP PERVIOUS PAVEMENT AREA PROP STAMPED CONCRETE PROP GRAVEL PROP DRAINAGE ARROW PROP RIDGE LINE PROP DRAINAGE PIPE PROP EXFILTRATION TRENCH PROP STORM STRUCTURE PAVING AND GRADING NOTES: 1. GENERAL: A. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. B. ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "BC" = BOTTOM OF CURB ELEVATION (EDGE OF PAVEMENT); "MATCH" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. C. THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. D. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. E. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. F. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. G. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. H. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. I. AS PER SECTION 816.10.1.2.1 OF CITY'S LAND DEVELOPMENT CODE, NEW NON-RESIDENTIAL BUILDINGS SHALL HAVE THE LOWEST FLOOR ELEVATED TO OR ABOVE THE ELEVATION REQUIRED IN THE FLORIDA BUILDING CODE, THE BASE FLOOD ELEVATION PLUS 1 FOOT, OR 6 INCHES ABOVE THE HIGHEST ROAD CROWN ELEVATION OF THE CENTERLINE OF THE ADJACENT STREET, WHICHEVER IS HIGHEST. 2. MATERIALS: A. BASE COURSE SHALL BE ABC -3 PER F.D.O.T. SPECIFICATIONS. OR EQUALIVENT LIMEROCK THICKNESS W/ MIN. LBR-100. (MAX. 6" LIFTS) B. ASPHALT SURFACES SHALL BE TYPE S -III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL BE A MINIMUM OF 1-1/2" THICK, AND CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. C. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. 3. INSTALLATION: A. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), TO A MIN. 12" AND SHALL HAVE A MINIMUM LBR 40. B. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-1 00). C. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. D. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S -III ASPHALTIC CONCRETE OR THE LATEST REVISION. 4. TESTING A. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. B. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. C. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. D. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. E. DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. STO M DRAINAGE NOTES: 1. GENERAL: A. DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2. MATERIALS: A. REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. B. ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON -PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH -ON RUBBER GASKET JOINTS. C. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON -PERFORATED TUBING. D. PROPOSED "GRATE INLETS" SHALL BE STANDARD FDOT TYPE 'C' DITCH BOTTOM INLETS, PER FDOT INDEX #232. 3. INSTALLATION: A. PIPE SHALL BE PLACED ON A MINIMUM OF 8 INCHES STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. B. BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. C. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. D. ENGINEER OF RECORD SHALL PERFORM FULL TIME INSPECTION REPORTS AND CERTIFICATION OF PROPER INSTALLATION TO CITY FOR HDPE DRAINAGE PIPES. 1. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3. COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 5. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY AND ON-SITE WILL NEED TO BE SODDED. 6. ANY SIDEWALK THAT IS DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. 0_4 pc) SITE CIVIL AND CONSULTING ENGINEERING 44 SUSTAINABLE DESIGN ITTING SERVICES TRANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB1 80057 DJE CAR 08/29/2018 AS NOTED GPO FOR rTHE FERBER OMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE 0 TB3OHLER 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PAVING, DRAINAG PLAN SHEET NUMBER: C-401 \ 2018 \ FLB180057 \ DRAWINGS \ PLAN SETS \FLB180057GPO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS N89°49'52'E 70.29' OH 6. OH PROP LINE STOP, RESTRAIN EX. 8" CAST IRON 100' WEST @ ALL FITTINGS CONTRACTOR TO VERIFY EAST INLINE VALVE WORKS TO ALLOW FOR ONLY ONE LINE STOP TO BE USED T 15 SHARED UTILITY EASEMENT 6' / -0--0H RIM EL. =28.26' NORTH INV. EL=22.96' (8 UNKNOWN) INV. EL=22.81(8VCC) INV. EL=22.75 (8'17CC) W T INV EL=23.75 (12 "RCP) PC 11 11 11 11 11 11 11 11 11 11 11 11 11 /C F05ty24'E 0.98' CURB INLET - GRATE ,4T PAVEMENT=27.45' INV. EL=24.09 (12'RCP) PROP SEWER MH INV. = 22.53 DOGHOUSE OVER EXISTING 8" GRAVITY MAIN CONTRACTOR TO COORDINATE WITH COMCAST ON EXISTING OH AND UNDERGROUND TELECOM & CABLE/FIBER ON RELOCATION TO UNDERGROUND WITH HANDHOLES AND SERVICE TO SITE (DESIGN BY OTHERS) FO FO FO CONTRACTOR TO COORDINATE WITH FPL-\ ON UNDERGROUND POWER RELOCATION AND SERVICE TO PROP TRANSFORMER (DESIGN BY OTHERS) PROP 230 LF TELECOM WAWA SERVICE CONDUITS PROP. 212 LF ELECTRICAL WAWA SERVICE CONDUITS FO PROP. 5' FPU GAS EASEMENT MED -to PROP 64LF6" NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) PROP. 409' GAS LINE RELOCATION BY OTHERS (CONTRACTOR TO COORDINATE WITH FPU) FO G FO FO FO G G FO FO FO FD FIBER PULL BOX FO 1v1 V G G e Si G SEWER LATERAL @ 1% MIN SLOPE Inn PROP 30 LF 6" SEWER LATERAL @ 1% MIN SLOPE z 1- 1 - • 0 Aire EXISTING GRAVITY SEWER 102 LF @ 0.22% TO REMAIN CURB INLET GRATE ,4T PAVEMENT -27.17' INV. EL=23.76121 x15 RCP) T -FO T FO 1 1 PROP 8" x 2" SADDLE AND CORP STOP 1.5" METER, 1.5" 90° BEND, & 1.5" BACKFLOW PREVENTER FOR 2" PE POTABLE WATER SERVICE 1 O. iI� ' "ill �' 1 � 13' Lu W MIN NMI PROP 102 LF 4" PVC POTABLE WATER SERVICE TO TRASH ENCLOSURE W W PROP 36 LF 6" SEWER LATERAL @ 1% MIN SLOPE w CO -4 1,250 GAL OIL/ GREASE - INTERCEPTOR SL7 SL SL CO-6� PROP 30LF6" SEWER LATERAL @ 1% MIN SLOPE PROPOSED 130 LF 1.5" PE POTABLE WATER SERVICE FI!!!IB (6,1�19SF) 61,114 CONTRACTOR TO COORDINATE WITH FPL ON UNDERGROUND POWER RELOCATION, 2 LARGE PULL BOXES ARE REQUIRED CONTRACTOR TO COORDINATE WITH COMCAST ON 2 SMALL HAND HOLES FOR RELOCATION OF TELECOM AND TWO LARGE HAND HOLES FOR FIBER -CABLE & TELECOM RIM EL. =27.37' (UNABLE TO OPEN DUE TO TRAFFIC) DATUM NOTES: T FO T c) in ai • PROP 45 LF 8" C-900 WATER MAIN LJ .® • • . • • PROP GRAVITY SEWER 54 LF 12" @ 0.21% PROP 4' SEWER INV.=22.42 00 ICH CO -7 4 4 • w PROP 40 LF 6" SEWER LATERAL @ 1% MIN SLOPE T E (4 � T E \\ CO -1 • • • • • • PROPOSED GRAVITY SEWER 104 LF 12" @ 0.21% MH WATER/SEWER EASEMENT E W C PROP 8" C-900 45° BEND • • • • -Et F0 I� FO .® • • • • POS SL 0 a a • PROPOSED GRAVITY SEWER 67LF12"@0.21% PROP 4' SEWER MH INV.=22.20 CO -11 PROP 18 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 53 LF 6" SEWER LATERAL @ 1% MIN SLOPE PROP 55 LF 6" SEWER LATERAL @ 1% MIN SLOPE CONNECT 6" SERVICE LATERAL @ INV.=22.07 WITH 6"x12" WYE A ti ti ti CONTRACTOR TO COORDINATE WITH FPU ON GAS TIE IN AND JACK AND BORE, REMAINING EX. GAS TO SOUTH AND UNDER THE ROAD TO BE ABONDONED IN PLACE AFTER CONNECTION THAT SERVES RESTAURANT TO THE NORTH FO FO -FO G G 1 z z COMMUNICATIONS PULL BOX PROP SEWER MH INV.=22.06 DOGHOUSE OVER EXISTING 8" GRAVITY MAIN 18' .4 0 OO- Il vJ ul• �1I ( moi" s 11 ` P! 1 i1 �1 � -- 1 1 Ii.o I I ~ 1 G W E E C 'PROPOSED 116 LF 8" 10' FPL EASEMENT C-900 WATER MAIN LI .® PROP 8" C-900 22.50° BEND, 8 LF 8" C-900 WATER MAIN, & 8" C-900 11.25° BEND FOT FO T • L5 FO FO " FO 11 I I I I I I I I TO MANHOLE /N EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) CURB INLET GRATE AT PAVEMENT=26.98' INV EL=23.78 (12 "RCP) FO STATE ROAD NO. 70 (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT -0F -WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE 114 ON SHEET 1) CURB INLET GRATE AT PAVEMENT=27.26' INV. EL=2253118 RCP) TIE INTO EXISTING WATER MAIN WITH PROP 8" C-900 45° BEND $ $ W W Ow EXISTING GRAVITY SEWER 144 LF @ 0.22% TO REMAIN s 0 .1 co s -s N W 18' X 23' SHARED UTILITY EASEMENT PROP 8 LF 8" C-900 WATER MAIN WITH 8" G.V. PROP 8" C-900 11.25° BEND PROP 8" X 6" TEE, 6" 45° BEND, 6" G.V., 14 LF 6" C-900, & F.H. ASSEMBLY PROPOSED 68 LF 8" C900 WATER MAIN T T. TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) T T CONTRACTOR TO VERIFY THIS IS AN INLINE VALVE, THAT IT IS WORKING PROPERLY, AND COORDINATE WITH UTILITY AUTHORITY s s s $ s s n 1. WEST INV. EL=21.74 (8"VCC) SOUTHEAST INV. EL=21.74 (12'PVC) 30 15 7.5 0 30 1"= 30' LEGEND • WASTE SL SL F F W W WL WL E E T T 11) T I\iilm,s•l IL®JI DIST 11 1 11) EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES EX STORM WATER LINE EX OVERHEAD LINE EX SANITARY LINE EX WATER LINE EX FIRE HYDRANT PROP SANITARY LINE PROP SANITARY LATERAL PROP FIRE LINE PROP WATER LINE PROP WATER SERVICE PROP ELECTRIC LINE PROP TELEPHONE LINE PROP TRANSFORMER PAD AND CT CABINET PROP STORM SEWER PROP EXFILTRATION TRENCH EX STORM STRUCTURES PROP STORM STRUCTURES UTION NOTES: 1. 2. CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON -PERFORATED TUBING. SANITARY SEWER NOTES GENERAL: A. DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. B. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. 2. MATERIALS: A. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. B. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. C. ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H2O LOADING. 3. INSTALLATION: A. PIPE AND FITTINGS: 1) SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI -BELL PLASTICS PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE". 2) BEDDING AND INITIAL BACKFILL (12 INCHES) OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4" WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. B. CLEANOUTS: 1) CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. 2) ALL OPENINGS AND JOINTS SHALL BE SEALED WATER -TIGHT. C. SERVICE: 1) MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. 2) EACH SERVICE CONNECTION SHALL BE PLUGGED WATER -TIGHT WITH AN APPROVED PLUG. 3) CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. 4. TESTING: A. AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. B. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. C. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. D. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. E. GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 100% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TESTS SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. F. GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR ASOBUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATION IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS -BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. G. ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. UTILITY C OSSING SCHEDULE: CROSSING 1 TOP UTILITY: 8" DIP WATER BOT EL. = 25.50 BOTTOM UTILITY: 15X21" ELLIPTICAL HDPE STORM TOP EL. = 24.97 CROSSING 3 TOP UTILITY: 18" HDPE STORM BOT EL. = 23.97 BOTTOM UTILITY: 6" PVC SAN SEWER LAT.= 22.98 CROSSING 5 TOP UTILITY: 10" PVC STORM BOT EL.= 26.61 BOTTOM UTILITY: 6"PVC SAN TOP EL.= 25.94 CROSSING X x MAINTAIN MIN. 12" SEPARATION( PROPERTY ]LINE TA It LE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' S0°09'42"E L3 15.14' SO°09'42"E L4 142.50' SO°09'42"E L5 299.95' S89°51'01"W L6 142.54' N0°09'43"W L7 7.50' N0°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W CROSSING 2 TOP UTILITY: 15X21" ELLIPTICAL HDPE STORM BOT EL. = 23.80 BOTTOM UTILITY: 12" PVC SAN TOP EL. = 23.17 CROSSING 4 TOP UTILITY: 10" PVC STORM BOT EL.= 26.80 BOTTOM UTILITY: 6" PVC SAN TOP EL.= 25.94 CROSSING 6 TOP UTILITY: 10" PVC STORM BOT EL.= 26.46 BOTTOM UTILITY: 6" PVC SAN TOP EL.= 25.94 SANITA II\ Y CLEANOU T SCHEDULE C.O. No. RIM ELEV. INVERT ELEV. 1 AT GRADE 25.50 2 AT GRADE 25.50 3 AT GRADE 25.50 4 AT GRADE 25.15 5 AT GRADE 24.40 6 AT GRADE 25.00 7 AT GRADE 24.75 8 AT GRADE 24.50 9 AT GRADE 23.80 10 AT GRADE 23.40 11 AT GRADE 22.62 W x C z !F) SITE CIVIL AND CONSULTING ENGINEERING C7 pc1G4 SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES 4' REVISIONS REV DATE COMMENT BY 1 811 1 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED U PO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE .o OO H L E ' ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-501 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057UP0.DWG PRINTED BY: DELIAS 12.03.18 @ 4:03 PM LAST SAVED BY: CROGERS N89°49'521- 70.29' //1 7/SC 70N) :55' .70' .30' 2.0' CONCRETE CURB (TYPICAL) G 0/1 o °_ TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) O la L4 4 a 4 4 4 NW 2nd STREE £Ivn/n 3IITCEI (rL/1I,/ (iv WIDE PUBIC RIGHT-OF-WAY) 24 9..98' 4 CURB INLET - GRATE ,4T PAVEMENT -2745' INV. EL=24.09 (12 'RCP) ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL.=29.58' FIBER PULL BOX .:. a 4 a a 1. =28.26' EL=22.96' UNKNOWN) 5'1(8'VCC) 75 (8 "VCC) \ ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL.=29.58' 011 4 ASPHALT DRIVE J _la Li 4 4 4 4 FIBER PULL BOX PROP. CONSTRUCTION FENCE (TYP) A CONCIEETE°SIQEWALK 4 4 4 A ° 4 PROP. SILT 1 FENCE (TYP) OWER° 205 PARROTA VE HOLDINGS LLC (10651 ACRES) o FO?1` ': fie \ \ a w 1 � ; i TWO STORY COMMERCIAL BUILDING (TBR) FINISHED FLOOR a=29.16' 1,855 SQUARE FEET (BOTTOM FLOOR) TWO STORY COMMERCIAL/I BUILDING (TBR) FINISHED FLOOR EL. =29.16' 1,853 SQUARE FEET /L (BOTTOM FLOOR) OTS CURB INLET GRATE AT PAVEMENT=27.17' INV F1=2176121 x15'RCP) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) CROSS WALK RIM EL. =27.37' (UNAB/E TO OPEN DUE TO TRAFFIC) REMOVE AND DISPOSE EX CATCH BASIN GRATE EL=27.78' BOTTOM EL. =23.73' I I I 1 J 1 L 1 1 I I 1 1 1 --1- I I 1 I I 1 X 1 L ___ _I a / / / / , , //////// / / / / / / / / / / / / / / / / / / / Z 11 -1 ____Z �-_/ 1 _1 __f =_=f ___i ==-T----f____fT---==lT---=__%---c�i/, S S 5 5 S S S S rl A I, ISF SFS SFS SFS SFS S� " I 4 C64VCRETE SIQEW,VK IA .0 a A O A E A C 7 / -OH----OH----OH----OH----OH----OH----OH--SOH- ---j = �T----T----T-T -?=L= =�= L==T j -- T -T--- T--(- /.I I S\ S S S S S S s `I W----W----W----W "--W _-70-W----W \ W----W----W----W----W----W---W----W- j_ r _ _ T EQtr FO - --Fd---TFO= 4 FO ; '�� FO FO FO FO F0- FO FO -FII 24 PROP. SILT - FENCE (TYP) tts X I X I X I r TEMPORARY EROSION CONTROL SOIL T 1 ING PREVENTION MAT (SEE DETAIL) '7 /74 jSF SF -ASF- - SF -0- F- - ELI-S� aSF O a L5 CURB INLET CRATE AT PAVEMENT -26.98' 'N /7-2.378717RCPT TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) PROP. CONSTRUCTION FENCE (TYP) ASPHALT PAVLMENI 4 A ON A O (1) (1) ,ex-etteti'el 4-14'1 •ice tI =!t t! !tISett !At ONE STORY COMMERCIAL BUILDING (TBR) FINISHED FLOOR EL. =28.45' 1,261 SQUARE FEET / 2.3' 0 TEMPORARY EROSION CONTROL INLET PROTECTION (TYP)_I- (SEE DETAIL THIS SHEET) SFS SF T 1 4 4 2.0' CONCRETE --1 A SF S .41 1 NI NI --1 �ll z //VIIVICC JIIYCCI BENCHMARK /2MAG NA. (NO IDENTIFICATION) NORTHING: 1, 057, 995.3 EASTING: 711,031.39' ELEVATION: 28.15' 6 PROP CONSTRUCTION ENTRANCE / WITH TWO (2)10' SWING GATES (GATE SHALL HAVE CONSTRUCTION DETOUR SIGNS AND OPEN ONTO -SITE, NOT INTO RIGHT OF WAY) ° _b J CROSS WALK STATE ROAD NO. 70 (h ,RIABLL PL. RIGh, ,VAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) CURB INLET GRATE AT PAVEMENT=27.26' INV. EL =22.53'(18'RCP) TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) LEGEND: SF SF EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES PROP INLET PROTECTION PROP SOIL TRACKING PREVENTION MAT PROP STORM PIPE PROP SILT FENCE PROP CONSTRUCTION FENCE MAIN I ENANCE NO 1 ES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2. CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 4. SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE -BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 6. REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE 7. THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. DATUM NOTES: 20 10 5 0 20 1"= 20' POLLUTION P EVEN ION NO I ES: 1. EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2. OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3. THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4. FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5. IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CONTACTED. 6. PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A. NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D. THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E. A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8. THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. POST OPTIONS : 6' MAX. WOOD 2 1/2" MIN. 0 WOOD 2" x 4" OAK 1 1/2" x 1 STEEL 1.33 LBS/FT. MIN. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) Lu 0 0 00 N itlystat�4#44404*,OI *,`'OI��OI��.#4.4.4141.444$4.4.4;$1,4111 .4I44OI ��++:: �Iei�! `��.����.4.4.4 3.4.03#.4.4A443����$•444.4*'4.4*�������������������������� OI OI OI OI OI OI•OI OI OI OI OI OI OI OI OI Oi PROPERTY LINE TAItLE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' S0°09'42"E L3 15.14' SO°09'42"E L4 142.50' S0°09'42"E L5 299.95' S89°51'01"W L6 142.54' N0°09'43"W L7 7.50' N0°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) _4 ' - ; • 4 n - n. i - 1 'k') SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING CURB INLET PROTECTION DETAIL NOT TO SCALE CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE e /\// 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BYASOILS ENGINEER SECTION VIEW 1- W x Pc) 0 z W W z 1-1 z W SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING z W Q LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA REVISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED OAO E0)R THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE .o OO H LER IE1YGIINIEIERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PI- AS E I SOIL EROSION CONTROL PLAN SHEET NUMBER: 0601 C H:\2018\FLB180057\DRAWINGS\PLAN SETS \FLB1800570A0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:48 PM LAST SAVED BY: DELIAS z z 70.29' N � W ill -0H 1111 11 1 INV. EL=23.75 (12 "RCP) 11 11 TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) p d a d 4 d 4 d 9198' G p d d d p d NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) 4L1' PROP. CONSTRUCTION FENCE (TYP) 4 FIBER PULL BOX d SF 4 d CURB INLET - GRATE AT PAVEMENT=27.45' INV. EL=24. 09 (12'RCP) OH FIBER PULL BOX - PROP. SILT FENCE (TYP) t rn INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) OH 0 O Of/ Of/ L9 CURB INLET E AT PAVEMENT=27. 1 7' EL=23.76 (21 x15 RCP) RIM EL. =27.37' (UNABLE TO OPEN DUE TO TRAFFIC) .® TEMPORARY EROSION CONTROL SOIL TRACKING PREVENTION MAT (SEE DETAIL) rn TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) SF TEMPORARY EROSION CONTROL 0 NLET PROTECTION (TYP) ... SEE DETAIL THIS SHEET) PROP. SILT FENCE (TYP) SF SF SF SF SF TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) F SF CURB INLET GRATE ,4T PAVEMENT=26.98' INV. EL=23.78 (12 "RCP) TEMPORARY EROSION CONTROL INLET PROTECTION (TYP) (SEE DETAIL THIS SHEET) TO MANHOLE Ir EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) 4 A 4 d d 4 p 4 4 d 4 4 d d 5 d p d PROP. CONSTRUCTION FENCE (TYP) STATE ROAD NO. 70 (A VARIABLL W/DIH PUBLIC R/G'H/-01--WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) CURB INLET-/ GRATE AT PAVEMENT=27.26" INV. EL=22.53 (18'RCP) d NW 2nd AVENUE PROP CONSTRUCTION ENTRANCE WITH TWO (2)10' SWING GATES (GATE SHALL HAVE CONSTRUCTION DETOUR SIGNS AND OPEN ONTO SITE, NOT INTO RIGHT OF WAY) TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN DUE TO TRAFFIC) EG END SF SF MA INTENANCCE NO I ES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2. CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT. 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 4. SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE -BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 6. REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE 7. THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. w O 2 O DATUM NOTES: EX PROPERTY BOUNDARY LINES EX ADJACENT BOUNDARY LINES PROP INLET PROTECTION PROP SOIL TRACKING PREVENTION MAT PROP STORM PIPE PROP SILT FENCE PROP CONSTRUCTION FENCE 20 10 5 0 20 1"= 20' POL ,U ION PREVENTION NO I ES: 1. EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2. OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3. THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4. FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5. IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CONTACTED. 6. PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A. NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D. THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E. A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8. THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. POST OPTIONS : WOOD 2 1/2" MIN. 0 WOOD 2" x 4" OAK 1 1/2" x 1 1/2" STEEL 1.33 LBS/FT. MIN. 0) G N GD 6' MAX. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPEC.) PROPERTY LINE TA:LE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' SO°09'42"E L3 15.14' SO°09'42"E L4 142.50' SO°09'42"E L5 299.95' S89°51'01"W L6 142.54' NO°09'43"W L7 7.50' NO°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' NO°09'42"W L11 142.55' NO°09'42"W SILT FENCE DETAIL NOT TO SCALE (PER FDOT INDEX #102) n r�i r•\ SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING CURB INLET PROTECTION DETAIL NOT TO SCALE CRUSHED AGGREGATE GREATER THAN INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE /\/ 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BYASOILS ENGINEER SECTION VIEW 2 W x 0 z z ISI Pc) z SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING z W Q LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA REVISIONS REV DATE COMMENT BY •/ 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com / NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED OBO I OR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE TB3OHLER IENGIINEIER.IIIYG 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 N. LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PIIAS E II SOIL EROSION CONTROL PLAN SHEET NUMBER: C6O2 C H:\2018\FLB180057\DRAWINGS\PLAN SETS \FLB1800570B0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:49 PM LAST SAVED BY: DELIAS w P_ co W Z < t.o t.o t.o t.o Nivv d tot.0 1.0 t.0 46.1 t.1 t.1 t.1 T R � T • 1 '0.1 �.1 �.1 t.0 t.0 t.1 t.2 t.2 t.2 t.2 t.2 t.2 ''00.2 '0.1 t.1 t.1 t.0 r� 4to ILA .8 6.6 6.6 .5 1.,. � . 4141k 46.1 t0 g,1 161 161 0.o to 0 t.1 t.0 1t 1 t.2 t.2 t.2 t. t.4 t 2.1 3.5 4.4 3.6 4.0 3.6 3.1 1.9 3.5 3.6 2.8 2.8 3.9 3.) 4.0 4.o 4.0 its to 6 1.1 048 044 46 0D1 001 010 0 53 0 D1 50 41 D1 o o 42 0 40 0 0 0 D.0 6.1 6.2 1.4 1.4 •D.0 •D.1 •D.2 •D.5 •l.7 •2.7 •D.0 •D.1 •D.2 •D.5 •l.6 •3.2 • •D.0 •D.1 •U.2 •D.5 •l.4 •2.8 •2 D.0 D.1 D.2 D.5 l.1 l.7 l _ D.0 D.1 D.2 U.4 D.7 't**j��l l.3 D.0 D.1 D.2 D.3 ri 6 D.8 • • • • • • - D.0 D.1 D.1 D.2 11A D.3 1 D 1 72 71 S1 S1 D.0 6.1 6.1 6.1 to 46.1 46.1 to 46.1 15 ■19 23 *23 *2] *2] *28 *28 *28 *28 *28 *28 *26 *28 ■*28 *28 *28 *26 *28 *2288 *28 *28 *28 *28 *26 *28 *28 ■*28 *28 *26 *28 *28 *2288 *28 *28 *28 *27 *27 *23 *23 ■*20 i6 19 1 611*3 • *34 u15tio *33 *35 2•11w*53 l 9 312 *35 *b5■1*3t [�3 351 O*35 *35 T a t *3•�8w*35 *35 3E *�] *34.12 *35 3521*3ip] *b3 *34 *3.1 *�"2���E12,,,3 218 19 19 *2C1n *30 01 *34 220 22 11 1 *35 *33 02n1 *201125 *34 61 n, *33C„4 *34 1J1 52 C *35 2Ci *32 61 *35 23C J22 t1 *35 *32 01 5 *201 19 *20 III 6 *30.135 27 *31 *32 �36 *37 *3■ *32 2 *37 *37.132 6 1♦ 57 *37 �i2 6 3■ *37 *37 • 22 I *32.137 *37 *322 *32 �36 *36 *3■ *2sl'`m'Il26 5 *20 O37 a 3ry ❑O 3 32 ❑O 31♦ 30 ❑O ?0.481 ❑O 27 ❑O 25 24 ❑O ?0731 3 17 ❑O 16 17 1703811 *23 *20 26 51 *27 28 *28 '7 31 *28 22 *28 *2] 32 *28 23 *29 *24029_19 *29 *29 *23 28 32 270261 *28 *22 28 32 *2] 28 *28 2] 31 *26 20 *23 18 17 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 14 17 *21 *o *2s *25 *2s *2't *2:t *2a *2fi *2s *2't *25 *2a *25 *2a *2a *25 *2a *2a *2a *2a *25 *2a *2a *25 *2a *25 *23 *2a *26 *2a *23 *23 *23 *25 *2s *2o *2o 17 14 t.2 t.1 t.0 t.1 t.1 t.0 12 .1 '0.0 1 •.1 U.1 .0 1 •D.1 ••.1 ••.1 .0 •D••D••U••.1 D.1 D.1 U.1 • D.2 D.2 D.1 D.1 6 D.4 D.3 D.2 D.1 •1.1 •D.9 •D.5 •2.0 •1.5 •D.6 •3.4 •1.8 •D.6 2.9 •2.2 •D.7 • - •2.1 •D.7 •D.2 •D.1 •1.6 •D.5 •D.2 •D.1 •D.9 •D.3 D.1 D.1 t.6 D.4 D.2 t.3 t.2 D.1 U.1 ! 0 12 D.1 D.1 t.1 ! 0 11 D.1 D.1 t.0 46 0 1.1 46 0 - -t4- 460 46.1 6.2 6.1 D.0 6.2 6.1 D.0 6.2 6.1 D.0 6.2 6.1 D.0 46 0 46 0 46 0 6.1 6.1 46.0 1.1 1.1 D0 .1. to to 46.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 to to to 1.0 1.0 46 0 to to to to 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 to 6.1 to to to to to to to to to to to toSTIF4 RDIWt.1° t0 NOTES: - ALL AREA LIGHTS ON 20 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB NOTES: - ALL AREA LIGHTS ON 20 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. 1 B1 20.5 2 B1 20.5 3 B5 20.5 4 B5 20.5 5 B5 20.5 6 B5 20.5 7 C1 18.21 8 C1 18.21 9 C1 18.21 10 C1 18.21 11 C1 18.21 12 C1 18.21 13 C1 18.21 14 C1 18.21 15 C1 18.21 16 C1 16.21 17 C1 16.21 18 C1 18.21 19 C1 18.21 20 C1 18.21 21 C1 18.21 22 C1 18.21 23 C1 16.21 24 C1 16.21 25 C1 16.21 26 C1 16.21 27 C1 16.21 28 C1 16.21 29 C1 16.21 30 C1 16.21 31 C1 16.21 32 C1 16.21 33 C1 16.21 34 C1 16.21 35 C1 18.21 36 C1 18.21 37 C1 16.21 38 C1 16.21 39 01 9 30 15 7.5 0 30 1"= 30' LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. 40 D1 9 41 D1 9 42 D1 9 43 D1 9 44 01 9 45 01 9 46 01 9 47 01 9 48 01 9 49 01 9 50 01 9 51 01 9 52 01 9 53 01 9 54 01 9 55 01 9 56 01 9 57 01 9 58 01 9 59 01 9 60 01 9 61 01 9 62 01 9 63 01 9 64 01 13.5 65 01 9 66 01 9 67 D2 13.5 68 D2 13.5 69 E4 20.5 70 E4 20.5 71 Si 9 72 Si 9 73 S2 8.5 74 S2 8.5 75 W1 15 76 W1 15 77 W1 15 78 W1 15 79 W1 15 FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN CANOPY 28.40 37 14 2.03 2.64 DELIVERY 3.08 4.0 2.6 1.18 1.54 ENTRANCES & EXITS 3.03 5.8 1.2 2.53 4.83 PAVED 2.87 7.2 0.8 3.59 9.00 UNDEFINED 0.64 16.4 0.0 N.A. N.A. LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 2 B1 SINGLE 12678 1.010 B3 -U0 -G2 134 268 Cree Inc. ARE-EDG-4M-DA-06-E-UL-WH-700-57K 4 B5 SINGLE 10794 1.010 B1 -U0 -G2 133 532 CREE, INC. ARE-EDG-4MB-DA-08-E-UL-WH-525-57K 32 C1 SINGLE 8924 1.010 B3 -U0 -G1 92 2944 CREE, INC. CAN -304 -SL -RD -04 -E -UL -WH -700-57K e O 28 01 SINGLE 1652 1.010 B2 -U0 -GO 27.2 761.6 Cree Inc KR6-20L-35K-120V + KR6T-SSGC-FF 0 2 D2 SINGLE 880 1.000 B1 -U0 -GO 19.5 39 USA ILLUMINATION DL2 3230-10-2-LRTA4-8320-C1-30-NC-120V-W 2 E4 SINGLE 8402 1.010 B1 -U0 -G2 131.9 263.8 CREE, INC. ARE-EDG-2MB-DM-06-E-UL-WH-700-57K s 2 51 SINGLE 2011 1.000 B0 -U5 -G2 46.9 93.8 SCOTT ARCHITECTURAL LIGHTING WC1 SCOTT 59131 -L23 -35K -BS 2 S2 SINGLE 2011 1.000 B0 -U5 -G2 46.9 93.8 SCOTT ARCHITECTURAL LIGHTING WC1 SCOTT 59131 -L23 -35K -BS 5 W1 SINGLE 4210 1.010 B1 -U0 -G1 43 215 CREE, INC. SEC-EDG-3M-WM-04-E-UL-WH-350-57K o > 2 1- W x 0 z W W z z W SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA 1"\ EVISIONS 1 REV DATE COMMENT BY 1. 0, 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SPO PROJECT: Wawa FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PIHIOrevOMHTRIC PLAN SHEET NUMBER: C7O3 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB1800571P0.DWG PRINTED BY: DELIAS 12.03.18 @ 2:51 PM LAST SAVED BY: DELIAS AREA SYMBOL: PRODUCT INFORMATION 1 1 QTY: 2 i LABEL: B1 ARE-EDG-4M-DA-06-E-UL-WH-700-57K 1 4 1 B5 ARE-EDG-4MB-DA-08-E-UL-WH-525-57K 1 2 1 E4 ARE-EDG-2MB-DM-06-E-UL-WH-700-57K Cree EdgeTM Series LED Area/Flood Luminaire Product Description The Cree Ede'. Series has a slim low profile design. Its rugged cast aluminum housingminimizes 9 � P 9 99 wind load requirements and features an integral, weathertight LED driver compartment and high q 9 9 P 9 performance aluminum heat sinks. Various mounting choices: Adjustable Arm, Direct Arm, Direct Arm Long, or Side Arm (details on page 2). Includes a leaf/debris guard. Applications: Parking lots, walkways, campuses, car dealerships, office complexes, and internal roadways Performance Summary Patented NanoOptic. Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K I+/- 300K), 5700K (+/- 500K) standard Limited Warranty*: 10 years on luminaire/10 years on Colorfast DeltaGuard. finish 'See http://lighnng.cree.com/warranty for warranty terms Accessories Field -Installed Bird Spikes XA-BRDSPK Hand -Held Remote XA-SENSREM - For successful implementation of the programmable multi -Level option, a minimum of one hand-held remote is required Backlight Control Shields XA-20BLS-4 - Four -pack - Unpainted stainless steel Ordering Information Example: ARE -EOG -2M-AA-12-E-UL-SV -350 DA Mount T 27 1" (688mm1 181" (460mm 9. yl 1229mm) 2.1" 153mm) 3.9" (99mm) NEMA® Photocell Recep acle location (ordered as an option) Convenient, Interlocking Mounting Method LED Count 1x101 Dim. "A" Weight 02 12.1" 1306mm1 21 lbs. (10kg) 04 12.1" 1306mm1 24 lbs. (11kg) 06 14.1" 1357mm1 27 lbs. (12k91 08 16.1" (408mm1 28 lbs. (13kg) 10 18.1" (459mm1 32 lbs. 115kgl 12 20.1" (510mm1 34 lbs. 115kgl 14 22.1" (560mm1 37 lbs. 117kg1 16 24.1"(611mm1 41 lbs.(19kg) AA/DL/SA Mount - see page 22 for weight & dimensions ' Reference EPA and pole configuration suitability data b ginning an page 19 NOTE Price adder may apply depending on configuration CO US US: tighting.cree.com T 18001236-6800 F 12621504-5415 Cree EdgeTM LED Area/Flood Luminaire Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile, minimizing wind load requirements • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance heat sinks • DA and DL mount utitizes convenient interlocking mounting method. Mounting is rugged die cast aluminum, mounts to 3-6" 176-152mm) square or round pole and secures to pole with 5/16-18 UNC bolts spaced on 2" (51mm) centers • M and SA mounts are rugged die cast aluminum and mount to 2" (51mm) IP, 2.375" (60mm) O.D. tenons • Includes leaf/debris guard • Exclusive Colorfast DeltaGuard® finish features an E -Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available • Weight: See Dimensions and Weight Charts on pages 1 and 22 ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full toad • DA and DL mounts designed with integral weathertight electrical box 9 9 9 with terminal strips (126a-20Ga( for easy power hookup • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Maximium 10V Source Current: 20 LED 1350mA(: 10mA: 20 LED (525 & 700mA1 and 40-80 LED: 0.15mA; 100-160 LED: 0.30mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 when ordered without P or R options • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards when ordered with AA, DA and DL mounts • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified with select SKUs. Refer to https://www.designlights.org/search/ for most current information • Meets Buy American requirements within ARRA US: lighting.cree.com T (8001236-6800 F (2621504-5415 Rev. Date: V6 12/07/2017 CREE Canada: www.cree.com/canada T (8001473-1234 F (8001890-7507 Electrical Data. LED Count Iz10) System Watts 120-480V Total Cur ent IA) 120V 208V E 277V 3471/ 480V 350mA Product Optic 0.21 0.13 Mounting. LEO Count 1x101 Series Voltage Color Options Drive Current Options 0.23 ARE- EDO 2M Type!! Medium 2M13 Type11 Medium w/BLS 2MP Type!! Medium w/Partial BLS 3M Type III Medium 3MB Type 111 Medium w/BLS 3MP Type 111 Medium w/Partial BLS 414 Type IV Medium 4MB Type IV Medium w/BLS 4MP Type IV Medium w/Partial BLS 5M Type V Medium 50 Type V Short AA Adjustable Arm DA Direct Arm DL Direct Long Arm 02 04 06 08 10 12 14 16 E UL Universal 120-277V UH Universal 347-480V BK Black 132 Bronze SV Silver WH White 350 350mA 525 525mA 700 700mA -Avaitable with 20- 60 LEDs 0114 0-10V Dimming - Control by others - Refer to Dimming spec sheet PML Programmable Multi -Level. 20-40' Mounting Height - Refer to PML spec sheet for for details - Can't exceed specified drive current F Fuse - Refer to ML spec sheet for details - Intended for downlight applications at 0° tilt PML2 Programmable Multi -Level, 10-30' Mounting Height - Refer to PML spec sheet for availability with ML options - Available with UL voltage only -Available for U.S. applications only - When code dictates fusing, use time delay fuse HL Hi/Low [Dual Circuit Input) - Refer to HL spec sheet for details - Intended for downlight applications at 0° tilt R NEW Photocell Receptacle - Intended for downlight applications with maximum 45° tilt - Photocell by others - Refer to ML spec sheet for detaits - Sensor not included ML Multi -Level - Refer to ML spec sheet for FLD- EDO 25 25° Flood 40 40° Flood 70 70' Flood SN Sign Nb NEMA® 6 AA Adjustable Arm SA Side Arm - Available with 20-60 LEDs availability availability with ML options 40K 4000K Color Temperature - Minimum 70 CRI - Color temperature per Luminaire details - Intended for downlight applications at 0° tilt P Photocell - Refer to ML spec sheet for availability with ML options - Available with UL voltage only ' Reference EPA and pole configuration suitability data b ginning an page 19 NOTE Price adder may apply depending on configuration CO US US: tighting.cree.com T 18001236-6800 F 12621504-5415 Cree EdgeTM LED Area/Flood Luminaire Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile, minimizing wind load requirements • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance heat sinks • DA and DL mount utitizes convenient interlocking mounting method. Mounting is rugged die cast aluminum, mounts to 3-6" 176-152mm) square or round pole and secures to pole with 5/16-18 UNC bolts spaced on 2" (51mm) centers • M and SA mounts are rugged die cast aluminum and mount to 2" (51mm) IP, 2.375" (60mm) O.D. tenons • Includes leaf/debris guard • Exclusive Colorfast DeltaGuard® finish features an E -Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available • Weight: See Dimensions and Weight Charts on pages 1 and 22 ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full toad • DA and DL mounts designed with integral weathertight electrical box 9 9 9 with terminal strips (126a-20Ga( for easy power hookup • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Maximium 10V Source Current: 20 LED 1350mA(: 10mA: 20 LED (525 & 700mA1 and 40-80 LED: 0.15mA; 100-160 LED: 0.30mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 when ordered without P or R options • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards when ordered with AA, DA and DL mounts • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified with select SKUs. Refer to https://www.designlights.org/search/ for most current information • Meets Buy American requirements within ARRA US: lighting.cree.com T (8001236-6800 F (2621504-5415 Rev. Date: V6 12/07/2017 CREE Canada: www.cree.com/canada T (8001473-1234 F (8001890-7507 Electrical Data. LED Count Iz10) System Watts 120-480V Total Cur ent IA) 120V 208V 240V 277V 3471/ 480V 350mA 02 25 0.21 0.13 0.11 0.10 0.08 0.07 04 46 0.36 0.23 0.21 0.20 0.15 0.12 06 66 0.52 0.31 0.28 0.26 0.20 0.15 08 90 0.75 0.44 0.38 0.34 0.26 0.20 10 110 0.92 0.53 0.47 0.41 0.32 0.24 12 130 1.10 0.63 0.55 0.48 0.38 0.28 14 158 1.32 0.77 0.68 062 0.47 0.35 16 179 1.49 0.87 0.77 0.68 0.53 0.39 525mA X 02 37 0.30 0.19 0.17 0.16 0.12 0.10 04 70 0.58 0.34 0.31 0.28 0.21 0.16 06 101 0.84 0.49 0.43 0.38 0.30 0.22 08 133 1.13 0.66 0.58 0.51 0.39 0.28 10 171 1.43 0.83 0.74 0.66 0.50 0.38 12 202 1.69 0.98 0.86 0.77 0.59 0.44 14 232 1.94 1.12 0.98 0.87 0.68 0.50 16 263 2.21 1.27 1.11 0.97 0.77 0.56 700mA 40.0 02 50 0.41 0.25 0.22 0.20 0.15 0.12 04 93 0.78 0.46 0.40 0.36 0.27 0.20 06 134 1.14 0.65 0.57 0.50 0.39 0.29 • Electrical data at 25'C 177'FI. Actual wattage may differ by •/-10%when operating between 120-480V+/- 10% Recommended Cree Edge' Series Lumen Maintenance Factors (LMF)' Ambient Initial LMF 25K hr Projected' LMF 50K hr Projected' LMF 75K hr Calculated° LMF 100K hr Calculated' LMF 5°C 141°F) 1.04 1.01 0.99 0.98 0.96 10°C (50°F) 1.03 1.00 0.98 0.97 0.95 15°C 159°F) 1.02 0.99 0.97 0.96 0.94 20°C (68°F) 1.01 0.98 0.96 0.95 0.93 25°C (77°F) 1.00 0.97 0.95 0.94 0.92 'Lumen maintenance values at 25'C are calculated per TM -21 based on LM -80 da a and in-situ lumin ire testing In accordance with IESNA TM -21-11, Projected Values represent interpolated value based on time du ations that are within six times 16x1 the IESNA LM -80.08 total test duration lin hours] for the device under testing ((DUI) i.e. the packaged LED chip) 'In accordance with IESNA TM -21-11, Calculated Values represent time durations that exceed six limes 1601 the IESNA LM -80-08 total test duration lin hours) for the device under testing IIDUTI i.e. the packaged LED chip) CREE _TM Canada: www.cree.com/canada T (8001473-1234 F (800)890-7507 CANOPY PRODUCT INFORMATION SYMBOL: QTY: 32 LABEL: C1 -M CAN -304 -SL -RD -04 -E -UL -WH -700-57K 304 SeriesTM LED Recessed Canopy Luminaire Product Description Luminaire housing is constructed from rugged die cast aluminum components (RS Mount) or die cast and extruded aluminum components (RD Mount). LED driver is mounted in a sealed weathertight center chamber that allows for access from below the fixture. Luminaire mounts directly to the canopy deck and is secured in place with die cast aluminum trim frame. Luminaire housing is provided with factory applied foam gasket that provides a watertight seal between luminaire housingand canopy deck. Suitable for use in single or double skin canopies with 16" PY 9 P (406 mml wide panels. Designed for canopies of 19-22 gauge (maximum 0.040" [1 mm) thickness). Applications: Petroleum stations, convenience stores, drive-thru banks and restaurants, retail and grocery Performance Summary Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and P imported arts P CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K I+/- 50041 standard Limited Warranty': 10 years on Luminaire/10 years on Colorfast DeltaGuard• finish t See http://Lighting.cree.com/warranty for warranty terms Accessories Field -Installed Hand -Held Remote XA-SENSREM - For successful implementation of the programmable multi -levet option, a minimum of one hand-held remote is required Ordering Information Example: CAN -304 -5M -RS -04 -E -UL -SV -350 RS Mount 2.2" (56mm) t 8 7" 1220mm( 9 6" (244mm) SQ mm) Multi-level Sensor location (ordered as an option( 00 2.2 " (56mm) t (220mm1 1 9 6., f244mm1 Weight 22.0 Lbs. 19.9kg1 CAN -304 1 14 (356 System Watts 120-480V E Voltage 208V 240V 277V Product Optic Mounting P 2.2" (56mm) t 8 7" 1220mm( 9 6" (244mm) SQ mm) Multi-level Sensor location (ordered as an option( 00 2.2 " (56mm) t (220mm1 1 9 6., f244mm1 Weight 22.0 Lbs. 19.9kg1 CAN -304 LED Count (x10) System Watts 120-480V E Voltage 208V 240V 277V Product Optic Mounting LEDCount (x101 Series Calor Options Drive Current Options CAN -304 514 RS 04 E UL BK 350 DIM 0-10V Dimming 0.27 Type V Medium Recessed Single Skin 06 04 Universal Black 350mA - Control by others 0.31 55 RD 0.16 06 120-277V 132 525 - Refer to Dimming spec sheet for details Type V Short Recessed Double Skin 0.30 0.22 UH Bronze 525mA - Can't exceed specified drive current P5 0.46 0.40 0.36 Universal 50 700' F Fuse Petroleum Symmetric 1.14 0.65 0.57 347-4805 Silver 700mA - When code dictates fusing use time delay fuse SL 0.87 0.81 0.75 WH 9L and 13L - Refer to ML spec sheet for availability with ML options Sparkle Petroleum 1.00 1.00 0.99 White 1.01 ML Multi -Level 0.90 0.87 0.83 40L and 60L 1.01 0.93 - Refer to ML spec sheet for details 0.80 0.74 25°C 177'F, 9L and 13L 1.00 1.00 PML Programmable Multi -Level 0.99 0.99 201 and 30L 1.00 0.94 0.89 - Refer to PML spec sheet for details 0.82 401 and 601 1.00 0.92 0.85 0.79 40K 4000K Color Temperature 30°C 186°FI 9L and 13L 0.99 0.99 0.98 0.98 - Minimum 70 CRI ZOL and 301 0.97 0.93 0.88 0.85 0.01 - Color temperature per luminaire • 60 LED luminaire requires marked spacing: 48" x 24 x 6" (1,219mm x 610mm x 152mml, 48 11,219mm1 center -to -center of adjacent luminaires, 24' (610mm) luminaire center to side building member, 6" (152mm) top of luminaire to overhead building member CanUS US: lighting.cree.com/lighting T (8001236-6800 F 1262)504-5415 304 SeriesTM LED Recessed Canopy Luminaire Product Specifications CONSTRUCTION & MATERIALS • RS Mount luminaire housing is constructed from rugged die cast aluminum and incorporates integral, high performance heatsink fins specifically designed for LED canopy applications • RD Mount luminaire housing is constructed from rugged die cast aluminum and features high performance extruded aluminum heatsinks specifically designed for LED canopy applications • LED driver is mounted in a sealed weathertight center chamber that allows for access from below the luminaire • Field adjustable drive current between 350mA, 525mA and 700mA on Non -IC rated luminaires • Luminaire housing provided with factory applied foam gasket and provides for a watertight seal between luminaire housing and canopy deck • Mounts directly to the canopy deck and is secured in place with a die cast aluminum trim frame • RS mount includes integral junction box which allows ease of installation without need to open luminaire • Suitable for use in single (RS Mount) or double (RD Mount) skin canopies with 16" 1406mm) wide panels • Designed for canopies of 19-22 gauge (maximum 0.040" [1mm) thickness( • See 228 SeriesTM canopy luminaires for canopies using 12" 1305mm1 deck sections • Exclusive Colorfast DeltaGuard® finish features an E -Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral weathertight electrical box with terminal strips (12Ga-20Ga( for easypower hookup P • Integral 1069/ surge suppression protection standard • To address inrush current, slow blow fuse or type C/D breaker should be used • 10V Source Current: 0.15mA REGULATORY & VOLUNTARY OUALIFICATIONS • cULus Listed • Suitable for wet locations • Meets FCC Part 15 standards for conducted and radiated emissions • Enclosure rated IP66 per IEC 60529 • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified when ordered with PS or SL optics and 525 or 700mA drive current. Please refer to www.designlights.org/QPL for most current information • RoHS Compliant. Consult factory for additional details • Meets Buy American requirements within ARRA US: lighting.cree.com/lighting T (8001236-6800 F (2621504-5415 Rev. Date: V1 07/28/2016 Canada: www.cree.com/canada CREE _TM T (8001473-1234 F (8001890-7507 Electrical Data. LED Count (x10) System Watts 120-480V Total Current 120V 208V 240V 277V 347V 480V 350mA 04 46 0.39 0.24 0.22 0.21 0.15 0.12 06 69 0.57 0.34 0.30 0.27 0.21 0.16 525mA 04 71 0.59 0.35 0.31 0.28 0.21 0.16 06 101 0.84 0.49 0.43 0.38 0.30 0.22 700mA 04 94 0.79 0.46 0.40 0.36 0.28 0.21 06 135 1.14 0.65 0.57 0.50 0.40 0.29 • Electrical data at 25°C 177.1 Recommended 304 SeriesTM Lumen Maintenance Factors (LMF)' Ambient Initial LMF 25Khr Projected' LMF 50K hr Projected' LMF 75Khr Calculated' LMF 100K hr Calculated' LMF 5°C 141°F) 1.04 0.99 0.97 0.95 0.93 10°0 50'F I I 1.03 0.98 0.96 0.94 0.92 15°C 15971 1.02 0.97 0.95 0.93 0.91 20°C 168°F1 1.01 0.96 0.94 0.92 0.90 25'C 177'1 1.00 0.95 0.93 0.91 0.89 Lumen maintenan a values at 25°C are calculated per TM -21 based on LM -80 data and in-situ lumin ire testing In accordance with ESNA TM -21-11, Projected Values repre ent interpolated value based on time du ations that are within six times 1601 the IESNA LM -80.08 total test duration (in hours) for the device under testin IIDUTI i.e. the packaged LED chip 'In accordance with ESNA TM -21.11, Calculated Values represent time durations that exceed six tim s 16X1 the IESNA LM -80-08 total test duration lin hours) for the device under t sting IIDUTI i.e. the packaged LED chip) Canada: www.cree.com/canada CREE _TM T (8001473-1234 F 18001890-7507 SOFFIT PRODUCT INFORMATION SYMBOL: QTY: 28 i LABEL: D1 KR6-20L-35K-120V + KR6T-SSGC-FF KR Series KR6TM LED Specification Downlight - Round 6" Product Description The KR6T. LED specification downlight features Cree TrueWhite• Technology and delivers beautiful, high-quality light with efficacy up to 76 lumens per watt. Designed for new construction applications, the KR Series is available in a variety of color temperatures, round and square trims with high-quality anodized aluminum reflector finishes, a sloped ceiling adaptor accessory, and a variety of dimming options including Cree Sunset Dimming Technology which provides rich, warm light that transitions from 2700K to 1800K as naturally as an incandescent source. Performance Summary Utilizes Cree TrueWhite® Technology Initial Delivered Lumens: 700-5.300 lumens; Delivered lumen output is typical when using a SSGC type reflector Input Power: 13-87 watts Emergency Performance: Up to 1,210 Lumens; 10W; Minimum 90 Minutes CRI: 90 CCT: 2700K 30004 3500K 4000K, 5000K Controls: Triac, 0/1-10V; See control availability chart on page 3 Limited Warranty': 10 years on KR6T" Luminaire Limited Warranty Emergency Back Up (EB) Battery: 1 Year Battery Back Up. Test regularly in accordance with local codes 'See Mtp://lighting.cree.c0Mwarranty for warranty terms Accessories Field -Installed Sloped Ceiling Adaptor KRKS6'•WW '• 0-35 (order in 5 degree Increments) C -Channel Hanger Bars RB8300 - Pair of 30" 1762mm1 rigid 3/4' x 1/2" 119mm x 13mm1 C -Channel bars RBH24C-1 - Pair of 24" 1610mm1 x 1-1/2" 138mm1 x 1/2' 113mm1 standard C -Channel bars T -Bar Clips RARC7 - Set of four - For use with 988240-1 hanger bars Trim Ring KR6TA - White beauty ring to cover pan head fasteners on KR6T reflector Ordering Information Fully assembled Luminaire is composed of two components that must be ordered separately: Example: Housing: KR6 -20L-35K-120V-10V+Reflector: KR6T-SSGC-FF Reflector (Housing must be ordered separatelyl KR6T Initial Delivered Lumens Initial LMF 25Khr Pro' 1 LMF Series Reflector Finish Flange Finish Options KR6T Standard T.m - Reflector attaches to housing with pan head fasteners and keyhole slots SSW Soft Satin GLow, Clear FF Matches Reflector WF White Paint WW Wall Wash 12.6" (320mm) t 11.9" (302mm1 Emergency Backup 19.7" 1499mm1� 1 7.4". (187mm) 1 I 18.4" (467mm) t 7.0" i 1178mm) 1 (187mm) ' Add 1.5" 138mm1 for 60L Initial Delivered Lumens Housing (Reflector must be ordered separately) KR6 Initial Delivered Lumens Initial LMF 25Khr Pro' 1 LMF 50Khr Pro 1 ected' LMF 75Khr Calculated' LMF Series Size Reflector Initial Delivered Lumens Optic CCT Voltage Controls Options KR 6 6 inch Blank Round 9L 13W. 700 Lumens - 54 LPW 13L 18W, 1,100 Lumens - 61 LPW 20L 30W, 1,700 Lumens - 57 LPW 30L 39W, 2,550 Lumens - 65 LPW 40L 44W, 3,350 Lumens - 76 LPW 60L 87W, 5,300 Lumens - 61 LPW - Available on 120V and 277V only Blank 70° Beam Angle 27K - 2700K -9L Ihru 40L only 30K 3000K 35K 3500K 40K 4000K SOK 5000K - Available on 40L and 60L only 120V 120 Volts 277V 277 Volts 347V 347 Volts Blank - For standard control offering refer to control availability chart on page3 10V 0/1-10V Dimming - Refer to control availability chart on page 3 WD Sunset [Urn - 9L and 13L la 27K with Triac Dimming only EB7 Emergency Backup - Minimum 90 minutes - 120V, 277V only - Minimum operating temperature: 0°C (32°F) CREE+ ® C US rEcNNOLOOv U5: lighting.cree.com T (8001236-6800 F (2621504-5415 KR6TM LED Specification Downlight - Round 6" Product Specifications CREE TRUE WHITE° TECHNOLOGY A revolutionary way to generate high-quality white tight, Cree TrueWhite® Technology is a patented approach that delivers an exclusive combination of 90. CRI, beautiful tight characteristics, and lifelong color consistency, alt while maintaining high Luminous efficacy - a true no compromise solution. CONSTRUCTION & MATERIAL • Low brightness parabolic spun Alzak aluminum cone, 0.06" 12mm) thick with polished radius and continuous self -flange • Soft Satin Glow Clear finish, standard • 2" 151 mml aperture throat to accommodate alt standard and up to 3" (76mm) thick ceilings and provide flexibility in mounting within grid • Provided with quick mounting brackets for optional carrying channels • Light engine, optics, and driver accessible from below ceiling ELECTRICAL SYSTEM • Power Factor: > 0.9 for 120V and 277V • Total Harmonic Distortion: < 20% at full Load • Input Power: 120, 277V, or 347V, 50/60Hz • Operating Temperature Range: -18'C -+40°C (0°F -+104°F); minimum operating temperature with EB7 option is 0°C (32°F) • 10V Source Current: 9L & 131: 0.15mA, 20L -40L: 2.2mA. 60L: 0.11 mA CONTROLS • For standard control offering refer to control availability chart on page 3 • For use with Class 2 dimming systems only. Reference http://lig hting.cree.com/p ro d sets/ind oo r/n ew-construction-dawn lig hts/ kr-series for recommended dimming controls and wiring diagrams REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for thru-wiring 8#12AWG-90°C • Suitable for damp locations • Designed for indoor use • Thermally protected Type NON -IC in accordance with Article 410 of the NEC and UL 1598 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • EnergyStar• certified with the exception of 9L and 13L. Please refer to https:www.ene rgystar.g ov/prod uctfi nder/product/certified-lig ht -fixtures/ results for most current information • RoHS compliant. Consult factory for additional details Wall Wash Based on KR6 30L -27K-1205 W/KR6T-SSGC-FF-WW Luminaire Rev. Date: V13 02/13/2018 Canada: www.cree.conl/canada CREE T 180 01 47 3-12 34 F (8001890-7507 KR Series Ambient Adjusted Lumen Maintenance' Ambient Initial Delivered Lumens Initial LMF 25Khr Pro' 1 LMF 50Khr Pro 1 ected' LMF 75Khr Calculated' LMF 100Khr Calcutated' LMF 5°C 141°F1 9L and 13L 1.05 1.04 1.03 1.03 1.02 20L and 30L 1.03 0.99 0.94 0.90 0.86 40L and 60L 1.03 0.96 0.90 0.83 0.77 10°C IsD'FI 91 and 13L 1.04 1.03 1.03 1.02 1.02 20L and 30L 1.02 0.97 0.93 0.89 0.85 4131_ and 601 1.03 0.95 0.88 0.82 0.76 15.0 15'C 9L and 13L 1.03 1.02 1.02 1.01 1.01 20L and 301 1.01 0.96 0.91 0.88 0.84 40L and 60L 1.02 0.94 0.87 0.81 0.75 20.0 9L and 13L 1.02 1.01 1.00 1.00 0.99 20L and 30L 1.01 0.95 0.90 0.87 0.83 40L and 60L 1.01 0.93 0.86 0.80 0.74 25°C 177'F, 9L and 13L 1.00 1.00 0.99 0.99 0.99 201 and 30L 1.00 0.94 0.89 0.86 0.82 401 and 601 1.00 0.92 0.85 0.79 0.74 30°C 186°FI 9L and 13L 0.99 0.99 0.98 0.98 0.98 ZOL and 301 0.97 0.93 0.88 0.85 0.01 40L and 60L 0.98 0.91 0.84 0.78 0.73 35.0 (95°1 9L and 13L 0.98 0.97 0.97 0.97 0.97 20L and 30L 0.96 0.92 0.87 0.84 0.80 401 and 60L 0.96 0.90 0.83 0.77 0.72 40.0 9L and 13L 0.97 0.96 0.96 0.96 0.95 20L and 30L 0.95 0.90 0.86 0.83 0.79 AOL and 60L 0.95 0.88 0.82 0.76 0.71 'Lumen main enance values at 25'C(77'l are calculated per TM -21 based on LM -80 data and in -sit luminaire testing Luminaire ambient temperature fa tors (LAM have been applied to all lumen maintenance factors 'In accordanc with IESNA TM -21-11, Projected Values represent i t,rpolated value based on time du ations that are within six times 16X1 the IESNA LM 80.08 total test duration lin ho rsI for the device under testing I(DUTI i.e. the packaged LED chip) 'In accordant with IESNA TM -21-11, Calculated Values represent 0me durations that exceed six tim s (6)(1 the IESNA LM -80.08 tot 1 test duration lin ho rsl for the device under testing IIOUT1 i.e. the packaged LED chip Installation • Recommended ceiling cutout 6.5" 1165mm1 Note: 30L and 401 versions require marked spacing: 24" 1600mm1 x 12' 1300mml x N" 112mm1. 24' 1600mml luminaire to luminaire, 12.1308mml luminaire to side wall, /" 112mm1 above luminaire 6OL versions require marked spacing: 48" 11219mm1 x 24" (600mm1 x 1- 125mm1. 48" 11219mm1 luminaire to luminaire, 24-1600mm) luminaire to side wall. 1' 125mm) above luminaire Down from Ceiling 2' from Wall YMom Wall 4' from Wall 3' Centers 4' Centers 3' Centers 4' Centers 3' Centers 4' Centers Center Line (FCI Midpoint (FC( Center Line (Fel Midpoint IFC( Center Line IFCI Midpoint IFCI Center Line IFC( Midpoint IFC( Center Line IFC( Midpoint IFC( Center Line IFCI Midpoint IFCI 1' 20 20 25 11 10 10 10 7 6 6 5 5 2' 49 40 44 23 27 28 24 19 16 17 13 13 3' 49 44 43 28 29 31 24 22 23 24 18 19 4' 49 51 39 36 30 31 24 23 22 24 18 19 5' 42 44 29 36 34 35 28 27 22 23 18 18 6' 36 36 23 28 34 35 26 28 25 26 20 21 7' 29 30 19 23 31 32 25 26 27 28 22 23 8' 24 25 16 18 27 28 23 23 26 27 21 22 9' 20 22 13 16 24 25 20 20 24 25 20 20 10' 17 18 11 13 20 22 18 18 21 23 18 18 US: lighting.cree.com T (8001236-6800 F 126 21 50 4-5415 Canada: www.cree.com/canada CREE _7M T (8001473-1234 F (8001890-7507 WALL MOUNTED PRODUCT INFORMATION SYMBOL: QTY: 5 i LABEL: W1 SEC-EDG-3M-WM-04-E-UL-WH-350-57K Cree EdgeTM Series LED Security Wall Pack Luminaire Product Description The Cree Edger° wall mount luminaire has a slim, low profile design. The luminaire end caps are made from rugged die cast aluminum with integral, weathertight LED driver compartments and high performance aluminum heat sinks specifically designed for LED applications. Housing is rugged aluminum. Includes a lightweight box for installation over standard and mud ringsin to gang mounting 9 9 9 J -Boxes. Secures to wall with four 3/16" 5mm screws (byothers). Conduit entryfrom top,bottom / I 1 1 sides and rear. Allows mounting for uptight or downlight. Designed and approved for easy through -wiring. Includes leaf/debris guard. Applications: General area and security lighting Performance Summary Patented NanoOptic• Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K I+/- 300K), 5700K (v/- 500K) standard Limited Warranty*: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish 'See http://lighting.cree.com/warranty for warranty terms Accessories Field -Installed Bird Spikes XA-BRDSPK Hand -Held Remote XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required Ordering Information Example: SEC-EDG-2M-WM-06-E-UL-SV-700 18 3" 1464mm) T 4.1" (104mm( Fi LED Count 1x101 Dim. -A' Weight 02 9.9" 1251 m m ) 20 lbs.19. t kg l 04 11.9" I303mm1 22 lbs. I10.0kg( 06 13.9" 1353mm1 251bs.111.3kg1 08 15.9" 1404mm1 27 lbs. 112.2kg1 10 17.9" 1455mm1 31 lbs. 114.1kg1 12 19.9" 1505mm1 32 lbs. 114.5kg1 SEC-EDG LED Count 1x101 WM Total Current IA( E 208V 240V 277V 347V Product Optic Mounting LED Count Series Voltage Color Drive Options 0.07 04 46 1x101 0.23 0.21 Options Current 0.12 SEC-EDG 2M WM 02 E UL BK 350 0114 0-10V Dimming 90 Type 11 Medium Wall Mount 04 0.34 Universal Black 350mA - Control by others 0.92 2MB 0.47 06 0.32 120-277V B2 525 - Refer to pimm,ng spec sheet for details 0.63 Type!! Medium w/BLS 0.48 08 0.28 UH Bronze 525mA - Can't exceed specified drive current 0.19 2S 0.16 10 0.10 Universal SV -Available with 20-80 LEDs F Fuse 0.31 Type 11 Short 0.21 0.16 06 347-480V Silver 700 - Refer to ML spec sheet for availability with ML 0.38 258 0.22 12 133 34 WH 700mA options 0.39 Type 11 Short w/BLS 700mA 02 50 347V White -Avaitable with 20-60 LEDs - Available with UL voltage only 0.15 3M 04 93 0.78 0.46 0.40 0.36 - Available for U.S. applications only 0.20 Type 10 Medium 134 1.14 0.65 0.57 0.50 0,39 - When code dictates fusing, use time delay fuse 3MB ML Multi -Level - Refer to ML spec sheet for details Type 10 Medium w/BLS - Intended for downtight applications with 0° tilt 4M Type IV Medium P Photocell - Refer to ML spec sheet for availability with ML options 4MB - Must specify UL or 34 voltage PML Programmable Multi -Level Type IV Medium w/BLS - Refer to PML spec sheet for details - Intended for downlight applications with 0° tilt 40K 4000K Color Temperature - Minimum 70 CRI - Color temperature per Luminaire C US US: lighting.cree.com QL4 T (8001236-6800 F (262)504-5415 Cree EdgeTM LED Security Wall Pack Luminaire Product Specifications CONSTRUCTION & MATERIALS • Slim, tow profile design • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance atuminum heat sinks specifically designed for LED applications • Housing is rugged aluminum • Furnished with low copper, light weight mounting box designed for installation over standard and mud ring single gang J -Boxes • Luminaire can also be direct mounted to a wall and surface wired • Secures to wall with four 3/16" (5mm) screws (by others( • Conduit entry from top, bottom, sides. and rear • Allows mounting for uptight or downlight • Designed and approved for easy through -wiring • Includes leaf/debris guard • Exclusive Colorfast DeltaGuard® finish features an E -Coat epoxy primer with an ultradurable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver and white are available • Weight: See Dimensions and Weight Chart on page 1 ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full Load • Total Harmonic Distortion: < 20% at full load • Integral weathertight J -Box with leads (wire nuts( for easy power hook up • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Maximum 10V Source Current: 20 LED (350mA): 10mA; 20LED (525 & 700 mAl and 40-120 LED: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Enclosure rated IP66 per IEC 60529 when ordered without P, PML or ML options • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified with select SKUs. Refer to https://www.designlights.org/search/ for most current information • Meets Buy American requirements within ARRA US: lighting.cree.com T (8001236-6800 F (2621504-5415 Rev. Date: V3 09/06/2017 Canada: www.cree.com/canada CREE _TM T (8001473-1234 F 18001890-7507 Electrical Data' LED Count 1x101 System Watts 120-480V Total Current IA( 120V 208V 240V 277V 347V 480V 350mA 02 25 0.21 0.13 0.11 0.10 0.08 0.07 04 46 0.36 0.23 0.21 0.20 0.15 0.12 06 66 0.52 0.31 0.28 0.26 0.20 0.15 08 90 0.75 0.44 0.38 0.34 0.26 0.20 10 110 0.92 0.53 0.47 0.41 0.32 0.24 12 130 1.10 0.63 0.55 0.48 0.38 0.28 525mA 02 37 0.30 0.19 0.17 0.16 0.12 0.10 04 70 0.58 0.34 0.31 0.28 0.21 0.16 06 101 0.84 0.49 0.43 0.38 0.30 0.22 08 133 1.13 0.66 0.58 0.51 0.39 0.28 700mA 02 50 0.41 0.25 0.22 0.20 0.15 0.12 04 93 0.78 0.46 0.40 0.36 0.27 0.20 06 134 1.14 0.65 0.57 0.50 0,39 0.29 • Electrical data at 25'C 177°F). Actual wattage may differ by •/-1 %when operating between 120-4800./- 10% Recommended Ambient Cree Edge" Series Lumen Maintenance Factors (LMF(' Initial. LMF 25K Projected' LMF 50Khr Projected' LMF 75Khr Calculated' LMF 100Khr Calculated' LMF 5'C 141°F1 1.04 1.01 0.99 0.98 0.96 10°C 150°F) 1.03 1.00 0.98 0.97 0.95 15°C 159°F1 1.02 0.99 0.97 0.96 0.94 20°C 168°F1 1.01 0.98 0.96 0.95 0.93 25°C 177°FI 1.00 0.97 0.95 0.94 0.92 Lumen maintenance values at 25'C are calculated per TM -21 based on LM -80 data and in-situ lumin ire testing In accordance with IESNA TM.21.11, Projected Values represent interpolated value based on time du tions that are within six times 1601 the LM -80-08 total lest duration lin hours] for the device understing(1DUT0 i.e. the pack ged LED chip) In accordance with IESNA TM -21-11. Calculated Values represent time durations that exceed six time MI the IESNA LM -80-08 total rest duration Int hours( for the device under testing (IDUTI i.e. the packaged LED chip) Canada: www.cree.com/canada CREE T (800)473-1234 F (800)890-7507 'p4 W x 0 pc1 z SITE CIVIL AND CONSULTING ENGINEERING SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES REVISIONS 1 REV DATE COMMENT BY J 811 1 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR 1 CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SPO FOR THE FERBER C O T MPANY INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE � D -o O 00 O� 0�O ENGIINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PHOTOMIA, I RIC DETAILS SHEET NUMBER: C e 704 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB1800571PO.DWG PRINTED BY: DELIAS 12.03.18 @ 2:51 PM LAST SAVED BY: DELIAS PROPERTY LINE 18' H;C"ll'It3N A -A PROP. WAWA TYPE "F1" CURB 28.57 10' 27.95 27.70 SCALE NTS PROPERTY LINE 28.00 ME ± 27.90 / EX SIDEWALK EX TYPE 'F' CURB & GUTTER 2% MAX 29.38 PROP. WAWA TYPE "F1" CURB 29.00 s ECTION C -C 6' SIDEWA+ K 11' SCALE NTS 28.00 29.45 27.50 1IIIIiII 111411 IIITiI I PROPERTY LINE ME ± 28.50 S ,CTION F -F SCALE NTS PROP. WAWA TYPE "F1" CURB 24' PROPERTY LINE ME ± 27.50 / EX SIDEWALK EX TYPE 'F' CURB & GUTTER PROP. WAWA TYPE "F1" CURB 28.12 SECTION 1: 1C 11' 28.00 28.50 27.80 1=111- 101-101- I=101: 1=1II-,IIII;,III— SCALE NTS PROPERTY LINE ME ± 28.50 EX SIDEWALK EX TYPE 'F' CURB & GUTTER ECTION ID -ID SCALE NTS .f +0+0+0 +✓ +✓ +✓ N8f4952'f 70.29' +✓ +✓ +✓+✓ +✓ NW 2nd STREET o1,�, (a,1n (10' » RI T -0F .») ✓ +✓ 4,/ +✓ +✓ +✓ +df +✓ +✓ +✓ +✓ +0 oI +✓ +✓ 4f +✓ +✓ +1f +✓ +✓ STATE ROAD NO. 90 (4 Mal 9014 +90.0 RICK -0,100' PO? RAM 06945111917 a IMASPOo;4 y 90l7-0Y-I1r VA MOON 91070-000 +0000 9PRCUECT 0000/141700 WEIN 425846-1) (200157/14 ON MT 1) +✓ +✓ +✓ 2' +✓ PROPERTY LINE 29.20 ME ± 28.40 s 2' PROP. WAWA TYPE "F1" CURB 29.40 4.0% MAX ECTION F SCALE NTS x Pc) 0 z z z SITE CIVIL AND CONSULTING ENGINEERING 2 SUSTAINABLE DESIGN ITTING SERVICES w TRANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED GPO FOR THE FERBER COMPANY, INC. (LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE .o OO H LEO IENGIINIEIERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CROSS S 1- CTIONS SHEET NUMBER: c8o1 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057GPO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:49 PM LAST SAVED BY: DELIAS i �4"y WAWA SIGNAGE/STRIPING DETAILS AIR PUMP PARKING ONLY 0 0 m PARKING SURFACE FASTENED WITH ACORN NUT LEGEND AND BORDER - RED BACKGROUND - WHITE SIGN SHALL BE R7-8 (12" X 18") FASTENED WITH ACORN NUT GALVANIZED BREAKAWAY STEEL U POST NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AIR PARKING SIGN NTS WAWA CURB DETAILS CONCRETE PAVEMENT JOINT SEAL 1" EXP. JOINT AND PREFORMED JOINT FILLER m R 3" 4 8" WAWA TYPE B1 CURB NTS NOTES: 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT & ORD. NO. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE 60" ABOVE THE FINISHED GRADE TO THE BOTTOM OF THE SIGN. ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 7. SIGN POST TO BE GALVANIZED BREAKAWAY STEEL U POST. 8. SIGN TO BE FASTENED TO POST WITH ACORN NUT. 12" PARKING BY DISABLED PERMIT ONLY $200.00 FINE F.S. 318.18 VAN ACCESSIBLE 0 zip FASTENED WITH ACORN NUT (TYP) 6" WHITE STRIPE SPACED 3.5' APART 7- GALVANIZED BREAKAWAY STEEL U POST HANDICAP PARKING SIGN NTS SIGNAGE AND STRIPING NOTES: 1. ALL STANDARD PARKING STRIPES ARE TO BE 4" YELLOW 2. ARROWS SHOWN IN DRIVE AISLES ARE FOR INFORMATION ONLY AND SHALL NOT BE PAINTED. as 12" -I R3" 17- 4 8" -1 18" REV. JUNE 19, 2017 2" 5' 6" - 1 12' HANDICAP 60 f 6" 6" 2" f 6" 6" REV. JULY 26, 2017 HANDICAP PARKING SIGN (SEE DETAIL) H.C. PAVEMENT SYMBOL (TYP.) . 11 f 6" STRIPING, SPACING, AND CURB RAMPS SHALL COMPLY WITH THE LATEST STATE OF FLORIDA ACCESSIBILITY CODE & FDOT STANDARD INDEX 17346 NOTE: ALL SIGNS TO USE ACORN BOLTS. *NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. WAWA TYPE F1 CURB NTS EROSION CONTROL DETAILS HANDICAP STRIPING DETAIL NTS FINISH GRADE TOP COVER 0 N 9 0 N 6" MAX. TYP. VERIFY WITH ARCH. PHOTO CONTROL LAMP PREMIUM POLES: IF PROJECT SITE LOCATED WITHIN THE FOLLOWING FLORIDA COUNTIES, THEN THE PREMIUM 0.188 MILL LIGHT POLE WILL BE REQUIRED: SARASOTA CHARLOTTE LEE COLLIER MONROE DADE BROWARD PALM BEACH MARTIN ST. LUCIE BREVARD HANDHOLE W/ COVER MIN. z"0 X 15" L ANCHOR BOLTS 5'-0" TYP. BELOW GRADE (MAYBE 4'-0" FOR SOIL W/ SOIL COHESION 'n 125 PSF NOTE: PROVIDE 6" IDEALSHIELD (WHITE) BOLLARD @ SITE LIGHT @ PARKING SPACED AS DIRECTED BY WAWA PROJECT ENGINEER. FINISH GRADE 3' 0" MIN. 1' 0" MIN. 24"0 SONO TUBE WITH 4 - 6" BARS, VERT. CONDUIT AS REQUIRED #4 TIES @ 6" O.C. MAX.; PROVIDE 4 - #4 TIES @ 3" O.C. AT TOP OF PIER CONCRETE CURB NOTE: THIS DETAIL IS NOT CERTIFIED. FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO PROVIDE SHOP DRAWINGS CERTIFIED BY STRUCTURAL ENGINEER. PLACEMENT: POLE SHALL BE PLACED AT PARKING STRIPE AT HEAD OF SPACE. LIGHT POLE WITH STANDARD ANCHORING DETAIL NTS REV. JULY 28, 2016 EXISTING PAVED ROADWAY MATCH EXIST. GRADE i, 41111111,01111,0111•011111.001401.0 MOW 1i x v F 0 CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE B TEMPORARY PIPE CULVERT AS NEEDED 50' MIN OR AS DEEMED NECESSARY TO ACCOMODATE ANTICIPATED CONSTR. VEHICLE USAGE. PLAN VIEW 12' MIN WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC CRUSHED AGGREGATE GREATER THAN 3 INCHES BUT SMALLER THAN 6 INCHES FILTER FABRIC ORIGINAL GRADE NOTES: 1. CONTRACTOR TO PROVIDE A MINIMUM OF 1 STABILIZED ENTRANCE. 2. ALL OTHER STATE AND LOCAL JURISDICTION TO BE CONTRACTED AND ADHERED TO. STABILIZED CONSTRUCTION ENTRANCE / EXIT (TYPE 1) NTS Y. 12 INCHES MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION VIEW in 1• WAWA GENERAL DETAILS n � 3" 5' MIN VARIES STANDARD SPACING 1 HANDICAP SPACE CONFIGURATION 2 HANDICAP SPACE CONFIGURATION 3 HANDICAP SPACE CONFIGURATION f 10 3/4" •5'U TYP 10' 10' 5' TYP •� - 2'-11 1/2" (TOP OF PIPE) - VARIES SLOPE TOWARDS ASPHALT f 10" PVC SLEEVE 1' 6" 6" BOLLARD W/ COVER ALL STD STRIPE TO BE YELLOW f► 5.5' 4' - 10' 12' 4' 5' 4' TYP 5.5' f► 5.5' fr- 0 0-0_ 0 5' TYP 4' 4' f► 5.5' 3' 5 5- 3' f► 5.5' `r AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONCRETE 0 V. \ V. \ \ - 10' -.--•- 12' -\ f 5' 5' TYP 4' 4' f► 5.5' 3' 5 5- 3' f► 5.5' `r AIR SPACE, AISLE, AND ADJACENT SPACE TO BE 6" CONCRETE 0 NOTE: ALL DIMENS ONS MEASURED TO CENTER OF BOLLARD. BOLLARD SPACING IS 5' UNLESS OTHERWISE NOTED. BOLLARD SPACING/DIMENSION DETAIL NTS 1 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 4" TOPSOIL CONCRETE ENCASEMENT 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH TOPSOIL 6" COMPACTED PEA GRAVEL BED CENTER OF BOLLARD 9" MIN. FROM EDGE OF POUR 118"-1 AUGER BORE LANDSCAPED AREAS 9" FACE OF SIDEWALK ADJACENT SURFANCE CONCRETE ENCASEMENT SUBGRADE PEA GRAVEL 1" PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT 1" BELOW FINISHED SIDEWALK ELEVATION 6" COMPACTED PEA GRAVEL BED 18" AUGER AUGER BORE CONCRETE AREAS " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT 4" YELLOW CURB 24" 06 °48"W CONCRETE PAD \ X 36"D X 6"H I� 8" • Ty) 32" PLAN VIEW AIR PUMP STAND 9.75" 4' FRONT ELEVATION EXCEL AIR MACHINE MODEL #SCO5 BOLLARD (TYP.) (SEE DETAIL) CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB 15.37" REV. JULY 28, 2016 ADA CONSTRAINED DIMENSION 10" MAX 1/- 10" F� 4_ BOLLARD (TYP.) (SEE DETAIL) ASPHALT 3" SIDE ELEVATION 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN 10' 11' 5' �I AIR PARKING SPACE DETAIL NTS DUMPSTER AREA SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL DESIGN. HEAVY DUTY CONCRETE PAVEMENT CUT 1" BELOW FINISHED SIDEWALK ELEVATION CONCRETE & SUBBASE VARYING THICKNESS SUBGRADE PEA GRAVEL 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 6" COMPACTED PEA GRAVEL BED 1-. 18" - AUGER BORE BITUMINOUS AREAS CONCRETE ENCASEMENT • 4" YELLOW 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS io OO TRASH D COMPOUND -1 D 6► u O. 0 DUMPSTER CONCRETE APRON NTS 1 " BELOW FINISH INTO SEALANT 10" SCH. 40 PVC SLEEVE 1" SIKAFLEC 1C SL SEALANT 3" NON SHRINK GROUT PEA GRAVEL 6" SCH. 80 STEEL PIPE GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH FINISH BITUMINOUS ELEVATION SUBGRADE PEA GRAVEL BOLLARD DETAIL PVC SLEEVE CUT FLUSH WITH FINISH ELEVATION OF BITUMINOUS/TOPSOIL PEA GRAVEL BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE 10" SCH. 40 PVC SLEEVE BITUMINOUS COVER EMBEDDED 1 " INTO SEALANT 1r - 1 7,r,;., 11 3" NON SHRINK GROUT 1" SIKAFLEC 1C SL SEALANT 4" TOPSOIL LANDSCAPED CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS NTS T.O.C. 00 00 NTS 20" -I 8.5" MADE OF ROLLED ALUMINUM: STANDARD LENGTHS: STANDARD HEIGHT: INSTALLATION OPTIONS: FINISHING OPTIONS: MANUFACTURED BY: EMERGENCY FUEL PUMP SHUT-OFF 53.5" 1 1/2" SCHEDULE 40 ALUMINUM WITH 1 7/8" O.D. 60" SECTION FITS UP TO 5 BIKES 46" SURFACE MOUNT STANDARD CLEAR ANODIZED IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL NTS f2.35"� 1E) Allk VIV Mr W% A'r RAMP WIDTH VARIES CURB DIRECTION OF 0 0, 0 ,0 0 / 0.4" 0.2" 0.9" NOTE: SIDEWALK RAMPS TO MEET ADA, FDOT DESIGN STANDARDS, AND LOCAL SPECIFICATIONS. ADA DETECTABLE CURB WARNING DETAIL ADA DOME TOOL DESIGN - STAMPCRETE INTERNATIONAL. WHITE VINYL CAP STAINLESS BOLTS (TYP.) 10" X 7" WHITE ALUMINUM SIGN WITH RED LETTERS 1 FRONT ELEVATION EMERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE SEPARATE DETAIL. 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH 1 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE PLAN VIEW EMERGENCY PUMP SHUTOFF DETAIL NTS NTS 1 2 W x 0 z 1�1 Fil W W z z w SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING z Q LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA ]VISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: DJE CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa FOR rTHE FERBER OMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONS1 RUC I ION DIETAILS SHEET NUMBER: C e 9 0 \ 2018 \ FLB180057 \ DRAWINGS \ PLAN SETS \FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS & \ \ & \ \ 6. NOTE: ALL DIMENS ONS MEASURED TO CENTER OF BOLLARD. BOLLARD SPACING IS 5' UNLESS OTHERWISE NOTED. BOLLARD SPACING/DIMENSION DETAIL NTS 1 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 4" TOPSOIL CONCRETE ENCASEMENT 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH TOPSOIL 6" COMPACTED PEA GRAVEL BED CENTER OF BOLLARD 9" MIN. FROM EDGE OF POUR 118"-1 AUGER BORE LANDSCAPED AREAS 9" FACE OF SIDEWALK ADJACENT SURFANCE CONCRETE ENCASEMENT SUBGRADE PEA GRAVEL 1" PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 10" SCH. 40 PVC SLEEVE CUT 1" BELOW FINISHED SIDEWALK ELEVATION 6" COMPACTED PEA GRAVEL BED 18" AUGER AUGER BORE CONCRETE AREAS " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE URBAN BRONZE BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT 4" YELLOW CURB 24" 06 °48"W CONCRETE PAD \ X 36"D X 6"H I� 8" • Ty) 32" PLAN VIEW AIR PUMP STAND 9.75" 4' FRONT ELEVATION EXCEL AIR MACHINE MODEL #SCO5 BOLLARD (TYP.) (SEE DETAIL) CONCRETE PAD (SEE STANDARD DUTY CONCRETE DETAIL) CURB 15.37" REV. JULY 28, 2016 ADA CONSTRAINED DIMENSION 10" MAX 1/- 10" F� 4_ BOLLARD (TYP.) (SEE DETAIL) ASPHALT 3" SIDE ELEVATION 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY" SIGN 10' 11' 5' �I AIR PARKING SPACE DETAIL NTS DUMPSTER AREA SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL DESIGN. HEAVY DUTY CONCRETE PAVEMENT CUT 1" BELOW FINISHED SIDEWALK ELEVATION CONCRETE & SUBBASE VARYING THICKNESS SUBGRADE PEA GRAVEL 6" SCH. 80 STEEL PIPE NEOPRENE TAPE 6" COMPACTED PEA GRAVEL BED 1-. 18" - AUGER BORE BITUMINOUS AREAS CONCRETE ENCASEMENT • 4" YELLOW 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS io OO TRASH D COMPOUND -1 D 6► u O. 0 DUMPSTER CONCRETE APRON NTS 1 " BELOW FINISH INTO SEALANT 10" SCH. 40 PVC SLEEVE 1" SIKAFLEC 1C SL SEALANT 3" NON SHRINK GROUT PEA GRAVEL 6" SCH. 80 STEEL PIPE GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS 10" SCH. 40 PVC SLEEVE CUT FLUSH WITH FINISH BITUMINOUS ELEVATION SUBGRADE PEA GRAVEL BOLLARD DETAIL PVC SLEEVE CUT FLUSH WITH FINISH ELEVATION OF BITUMINOUS/TOPSOIL PEA GRAVEL BITUMINOUS PAVING & SUBGRADE CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE 10" SCH. 40 PVC SLEEVE BITUMINOUS COVER EMBEDDED 1 " INTO SEALANT 1r - 1 7,r,;., 11 3" NON SHRINK GROUT 1" SIKAFLEC 1C SL SEALANT 4" TOPSOIL LANDSCAPED CONCRETE ENCASEMENT POURED FLUSH TO SUBGRADE CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS NTS T.O.C. 00 00 NTS 20" -I 8.5" MADE OF ROLLED ALUMINUM: STANDARD LENGTHS: STANDARD HEIGHT: INSTALLATION OPTIONS: FINISHING OPTIONS: MANUFACTURED BY: EMERGENCY FUEL PUMP SHUT-OFF 53.5" 1 1/2" SCHEDULE 40 ALUMINUM WITH 1 7/8" O.D. 60" SECTION FITS UP TO 5 BIKES 46" SURFACE MOUNT STANDARD CLEAR ANODIZED IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL NTS f2.35"� 1E) Allk VIV Mr W% A'r RAMP WIDTH VARIES CURB DIRECTION OF 0 0, 0 ,0 0 / 0.4" 0.2" 0.9" NOTE: SIDEWALK RAMPS TO MEET ADA, FDOT DESIGN STANDARDS, AND LOCAL SPECIFICATIONS. ADA DETECTABLE CURB WARNING DETAIL ADA DOME TOOL DESIGN - STAMPCRETE INTERNATIONAL. WHITE VINYL CAP STAINLESS BOLTS (TYP.) 10" X 7" WHITE ALUMINUM SIGN WITH RED LETTERS 1 FRONT ELEVATION EMERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE SEPARATE DETAIL. 4X4 PRESSURE TREATED POST SLEEVED IN WHITE VINYL CONDUIT BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH 1 " PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE PLAN VIEW EMERGENCY PUMP SHUTOFF DETAIL NTS NTS 1 2 W x 0 z 1�1 Fil W W z z w SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING z Q LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA ]VISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: DJE CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa FOR rTHE FERBER OMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONS1 RUC I ION DIETAILS SHEET NUMBER: C e 9 0 \ 2018 \ FLB180057 \ DRAWINGS \ PLAN SETS \FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS WAWA PLANTER DETAILS REV. JULY 28, 2016 2' STAMPED CONCRETE AS VARIES 2' STAMPED CONCRETE 5' ADA HPALT / j LANDSCAPE (STRIPED) RIVE PLANTER CONI \ISLE PAR A WAWA TYPE B1 CURB 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) SEE LANDSCAPE PLAN FOR LAYOUT OF iiiatvOxt PLANTING AREA RETE KING / / / / /\\ / ///4 ,/ ///N/ /\`‘ 18" 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR SECTION CORNER ISLAND LANDSCAPE DETAIL 4" STAMPED CONCRETE SEE DETAILS FOR PATTERN AND COLOR SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) ASPHALT DRIVE AISLE—\\ 12" WHITE 7 MIN 6' (ADA PATH) — APPROX. LOCATION OF ADA PATH a aa ° WAWA TYPE ErPCURB ° 4 4 a a 5' (ADA PATH) d a 4ada a a 4 d CONCRETE a d 4 a 4 MARKING d 4 a ° a a 4 d 40 ° d0 ° a 4 4 e a a ° 4 4 400,,a411.0_ CONCRETE PARKING l/ :v. Aso, LANDSCAPE PLANTER fit TRUCK LOADING TREE / PALM (AS REQUIRED BY LOCAL JURISDICTION) SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA WAWA TYPE B1 CURB \�\\/\ SECTION WAWA TYPE B1 CURB PARKING ISLAND LANDSCAPE DETAIL NTS CONCRETE PLAN FLUSH SIDEWALK WITH PARKING aCONcRETE, PARKING ° a° d a 4" YELLOW a d ° 4 d a 4 4 a ° SEE LANDSCAPE PLAN FOR LAYOUT OF PLANTING AREA 4" STAMPED CONCRETE WAWA TYPE B1 CURB ASPHALT DRIVE AISLE 18" PLAN 12" HOLE THROUGH CONCRETE AT CENTER OF BOX NOTE: PLANTER DRAINS TO CONNECT TO ROOF DRAIN MANIFOLD. SEE DETAIL. PLANTER BOX DRAINAGE DETAIL NTS NTS d 4 ° 4 4 4 ° ° d a d° d ° 4 ° ad a d WAWA PAVEMENT DETAILS REV. JULY 28, 2016 2" TROWEL EDGE (ONLY WHERE CALLED OUT IN PLANS) " RADIUS (TYP.) 1 1/2 " MIN. s " HAND TOOLED CONTRACTION JOINT SIDEWALK NOTE: CONTRACTION JOINTS TO BE SPACED AT A WIDTH OF WALKWAY OR A MAX. OF 10'. CONTRACTION JOINTS 4" CONCRETE (MIN 3500 PSI) WITH FIBER REINFORCEMENT 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 NOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT CONCRETE SIDEWALK TYPICAL CROSS SECTION CONCRETE SLAB ON GRADE z " SEALTIGHT SNAP CAP (REMOVE AND FILL WITH FUEL -RESISTANT CAULK z LLI W V) 1 " ASPHALT IMPREGNATED OR RUBBER EXPANSION MATERIAL ISOLATION JOINT DETAIL AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING CANOPY COLUMNS, BOLLARDS ETC. 2" TROWEL EDGE (TYP. BOTH SIDES) (ONLY WHERE CALLED OUT IN PLANS) POURED JOINT SEALER " RADIUS (TYP.) =UM MUMMY 1" PREMOLDED ASPHALT IMPREGNATED JOINT FILLER SIDEWALK NOTE: EXPANSION JOINTS TO BE SPACED AT A MAX. OF 30'. EXPANSION JOINTS SIDEWALK DETAILS NTS 6" CONCRETE (MIN 4000 PSI) 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 NOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT STANDARD DUTY CONCRETE PAVEMENT TYPICAL CROSS SECTION NTS PARKING AT BUILDING & AIR PUMP PARKING SPACES CONCRETE SLAB ON GRADE 1/4" MAX. —1 z d 8 4 O 4 a O° 4 O 7a 4 ° ° < ° 4 111 111 111ill 11 111 111 111 t11 1 11111111111111111111 111111111111 PLATE DOWEL (TYP.) (W/ FORM, SPACING AS RECOMMENDED) CONSTRUCTION JOINT DETAIL NOTE: SEE ARCHITECT SPECIFICATIONS FOR COMPLETE CONCRETE DETAILS. CONCRETE JOINT DETAILS PATTERN:"ASHLAR" STAMPED CONCRETE DETAIL NTS 1 " RADIUS ON ALL EDGES VARIES (SEE PLANS) SEE CONCRETE SIDEWALK TYPICAL CROSS SECTION z" NEOPRENE JOINT ASPHALT IMPREGNATED (ADJACENT CURBING & BUILDING - SEE PLANS) NOTE: TO BE CONSTRUCTED PER FDOT INDEX 310 & FDOT SPECIFICATIONS (SECTION 350) SIDEWALK 8" CONCRETE (MIN 4000 PSI) 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 (CONTRACTOR TO EXCAVATE AS REQUIRED AND REPLACE WITH BACKFILL AS SPECIFIED ON PLANS) NOTE: TO BE CONSTRUCTED PER WAWA & FDOT SPECIFICATIONS (SECTIONS 350) AND GEOTECHNICAL ENGINEERING REPORT HEAVY DUTY CONCRETE PAVEMENT TYPICAL CROSS SECTION CANOPY AREA, LOADING ZONE, DUMPSTER APRON & TANK FIELD AREA CONCRETE SLAB ON GRADE 1- SEE PLANS T/4 DEEP SAW CUT JOINT(FILL W/ FUEL RESISTANT CAULK CONTROL JOINT DETAIL NOTES: 1. SEE PAVEMENT SECTION FOR PAVEMENT DETAILS TO BE STANDARD DUTY CONCRETE IN NON -VEHICULAR AREAS. TO MEET CONCRETE CROSSWALK DETAIL FOR CROSSWALKS IF APPLICABLE. 2. FINAL COLOR TO BE COORDINATED WITH WAWA PRIOR TO INSTALLATION. 3. THE STAMPED CONCRETE FIELD IS "ASHLAR" PATTERN. USE INCRETE COLOR -INTEGRATED CONCRETE "DESERT TAN" WITH THE FOLLOWING STEP-BY-STEP TREATMENT: A. 100% BROADCAST DRY SHAKE HARDENER "DESERT TAN", FOLLOWED BY: B. 30%-35% BROADCAST DRY SHAKE HARDENER "COCOA", THEN HARD TROWEL. C. USE RELEASE POWDER "PEACH" IN MOLD. KEEP SOME OF THE COLOR IN GROUT JOINTS AND HIGHLIGHTS. D. USE PENETRATING, NON -GLOSSY SEALER SUCH AS CLEAR SEAL BY INCRETE SYSTEMS NTS NTS JOINT LAYOUT DETAIL STANDARD DUTY ASPHALT PAVEMENT OPTIONS: SELECT ONE. TO BE DETERMINED BY SITE GEOTECHNICAL ENGINEER ❑ FOR SANDY AND GRAVEL SUB -GRADES CAPABLE OF ACHIEVING A LBR OF 10 OR GREATER (SN OF 2.60) 1Z"FDOT SP 9.5 TL -B ASPHALT 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 ❑ FOR CLAY AND SILTY SUB -GRADES CAPABLE OF ACHIEVING A LBR VALUE OF 6 TO 10 (SN OF 3.04) 14" ASPHALT CONCRETE, FDOT 1z"FDOT SP 9.5 TL -B SP 12.5 TL -B ASPHALT 8" BASE MIN LBR-100 \\\ ,. \\ .\\ 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 8" BASE MIN LBR-100 FOR SUB -GRADES CAPABLE OF ACHIEVING A LBR OF LESS THAN 6 (SN OF 3.30) SUBGRADE WITH LESS THAN 6.0 LBR WILL REQUIRE A SPECIFIC SUBBASE AND PAVEMENT DESIGN. BASE: 1. FDOT SHELL ROCK, BANK RUN SHELL, LIMEROCK, CRUSHED CONCRETE OR CEMENT COQUINA BASE. LBR-100 2. BASE TO MEET LOCAL, FDOT, ,GEOTECHNICAL REPORT & WAWA SPECIFICATIONS NOTE: TO BE CONSTRUCTED PER FDOT SPECIFICATIONS (SECTIONS 330, 351, 200, & 160), GEOTECHNICAL ENGINEERING REPORT, AND WAWA SPECIFICATIONS STANDARD DUTY ASPHALT PAVEMENT TYPICAL CROSS SECTION NTS NTS SEE APPROPRIATE ASPHALT SECTION BELOW NTS SEE APPROPRIATE CONCRETE SECTION ABOVE r Ar ft 24" 6" ASPHALT TO CONCRETE TRANSITION DETAIL ISOLATION JOINT AT BUILDING PERIMETER (SEE DETAILS) CONTROL JOINT AT CENTER LINE OF PARKING STALLS PARALLEL TO SIDEWALK/PARKING INTERFACE CONTROL JOINT - SPACING TO BE 15' MAX. CONSTRUCTION JOINT AT SIDEWALK/PARKING INTERFACE (SEE DETAILS) ASPHALT TO CONCRETE TRANSITION HEAVY DUTY CONCRETE NTS 12" FDOT TYPE B STABILIZED SUBGRADE LBR 40, FDOT 160-2 — 7" MAX SEE PETROLEUM PLANS FOR PUMP ISLAND DETAILS \ \ \\4'CENTER CONCRETE //J 5" MIN. PUMP ISLAND GRADING DETAIL MIN 8" HD CONCRETE STABILIZED WITH LIMEROCK PER GEOTECH REQUIREMENTS FOR HEAVY DUTY CONCRETE #5 REBAR STAMPING OPTION TO BE DTERMINED BY CIVIL ENGINEER & WAWA ❑ NOT STAMPED/ COLORIZED ❑ STAMPED, SEE DETAIL FOR PATTERN & COLOR CONCRETE CROSSWALK DETAIL NTS NTS 2 W x 0 SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES ION SERVICES TRANSPORTA ]VISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONS\ RUC TION D IKTAILS SHEET NUMBER: C9O2 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SD0.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS WAWA UTILITY DETAILS REV. JULY 28, 2016 HEAVY DUTY CAST IRON INSPECTION PORT. 6" CAP (BOLTED) W ER IG GA 24" CAST IRON COVER BOLTED (TYP.) 4 24" PROVIDE BUTYL RUBBER SEALANT BETWEEN CASTING AND RISER (TYP.) HEAVY DUTY CAST IRON INSPECTION PORT. 6" CAP (BOLTED) \//!/2 / \ \RIES \\, \, / / / 4 24" CAST IRON COVER BOLTED (TYP.) 15%OFD 2" 2 COATS APPROPRIATE INERT COATING wprowesr 1 m -7 4 SANITARY TEE 24" / \// ,J Co m FINISHED GRADE IV\ATETIGHT GA ET r TI I I I I I I I I I I I I I I I I I I I I I tlit►I •I •I II•-•I•I•II•I•I•I•I•I•• IPA -OP IP . IP • .. . . . . . . . . . ..1..1..1..111111."�61111.11111.11111.11111.11111.11111.1111.11111.1111ii4 I Iitit IFfit I IFfit -010, I IFfit I I I I I I I I I 1-0400P10, I I I I I I I FLOW NOTE: 1250 GALLON (2 COMPARTMENT) TANK GREASE TRAP DETAIL 24" x 24" 4000 PSI CONCRETE PAD FINISHED GRADE TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQUIRED PER GRADING PLAN NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. ONE WAY CLEAN-OUT FLOW FLOW NTS 24" x 24" 4000 PSI CONCRETE PAD 8" J FINISHED GRADE TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQUIRED PER GRADING PLAN NOTE: SEE SPECIFICATIONS FOR APPROVED BEDDING MATERIAL. TWO WAY CLEAN-OUT CLEAN OUT DETAIL NTS FLOW #5' SN\ /\/ / \ ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 6" FROM THE BOTTOM OF THE GREASE TRAP. TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN CROSS SECTION. TANK IS 5000 PSI CONCRETE -STEEL REINFORCED (@ 28 DAYS) CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2, ASTM A615 AND A185 -DIMENSION: 10'7" INTERIOR/ 11'7" EXTERIOR LENGTH x 5'2" INTERIOR/ 6'2"" EXTERIOR WIDTH NOTES: 1) WHEN LOCATED IN DRIVEWAYS OR PAVED AREAS, GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING CONDITIONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS -20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 3) GREASE TRAP SHALL BE PROVIDED WITH GAS-TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD SPECIFICATIONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALL HAVE 2 COATS OF COAL TAR EPDXY. 6) SPECIFIC SEALANT DETAIL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATERTIGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUTYL RUBBER SEALANT (KENT SEAL #2 OR APPROVED EQUIVALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED WITH NON -SHRINK GROUT IN CONFORMANCE WITH THE TOWNSHIP STANDARD GREASE TRAP DETAIL. 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FILLING FOR 24 HRS. TO SOAK, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WITH MASTIC TAPE (KENT SEAL OR APPROVED EQUIVALENT) SEALANT. 9) MAXIMUM EARTH COVER=5.0', HS -20 LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS. 4" CONCRETE MINIMUM FLOW' a 12"M'N 2 as ATYP) ° 4 4 d p 4 a 4 4 G 4 d « 4 d C 4 Od a 4 dd a d 4 124MIN (fYP) 4< a 4 4 d ,1 } BACKFLOW PREVENTER PER NOTE: TAMPER SWITCH TO MEET LOCAL JURISDICTION. CONTRACTOR TO PROVIDE CONDUIT TO BUILDING FOR TAMPER SWITCH AND B.A.S. JURISDICTIONAL REQUIREMENTS FIRE LINE BACKFLOW PREVENTER PAD DETAIL NTS WAWA DRAINAGE DETAILS MIN. 3/4" GAP 6" WHITE PVC OR AS SHOWN ON PLAN 4 glommob *poi 4" DOWN SPOUT d 4 O O 4 PIPE TO BE CUT 1" ABOVE GRADE ROOF DRAIN CONNECTION DETAIL NTS 1 IL�� Ii 4" 1 4 1 MINIMUM 12" HDPE N-12 W.T. ROOF LEADERS REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND QUANTITY OF ROOF LEADERS OVERHANG LEADERS O REV. JULY 25, 2018 MINIM N-12 W NOTES: 1. ENGINEER TO SPECIFY ACTUAL PIPE SIZE PER HYDRAULIC CALCULATIONS. 2. SITE CONTRACTOR TO BUILD LINES TO INDIVIDUAL WYE FITTINGS. 3. PLANTER DRAINS ARE TO CONNECT TO MANIFOLD. UM 8" HDPE .T. MINIMUM 6" HDPE N-12 W.T. ROOF DRAIN MANIFOLD DETAIL NTS L—( L 1 01 FRONT ELEVATION N.T.S STU2 ESTU1 CSTN2) i \ i sem— mmom=m,=...=MME EmM T.O. WALL / 9, - 0," T.O. MASONRY 8'-8" T.O. FLOOR SLAB 0'_0" T.O. WALL 9'-0" T.O. MASONRY 8'-8" T 0 FLOOR SLAB RIGHT ELEVATION N.T.S STU2 STN1-_�W_=W= ) 'H--` q--` —, ')--c 'S ) —J REAR ELEVATION N.T.S FLSQ17 26'- 8" x 20'- 8" 26'-8" 0'-0" T.O. WALL / 9'-0" T.O. MASONRY 8'-8" T.O. FLOOR SLAB Au 0'-0" (O.A. FOUNDATION) K19 00 N 0 6" BOLLARD TYP. 12'-4" 6" CONC. PAD W/ 6" STONE BASE. SLOPE: 1% // 10" 12'-4" TRASH COMPOUND PLAN & ELEVATIONS // 7" P4 W x 0 z I�1 04 W W z I�1 z SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING z C7 z a LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES SPORTATION SERVICES H r IP1 EVISI:ONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: 1 CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa FOR THE FERBER COMPANY, I N C. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE TM BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONST I'� UCCTION DETAILS SHEET NUMBER: C9O3 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS O POWERWASH 0 HB LIGHT TC DISC D TC DISC o z TC CONTROLS / \ 8' X 10' SHED SONOZAIRE � O O o U, LIGHT MPT TRASH COMPACTO CANE BOLT RECEIVER SLEEVE, TYP. CARDBOARD - RECYCLING CONTAINER - K19 00 N 0 6" BOLLARD TYP. 12'-4" 6" CONC. PAD W/ 6" STONE BASE. SLOPE: 1% // 10" 12'-4" TRASH COMPOUND PLAN & ELEVATIONS // 7" P4 W x 0 z I�1 04 W W z I�1 z SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING z C7 z a LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES SPORTATION SERVICES H r IP1 EVISI:ONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: 1 CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa FOR THE FERBER COMPANY, I N C. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE TM BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONST I'� UCCTION DETAILS SHEET NUMBER: C9O3 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS - 1' RADIUS - CONC. CURB (TYP.) SLOPE FLUME TOWARDS CENTER 4" THICK 3,000 PSI CONCRETE O ENERGY DISSIPATING BLOCKS (1'L x 0.5'W x 0.5'H) (TYP.) 3' 4'-4" 0 0 0 z 0 m1 D U < O PLAN V -Tx 4" THICK 3,000 PSI CONCRETE ENERGY DISSIPATING BLOCKS (1'L x 0.5'W x 0.5'H) (TYP.) ISOMETRIC 14 CONCRETE FLUME DETAIL SCALE: NOT TO SCALE CONCRETE CURB PAVEMENT OR SIDEWALK 2' CURB TRANSITION PROFILE VIEW CURB TRANSITION DETAIL NOT TO SCALE NOTES: 1. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O. T-180. 2 HANDICAP RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA GUIDELINES. 3 RAMP WIDTHS FOR CURB RAMP MAY BE REDUCED TO 3' MIN IN RESTRICTED CONDITIONS WHEN APPROVED BY THE ENGINEER. 4 LOWER LANDING NOT REQUIRED AT DRIVEWAYS, PARKING LOTS, OR AREAS WITH PAVEMENT CROSS -SLOPE LESS THAN 2% (0.02). RAMP AND SIDEWALK CURB RAMP WIDTH (4' MIN.) (SEE NOTE 3) A OTHER .>e . DETECTABLE WARNING (SEE DETAIL) , . . .. . . ': ' .1 2' WITHIN FDOT ROW'S 3' OTHERWISE A -2' LANDING (SEE NOTE 4) CURB RAMP "CR -G" DETAIL NOT TO SCALE (PER FDOT INDEX #304) FLOW 24" x 24" 3,300 PSI CONCRETE PAD TO BE PROVIDED IN LANDSCAPED AREAS ONLY FINISHED GRADE TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQ'D PER GRADING PLAN See Specifications for approved bedding material. ONE-WAY CLEAN-OUT DETAIL NOT TO SCALE FLOW 24" x 24" 3,300 PSI CONCRETE PAD TO BE PROVIDED IN LANDSCAPED AREAS ONLY FINISHED GRADE TOP SECTION VALVE BOX (CAST IRON) PIPE SIZE & CLASS AS REQ'D PER GRADING PLAN See Specifications for approved bedding material. FLOW TWO-WAY CLEAN-OUT DETAIL (USE WITHIN 5' OF BUILDING ONLY) NOT TO SCALE GRADE GRADE T MAINTAIN TRENCH WIDTH 1' ABOVE -. TOP OF PIPE MAXIMUM WATER LEVEL ALLOWABLE DURING CONSTRUCTION BEDDING MATERIAL PROVIDE SAFE TRENCH SLOPE PER OSHA REQUIREMENTS OSEE NOTE 6 PIPE O.D. TRENCH WIDTH 8" MAX. LAYERS OR APPROVED METHOD TO ACHIEVE 98% COMPACTION 6" MAX. LAYERS TO ACHIEVE 98% COMPACTION HAUNCHING ZONE UNDISTURBED SOIL NOTES: 1. WHERE SOIL CONDITIONS CAN NOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED MEANS OF CONSTRUCTION. 2. BEDDING MATERIAL SHALL CONSIST OF WELL GRADED ASTM C33 #67 ROCK (3/4" TO No.4) AND BE PLACED TO SPRING LINE OF PIPE. 3. BACKFILL MATERIAL SHALL BE FREE OF MUCK, STUMPS, ROOTS, ROCKS OR OTHER MATERIAL UNACCEPTABLE TO ENGINEER. 4. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 5. REFER TO SPECIFICATIONS FOR EXCAVATION IN MUCK OR OTHER UNSUITABLE MATERIAL. 6. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 7. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL (WITHIN 12" OF TOP OF PIPE). 8. THOROUGHLY WORK IN AND TAMP THE BEDDING MATERIAL IN THE HAUNCHING ZONE BEFORE PLACING AND COMPACTING REMAINDER OF BACKFILL. TRENCH DETAIL NOT TO SCALE i 8" 6" Efr 2"R ASPHALTIC CONCRETE SURFACE SLOPE (SEE PLAN) z 0 w w (n FDOT TYPE 'D' CURB NOT TO SCALE (PER FDOT INDEX #300) z 0 w w EDGE OF DETECTABLE WARNIN N < 2„ 1.6" MIN 2.4" MAX. .1 -< bbVo -o 0 0 -0 0 0 0 0 0 0 0 ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. 0.9" MIN 1.4" MAX. TRUNCATED DrME BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. PLAN VIEW 0.2" ± 0.02" INTEGRAL DOME THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. TRUNCATED DOME 2 FT WITHIN FDOT ROW'S 3 FT OTHER LOCATIONS ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) FROM THE BACK OF CURB WITHIN FDOT ROW'S AND 30 INCHES (610 mm) FROM THE BACK OF CURB AT ALL OTHER LOCATIONS. CURB RAMP DETECTABLE WARNING DETAIL NOT TO SCALE (PER FDOT INDEX #304) U.S.FOUNDRY FRAME & GRATE NO. 4155-6209 (OR APPROVED EQUAL) RIM. ELEV.= (SEE PLAN) GROUT BRICK TO GRADE (2) COURSES MINIMUM (4) COURSES MAXIMUM BRICK TO BE RED ROMAN W/ NO HOLES PLAN HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. STANDARD HOOKS TIED UNDER BASE STEEL TYPE "A„ "C" T (GAUGE) H (IN) 4' ROUND CB 4'-0" 0 4' ROUND CB 4'-0" 0 8" 8" # 4 @ 12" C.C.E.W. # 4 @ 12" C.C.E.W. 6'-4"121 5' ROUND CB 5'-0" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 12" C.C.E.W. 7'-4" 0 6' ROUND CB 6'-0" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 8'-4" 0 7' ROUND CB 7'-0" 0 8" 8" # 5 @ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 9'-4" 0 8' ROUND CB 8'-0" 0 10" 10" 2- W.W.M. w/ # 4 @ 12" C.C. VERT # 5 @ 6" C.C.E.W. 10'-8" 0 A A ADDITIONAL REINFORCING BARS - U PLAN SECTION A -A TYPE "A„ "C" T (GAUGE) H (IN) 4' ROUND CB 4'-0" 0 8" 5'-4" 0 # 4 @ 6" C.C.E.W. 5' ROUND CB 5'-0" 0 8" 6'-4" 0 # 5 @ 8" C.C.E.W. 6' ROUND CB 6-0" 0 8" 7'-4" 0 # 5 @ 6" C.C.E.W. 7' ROUND CB 7'-0" 0 8" 8'-4" 0 # 5 @ 6" C.C.E.W. 8' ROUND CB 8'-0" 0 10" 9'-8" 0 #5@ 6" C.C.E.W. PRECAST CIRCULAR CATCH BASIN DETAIL NOT TO SCALE 6" 1'-6" 2'-0" TYPE F PM - FDOT TYPE "F" CURB & GUTTER NOT TO SCALE NEOPRENE GASKET (SEE NOTE #3) SIDE VIEW I SOLID TOP (SEE NOTE #1) w PIPE DIA. W1 (IN) W2 (IN) T (GAUGE) H (IN) 15" 21" 21" 16 VARIES 18" 24" 24" 16 VARIES 21" 30" 30" 16 VARIES 24" 30" 36" 16 VARIES 30" 36" 42" 14 VARIES 36" 42" 48" 14 VARIES 42" 48" 54" 14 VARIES 48" 54" 60" 14 VARIES 54" 60" 66" 14 VARIES 1. RECTANGULAR STRUCTURE 2. ROUND STRUCTURE OPEN BOTTOM SEE NOTE 7. FRONT VIEW 3" x 1/8" FLAT BAR TOP AND SIDES CONTINUOUS WELD WITH 1/2" MOUNTING HOLES 1/2 ROUND CORRUGATED ALUMINUM PIPE TYP. NEOPRENE GASKET TYP. (SEE NOTE #3) TOP VIEW RECTANGULAR STRUCTURE NOTES: 1. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPE SHALL BE WELDED TO CLOSE OPENING AT THE TOP. 2. THE BOTTOM ELEVATION OF THE POLLUTION RETARDANT BAFFLE MUST BE AT LEAST 2' BELOW CONTROL ELEVATION. 3. NEOPRENE ADHESIVE BACKED GASKET, OR APPROVED EQUAL (1" x 2") SHALL BE INSTALLED ON THE SIDES AND TOP OF ALL BAFFLES. 4. POLLUTION RETARDANT BAFFLE TO BE FASTENED IN PLACE WITH 3/8"x4" STAINLESS STEEL "RED HEADS", OR APPROVED EQUAL. 5. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION RETARDANT BAFFLE AT EACH CONNECTION POINT TO A CATCH BASIN (SEE EXFILTRATION TRENCH DETAIL). 6. FIBERGLASS BAFFLES ARE NOT PERMITTED. 7. MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO EASE INSTALLATION IN ROUND STRUCTURES. SPACING TO MATCH HOLES IN FLAT BARS. TOP VIEW ROUND STRUCTURE POLLUTION RETARDANT BAFFLE DETAIL NOT TO SCALE U.S. FOUNDRY RING AND COVER, DRAWING No. 420-C (OR APPROVED EQUAL) GROUT U w U BRICK TO GRADE (2) COURSES MINIMUM (4) COURSES MAXIMUM BRICK TO BE RED ROMAN W/ NO HOLES HOLES FOR PIPING SHALL BE 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT TIME OF FABRICATION. STANDARD HOOKS TIED UNDER BASE STEEL SECTION A -A PLAN TYPE "A" "B• "C" 4' MH 4'-0" 0 8" 4' MH 4'-0" 0 8" 8" # 4 @ 12" C.C.E.W. 8" # 4 @ 12" C.C.E.W. 6-4" 0 5' MH 5'-0" 0 8" 8" # 5 @ 12" C.C.E.W. 5 @ 6" C.C.E.W. # 5 @ 12" C.C.E.W. 7'-4" 0 6' MH 6'-0" 0 8" 8" # 5 @ 12" C.C.E.W. 10" # 5 @ 6" C.C.E.W. 8'-4" 0 7' MH 7'-0" 0 8" 8" # 5@ 12" C.C.E.W. # 5 @ 6" C.C.E.W. 9'-4" 0 8' MH 8'-0" 0 10" 10" 2-W.W.M. w/ 4 @ 12" C.C. VERT # # 5 @ 6" C.C.E.W. 10'-8" 0 A A ADDITIONAL REINFORCING BARS - SIZE "H" U PLAN SECTION A -A TYPE 4' MH 4'-0" 0 8" 6-4" 0 # 4 @ 6" C.C.E.W. 5' MH 5'-0" 0 8" 6-4" 0 # 5 @ 8" C.C.E.W. 6' MH 6-0" 0 8" T-4"0 # 5 @ 6" C.C.E.W. 7' MH 7'-0" 0 8" 8'-4" 0 # 5 @ 6" C.C.E.W. 8' MH 8'-0" 0 10" g-8"0 # 5 @ 6" C.C.E.W. PRECAST CIRCULAR MANHOLE DETAIL NOT TO SCALE W x C z SITE CIVIL AND CONSULTING ENGINEERING SUSTAINABLE DESIGN ITTING SERVICES W T[2ANSPORTATION SERVICES 6 0 0 !b13, 00 of �o 29 t:;4! WNz waw aw _wo TA: U � a� 0 i REVISIONS • REV DATE COMMENT BY J 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE -o OO H LEO' ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONSTRUCTION DE1 AILS SHEET NUMBER: C9O4 H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES ;ONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION ILER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © 2018 BOHLER ENGINEERING PROPERTY LINE CHECK VALVE 24" VALVE BOX (RESIDENTIAL) METER BOX PRESSURE TEST LIMIT 2" BLOCK VALVE LOCKABLE DEVICE (TYP.) FLANGE OR UNION 12" SPOOL PIECE BACKFLOW PREVENTER ro 8 CONCRETE COLLAR I. PAVEMENT M 414,.- trwp 7,1,7,1•x•-•:-::•-•::•-1-7.-1-7 •:.: -••�- _� -- — - Wir M •oi-.o.ioy-o••-<<: III�III�I�I _---_ METER �#II_�_ II ISI I� I RI W I�I�I�I�III�II,� N p = J _ 24" 24" — - . �111.mmm■ ��— MIN. MIN. Q g b METER ANGLE STOP (LOCKING TYPE) 3 w > O = _ iv PLAN ISOLATION VALVE 3/4 " OR 1" MIN. SERVICE LINE Z 00 z FINISHED GRADE POLYETHYLENE TUBING SHORT SERVICES O ONLY• Z P o N a w �_ -•-vi-op,- 'sOI'v WI "WI -• 45 7 1 WATER o 33/4 MAIN M w O _ U - 1 " DIA. MIN. SCH. 40 PVC CAST IRON COVER MARKED POUR CONCRETE COLLAR TO "WATER", "SEWER" OR "FIRE" GRADE IN SODDED AREAS TOP OF PAVEMENT 0 Q o gr', o a o ANGLE BALL VALVE AND CAP I I Z W = r VALVE BOX W/ 2" SQUARE TYP. OF 2)♦ / / ,., 0*���i0- 4` .:. ', r i � . .' . i OPERATOR NUT .cv,Rrc, xv'. F GROUND LEVEL I iv 4" 1 lli CENTER & SEAL ENDS (TYP) CORP STOP j%/\ . \\ .�/\/\. \��\�/\ r v> %%/\\�\/\\' =��\\�\\/�j\\/�\T/�/ ' \\ %' %\%\%\%\%\%\\% USE ANCHOR COUPLING FIRE HYDRANT GROUND OR PAVEMENT SURFACE MECHANICAL JOINT TEE VARIES PIPING TO BE MECHANICAL JOINT RESTRAINED 4 1/2 " PUMPER NOZZLE FACING AS DIRECTED, AND TWO 2-1/2" HOSE NOZZLES. a 18" MAX 7'- X Lo oo FINISHED GRADE YJYSGr 930MW?i" VALVE SETTING (SEE DETAIL) UN DISTURBE SOIL 6" R.S.G.V. 6" D.I.P. OR PVC C-900 NOTES: 1. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE. Z_ 0 M X ro 5 1/4 " VALVE OPENING UNDISTURBED SOIL 2. THE MODEL COLOR TO BE SAFETY YELLOW, HYDRANT SHALL BE PER OUA REQUIREMENTS. 3. VALVE SHALL BE PLACED ADJACENT TO MAIN, TIED TO TEE. 4. ANCHOR TEES ARE PERMITTED. 5. ALL HYDRANTS SHALL BE TEE'D OFF MAINS. 6. HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS OR BIKEPATHS. 7. MEGALUGS ON ALL FITTINGS. 8. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS PLACED IN SERVICE. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL FIRE HYDRANT ASSEMBLY PAGE No D11 MECHANICAL THRUST RESTRAINT CHART 2 MAIN RUN, in MECHANICAL THRUST RESTRAINT CHART 1 TEE 22 1/2° PIPE 90' BEND 45' BEND 22 1/2' BEND 11 1/4' BEND DEADEND/VALVE DIP 4 SIZE, in PVC DIP PVC DIP PVC DIP PVC DIP PVC DIP 8 4 4 21 16 9 7 5 4 2 2 45 29 4 1 6 28 23 12 10 6 5 3 3 63 40 61 39 8 37 29 16 12 8 6 4 3 83 53 1 12 10 44 35 18 15 9 7 5 4 99 63 10 10 12 51 41 21 17 11 8 5 4 116 74 4 138 14 57 46 24 19 12 10 6 5 132 83 36 24 16 64 51 27 21 13 11 7 5 149 94 40 16 18 70 56 29 24 14 12 7 6 164 104 18 6 20 76 61 32 26 16 13 8 6 179 113 8 1 24 87 70 36 29 18 14 9 7 208 131 161 THRUST RESTRAINT CHART BASED UPON THE FOLLOWING: PVC/DIP PIPE MATERIAL, AS NOTED SP SOIL TYPE (designer to confirm) 1.5 SAFETY FACTOR (minimum) 3 TRENCH TYPE (designer to confirm) 2.5 DEPTH OF BURY, ft (designer to confirm) 150 TEST PRESSURE, psi (minimum) THE MINIMUM LENGTH OF PIPE OUT OF ANY VALVE OR FITTING SHOULD BE 20 LF. FITTINGS NOT SHOWN TO BE CALCULATED UTILIZING THE CRITERIA LISTED ABOVE AND SUBMITTED IN A SHOP DRAWING VALUES SHOWN IN CHART INDICATE LENGTH (LF) OF PIPE TO BE RESTRAINED ON EITHER SIDE OF ITEM LISTED NOTE 1:ANY CONDITION OTHER THAN THOSE LISTED ABOVE (including poly -wrapped DIP) SHALL REQUIRE REVISION OF THE TABLE IN ACCORDANCE WITH EBAA IRON, INC., RESTRAINT LENGTH CALCULATOR (V. 5.4). (http: //www.eboa.com/engineering.htm or http: //rcp.ebaa.com) NOTE 2: THE REVISED CHARTS SHALL BE SUBMITTED TO OUA AS A SHOP DRAWING SUBMITTAL. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 WATER THRUST RESTRAINT PAGE No D50 MECHANICAL THRUST RESTRAINT CHART 2 MAIN RUN, in BRANCH, in TEE 22 1/2° LARGE SIZE SMALL LARGE REDUCER PVC DIP PVC DIP 4 4 1 1 6 4 33 21 6 4 1 1 8 4 60 38 6 6 1 1 8 6 35 22 8 4 1 1 10 4 81 51 8 6 1 1 10 6 61 39 8 8 7 5 10 8 33 21 10 6 1 1 12 4 101 64 10 8 1 1 12 6 85 54 10 10 21 14 12 8 62 39 12 6 1 1 16 4 138 87 12 8 1 1 16 6 126 79 12 12 36 24 16 8 109 68 16 6 1 1 16 12 63 40 16 8 1 1 18 4 154 97 16 16 65 43 18 6 144 91 18 6 1 1 18 8 129 81 18 8 1 1 20 4 171 107 18 18 79 52 20 6 161 101 20 6 1 1 20 8 148 93 20 8 1 1 20 12 113 71 20 20 92 61 24 4 201 127 24 6 1 1 24 6 194 122 24 8 1 1 24 8 183 115 24 24 118 78 24 12 154 97 THRUST RESTRAINT CHART BASED UPON THE FOLLOWING: PVC/DIP PIPE MATERIAL, AS NOTED SP SOIL TYPE (designer to confirm) 1.5 SAFETY FACTOR (minimum) 3 TRENCH TYPE (designer to confirm) 2.5 DEPTH OF BURY, ft (designer to confirm) 150 TEST PRESSURE, psi (minimum) THE MINIMUM LENGTH OF PIPE OUT OF ANY VALVE OR FITTING SHOULD BE 20 LF. FITTINGS NOT SHOWN TO BE CALCULATED UTILIZING THE CRITERIA LISTED ABOVE AND SUBMITTED IN A SHOP DRAWING VALUES SHOWN IN CHART INDICATE LENGTH (LF) OF PIPE TO BE RESTRAINED ON EITHER SIDE OF ITEM LISTED NOTE 1:ANY CONDITION OTHER THAN THOSE LISTED ABOVE (including poly -wrapped DIP) SHALL REQUIRE REVISION OF THE TABLE IN ACCORDANCE WITH EBAA IRON, INC., RESTRAINT LENGTH CALCULATOR (V. 5.4). (http: //www.ebaa.com/engineering.htm or http: //rcp.ebaa.com) NOTE 2: THE REVISED CHARTS SHALL BE SUBMITTED TO OUA AS A SHOP DRAWING SUBMITTAL. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 WATER THRUST RESTRAINT PAGE No D51 MECHANICAL THRUST RESTRAINT CHART 2 MAIN RUN, in BRANCH, in TEE 22 1/2° LARGE SIZE SMALL SIZE REDUCER PVC DIP PVC DIP 4 4 1 1 6 4 22 14 6 4 1 1 8 4 40 25 6 6 1 1 8 6 23 15 8 4 1 1 10 4 54 34 8 6 1 1 10 6 41 26 8 8 1 1 10 8 22 14 10 6 1 1 12 4 68 43 10 8 1 1 12 6 57 36 10 10 1 1 12 8 41 26 12 6 1 1 16 4 92 58 12 8 1 1 16 6 84 53 12 12 1 1 16 8 73 46 16 6 1 1 16 12 42 27 16 8 1 1 18 4 103 65 16 16 18 12 18 6 96 61 18 6 1 1 18 8 86 54 18 8 1 1 20 4 114 72 18 18 27 18 20 6 108 68 20 6 1 1 20 8 99 62 20 8 1 1 20 12 75 47 20 20 36 24 24 4 134 85 24 6 1 1 24 6 129 81 24 8 1 1 24 8 122 77 24 24 52 35 24 12 103 65 THRUST RESTRAINT CHART BASED UPON THE FOLLOWING: PVC/DIP PIPE MATERIAL, AS NOTED SP SOIL TYPE (designer to confirm) 1.5 SAFETY FACTOR (minimum) 3 TRENCH TYPE (designer to confirm) 2.5 DEPTH OF BURY, ft (designer to confirm) 100 TEST PRESSURE, psi (minimum) THE MINIMUM LENGTH OF PIPE OUT OF ANY VALVE OR FITTING SHOULD BE 20 LF. FITTINGS NOT SHOWN TO BE CALCULATED UTILIZING THE CRITERIA LISTED ABOVE AND SUBMITTED IN A SHOP DRAWING VALUES SHOWN IN CHART INDICATE LENGTH (LF) OF PIPE TO BE RESTRAINED ON EITHER SIDE OF ITEM LISTED NOTE 1:ANY CONDITION OTHER THAN THOSE LISTED ABOVE (including poly -wrapped DIP) SHALL REQUIRE REVISION OF THE TABLE IN ACCORDANCE WITH EBAA IRON, INC., RESTRAINT LENGTH CALCULATOR (V. 5.4). (http: //www.ebaa.com/engineering.htm or http: //rcp.ebaa.com) NOTE 2: THE REVISED CHARTS SHALL BE SUBMITTED TO OUA AS A SHOP DRAWING SUBMITTAL. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS 8c DETAILS REVISION OCT. 2015 FORCE MAIN THRUST RESTRAINT PAGE No D53 UNDISTURBED EARTH ///\///\/\ s>\//////\//<0\\/ //\\//.///,\\\\\�.\\/\"\ UNDISTURBED EARTH PLAN M.J. FITTING WITH RET. GLANDS ELEVATION //\//\//\/ UNDISTURBED EARTH \ V/\/\1/ \/ \/ \/\/' 101 s UNDISTURBED EARTH OF MAIN -- --- NOTE 1 SEE CHART FOR BLOCK DIMENSIONS PLAN SEE STRAP DETAIL UNDISTURBED / EARTH-- BLOCKING DETAIL FOR VERTICAL SAG N.T.S. M.J. FITTING WITH RET. GLANDS D.I.P. (TYP.) 1" GALVANIZED THREADED STEEL RODS, NUT & WASHER ELEVATION BLOCKING DETAIL FOR VERTICAL CREST N.T.S. NOTES: 1. ANY VOID BETWEEN MAIN AND GRAVITY BLOCK TO BE FILLED WITH GROUT BY CONTRACTOR 2. FITTINGS SHALL BE WRAPPED WITH SUITABLE COVERING TO PREVENT ADHERENCE TO GRAVITY BLOCK. 3. USE MEGALUGS ON ALL FITTINGS. NOTE: THRUST BLOCKS ONLY ON EXISTING LINES AND WHEN PRE -APPROVED BY THE EXECUTIVE DIRECTOR OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 GRAVITY BLOCKS FOR PRESSURE PIPING PAGE No D14 PIPE DIA VERTICAL CREST DEGREE OF BEND 11 1/4° 22 1/2° 45° 90° WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN 6" 36" 16" 18" 36" 24" 24" 48" 28" 30" 54" 36" 36" 8" 48" 20" 20" 48" 30" 24" 54" 36" 36" 60" 46" 48" 12" 54" 24" 30" 54" 36" 40" 66" 48" 48" 72" 60" 60" 24" 72" 48" 48" 76" 60" 66" 96" 72" 84" - - - PIPE DIA VERTICAL SAG DEGREE OF BEND 11 1/4" 22 1/2° 45" 90° WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN 6" 6" 36" - 6" 36" - 18" 36" - 24" 36" - 8" 8" 36" - 12" 36" - 24" 36" - 36" 36" - 12" 18" 36" - 30" 36" - 42" 42" - 54" 48" - 16" 36" 36" - 48" 48" - 60" 60" - 72" 72" - 24" 48" 42" - 60" 54" - 78" 78" - 96" 96" - 36" 60" 54" - 84" 78" - 96" 96" - 120" 120" - MAIN O.D 4"X2 -1/2"X1 STL. GUSSET (4 REQ'D) N J I, 1\ \ \ 1 / L- N 4 PL STRAP DETAIL 1/4"X3" BENT STRAP (GALVANIZED) NOTES: 1. GUSSETS REQ'D FOR 16"0 AND LARGER MAINS. 2. STRAPS WITH GUSSET TO BE GALVANIZED AFTER WELDING. FITTING CLEARENCE HOLE FOR 1"0 ROD (TYP) OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 GRAVITY BLOCKS FOR PRESSURE PIPING PAGE No D14A LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314 OTHER PIPES HORIZONTAL SEPERATION CROSSING (1) JOINT SPACING @ CROSSINGS (FULL JOINT CENTERED) WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN 1 1 12 INCHES IS THE MINIMUM STORM SEWER, STORMWATER FORCE MAIN, 3 FT. MINIMUM EXCEPT THEN FOR STORM SEWER, 6 INCHES IS THE U WATER MAIN RECLAIM WATER (2) MINIMUM PREFERRED AND 12 INCHES IS - WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN VACUUM SANITARY 10 FT. PREFERRED 12 INCHES PREFERRED 6 INCHES MINIMUM WATER MAIN SEWER 3 FT. MINIMUM WATER MAIN ALTERNATE 6 FT. MINIMUM WATER MAIN 12 INCHES IS THE MINIMUM GRAVITY OR PRESSURE SEWER, 10 FT. PREFERRED EXCEPT FOR GRAVITY SEWER, THEN 6 INCHES IS THE WATER MAIN SANITARY SANITARY SEWER FORCEMAIN 6 FT. MINIMUM (3) MINIMUM PREFERRED AND 12 INCHES IS RECLAIM WATER (4) ON-SITE SEWAGE TREATMENT & DISPOSAL 10 FT. MINIMUM --- --- FAC RULE 62-555.314 NOTES: 1. WATERMAIN TO CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES COVER AND 6 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 62-610, F.A.C. NOTES: A. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW 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 WITH MECHANICAL RESTRAINTS (MEGALUG). IN ACCORDANCE WITH OUA STANDARD DETAILS. C. THE DEFLECTION TYPE CROSSING IS PREFERRED. D. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. E. MECHANICALLY RESTRAIN ALL FITTINGS, AS PER MANUFACTURERS RECOMMENDATION AND OUA STANDARD DETAILS. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 WATER MAIN - SANITARY SEWER CONFLICT PAGE No D16 \�//\\\//\/�\// PIPE AND VALVE UNDER CONSTRUCTION NOTES: TEMPORARY BACKFILL TEMPORARY FLUSH PIPE AND 45' BEND 1. UPON COMPLETION OF THE PIPE INSTALLATION FOR ANY SECTION, THE MAINS SHALL BE CANNON FLUSHED TO REMOVE DIRT AND ANY OTHER FOREIGN MATTER BY ACHIEVING A MINIMUM VELOCITY OF 2.5 FEET PER SECOND IN THE PIPE. MAINS MAY BE EITHER TEMPORARILY LAID ABOVE GRADE OR TEMPORARY FITTINGS, PIPE ETC. MAY BE USED TO FACILITATE CANNON FLUSHING. 2. INSTALL A 45' BEND AND ASSOCIATED PIPING AS SHOWN TO DIRECT THE FLUSHING WATER AWAY FROM THE IMMEDIATE WORK AREA AND EXERCISE DUE CARE SO AS TO ENSURE THAT THE WATER USED IN FLUSHING DOES NOT CAUSE A NUISANCE OR INFLICT PROPERTY DAMAGE. 3. BENDS AND PIPING SHALL BE THE SAME SIZE AS THE LINE TO BE FLUSHED. 4. PRIOR TO THE ACTUAL LINE FLUSHING OPERATION. THE CONTRACTOR SHALL PROPERLY NOTIFY THE OUA INSPECTOR OF SUCH INTENDED WATER USE, MINIMUM OF 48 HOURS TO ALLOW COORDINATION WITH WATER PLANT OPERATIONS. 5. NO EXISTING VALVES SHALL BE TURNED ON OR OFF, EXCEPT BY AUTHORIZED OUA PERSONNEL. 6. FLUSHING SHALL NOT BE ACCOMPLISHED WITHOUT THE ACTUAL PRESENCE OF THE OUA INSPECTOR. 7. AFTER THE LINE UNDER CONSTRUCTION HAS BEEN SUCCESSFULLY FLUSHED THE CONTRACTOR SHALL REMOVE THE TEMPORARY PIPING ARRANGEMENT AND PROCEED WITH THE REMAINING CONSTRUCTION AS SPECIFIED. 8. ALL PIPING SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH OUA STANDARDS. THE NUMBER OF PIPE LENGTHS TO BE RESTRAINED SHALL BE PER MANUFACTURERS RECOMMENDATION. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 CANNON FLUSHING AND PIGGING DETAIL PAGE No D24 W x C z SITE CIVIL AND CONSULTING ENGINEERING SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES r REVISIONS • REV DATE COMMENT BY J 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE .o OO H L O O ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONSTRUCTION DE1 AILS SHEET NUMBER: C9O6 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS ASPHALTIC CONCRETE OVERLAY AREA SEE DRAWINGS FOR LIMITS SURFACE REPLACEMENT W+4' - hTOP OF TRENCH WIDTH 12" MIN. NOTES: UNDISTURBED EARTH EXISTING ASPHALT SURFACE BACKFILL TRENCH WITH FLOWABLE FILL UP TO WITHIN 2" OF EXISTING ASPHALT SURFACE BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE AS DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS AROUND AND UP TO 1 FOOT ABOVE PIPE SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3 AASHTO CLASSIFICATION FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OR EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. FLOWABLE FILL FROM A POINT 12" ABOVE TOP OF PIPE TO 2" BELOW EXISTING ASPHALT SURFACE, SHALL BE READY -MIXED FLOWABLE FILL CONSISTING OF PORTLAND CEMENT, AGGREGATES, WATER AND MINERAL MIXTURES IN COMPLIANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 121. 3. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 4. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 5. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 6. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO O.U.A. STANDARDS. 7. SURFACE COURSE SHALL BE F.D.O.T. MIX, TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE EXISTING OR 2", WHICHEVER IS GREATER. 8. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. 9. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS. 10. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 11. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 12. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TRENCH REPAIR DETAILS PAVED AREAS WITH FLOWABLE FILL BACKFILL PAGE No D13B ASPHALTIC CONCRETE OVERLAY AREA SEE DRAWINGS FOR LIMITS SURFACE REPLACEMENT W+4' - h -TOP OF TRENCH WIDTH 11111111111V Air EXISTING BASE // PROPOSED BASE 18" NOTES: UNDISTURBED EARTH EXISTING ASPHALT SURFACE BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR. 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 6. BACKFILL SHALL BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMPERS FOR THE FULL WIDTH OF THE TRENCH AND UP TO THE BOTTOM OF THE ROADWAY BASE. PARTICULAR ATTENTION MUST BE GIVEN TO THE ADEQUATE COMPACTION OF THE HAUNCHES OF THE PIPE. THE BACKFILL SHALL BE COMPACTED TO 98% AASHTO T-180/ASTM D 1557 TAKEN AT THE SPRING LINE, AT ONE FOOT ABOVE THE CROWN OF THE PIPE, AND EVERY FOOT VERTICALLY THEREAFTER. 7. BASE MATERIAL SHALL BE THE SAME TYPE AS THE MATERIALS REMOVED. 8. SURFACE REPLACEMENT SHALL BE F.D.O.T. MIX TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE EXISTING OR 2" WHICHEVER IS GREATER. 9. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. 10. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS. 11. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 12. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 13. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TRENCH REPAIR DETAILS PAVED AREAS PAGE No D13C JURISDICTIONAL LINE (IF APPLICABLE) SILT SCREEN RESTORATION & GRASSING PAYMENT LIMITS 12" MIN. NOTES: UNDISTURBED EARTH BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 12" LOOSE THICKNESS LIFTS. BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCKS AND ROOTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 6. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 7. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 8. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL TRENCH DETAIL PAGE No D13 L SECTION "A -A" NOTES: 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. 3. CHANNELS FOR FUTURE CONSTRUCTION (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND, AND COVERED WITH 1" OF MORTAR. 4. SLOPE MANHOLE WITH A 1:2 SLOPE FROM MANHOLE WALL TO CHANNEL. 5. INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR 4" DEEP. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 FLOW PATTERNS FOR MANHOLE INVERTS PAGE No D30 'p4 W x z SITE CIVIL AND CONSULTING ENGINEERING c7 pc1G4 SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY J 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE .o OO H L E O ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONSTRUCTION DE1 AILS SHEET NUMBER: C9O7 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS 2" TYP. FINISH GRADE UNPAVED SURFACE SEE D-25 FOR STANDARD /- M/H FRAME AND COVER PAVED SURFACE FINISH GRADE UNPAVED SURFACE SEE D-25 FOR STANDARD 2" Tom• M/H FRAME AND COVER PAVED SURFACE !� . r / ����A I inirx, %I /////Iu..•o..uuuwiiii HEAVY DUTY WITH NON C.I. FRAME AND COVER, -PENETRATING PICK HOLES; A Iiiiiii1u.■■.■■■■11////// N x\\`II■■■■■■11 PRECAST GRADE RINGS OR \\N NVQ - m ^ m o SOLID CORE BRICK PLASTERED INSIDE & OUTSIDE w/ 1" OF PORTLAND CEMENT. IF ECCENTRIC CONE, ORIENT WITH VERTICAL FACE CENTERED ON OUTLET SEWER 24" MIN. L�\� C 1 i �' .t°3 PRECAST GRADE RINGS OR\NII___.__11\N SOLID CORE BRICK PLASTERED INSIDE & OUTSIDE w/ 1" OF PORTLAND CEMENT. Z 24" MIN. 6 ii lit\Nl •JC . 0 "' < 0o MINIMUM WEIGHT 334 POUNDS; oliiiii + -II ❑ ❑ ❑S ❑ ❑ R EH SNEI �1 1-PRECAST MANHOLES SHALL COMPLY WITH ASTM C 478, w LATEST REVISION, UNLESS OTHERWISE NOTED w MANHOLE JOINT SHALL I ' w > w o m PRECAST MANHOLES SHALL ~ COMPLY WITH ASTM C 478, w LATEST REVISION, UNLESS OTHERWISE NOTED Q LA MANHOLE JOINT SHALL 1' w a > m �� . �� N. 0 COMPLY WITH ASTM C 443, 0 COMPLY WITH ASTM C 443, ,1 F LATEST REVISION w4 AT 12" 0.C.E.W. (MIN.) �t _ u ° Z ° e w H LATEST REVISION w04 AT 12" O.C.E. W. (MIN.) c l� e.° ao e ° o W J ,' D" 'b °' °7 w PLAN N 0 T E S: MAX. / PAVED SURFACE FINISH GRADE FINISH 1'-0" T NEOPRENE GASKET ° 1"/FT. °° NEOPRENE GASKET MAX. "° SLOPE 1"/FT.SLOPE ° ° ° 0 t e,e O - a" MIN. BOTTOM RISER SECTION AND BASE SLAB MIN. o BOTTOM RISER SECTION AND BASE SLAB 1. SEWER RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES. 2. SER OR RAINSOUTH GUARDSWEST SHALLPACKING AND BE AS MANUFACTURSEALS,INC., EDOR BYAPPROVED FOSROC-PRECOEQUAL. INDUSTRIES, �r `° TO BE MONOLITHICALLY POURED -u- TO BE MONOLITHICALLY POURED 22 3 / 4' UNPAVED SURFACE 2" TYP. I I ° ° ° n e o ,, e 000, °. . °. °. e. a � e I PSI CONCRETE PIPE SUPPORT ° 0 0 0 ° p ° 0 0 ° ° 0 0 0 0 0 00 0 o ° 0 ° ° ° 0 ° ° 0 6" MIN. 2500 PSI CONCRETE PIPE SUPPORT o 0 0 0 0 0 00 0 0 0 0 0 0 0 0 q2500 1 0 0l 00 0 0 0 0° a 0 6" MIN. AT 12" O.C.E. W. (MIN.) 6 " 6" 3" CLEAR - 6" 6" l GRAVEL 21" AT 12" O.C.E. W. (MIN.) 6" 6" 3" CLEAR J 6" 6" \ i4 GRAVEL 25 1/4" 4' DIA. (MIN.) MIN. MIN. MIN. MIN. NOTES: 36" SECTION RAIN GUARD 4' DIA. (MIN.) MIN. MIN. MIN. MIN. NOTES: NOTES: 1. PRECAST CONCRETE TYPE II 4000 P.S.I. 2. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) WITH GROUT INSIDE AND OUTSIDE. 3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING GROUT. 4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM (SEE DETAIL). 5. LIFT HOLES ARE PERMITTED AND SHALL BE SEALED AFTER PLACEMENT OF RISER. 6. ALL PIPE HOLES SHALL BE PRECAST OR CORE -DRILLED. 7. APPROVED RUBBER BOOTS MUST BE USED WITH PVC PIPE. 8. INSIDE DROPS SHALL NOT EXCEED 2.0 FEET. 9. COAT INTERIOR & EXTERIOR WITH 2 COATS COAL TAR EPDXY, OR PRO -TECH COATING, 8 mil. MIN. DRY FILM THICKNESS EACH COAT OR OUA APPROVED EQUAL. 1. PRECAST CONCRETE TYPE II 4000 P.S.I. 2. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) WITH GROUT INSIDE AND OUTSIDE. 3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING GROUT. 4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM (SEE DETAIL). 5. LIFT HOLES ARE PERMITTED AND SHALL BE SEALED AFTER PLACEMENT OF RISER. 6. ALL PIPE HOLES SHALL BE PRECAST OR CORE -DRILLED. 7. APPROVED RUBBER BOOT MUST BE USED WITH PVC PIPE. 8. INSIDE DROPS SHALL NOT EXCEED 2.0 FEET. 9. COAT INTERIOR & EXTERIOR WITH 2 COATS COAL TAR EPDXY, OR PRO -TECH COATING, 8 mil. MIN. EACH DRY FILM THICKNESS COAT OR OUA APPROVED EQUAL. 1. A WATER -TIGHT MANHOLE "RAIN GUARD" INSERT SHALL BE INSTALLED IN ALL MANHOLES. 2. A 3'X3'X6" CONCRETE COLLAR SHALL BE INSTALLED WHERE MANHOLE IS INSTALLED IN UNPAVED AREAS 3. "SANITARY SEWER" FOR WASTEWATER APPLICATIONS. 4. "WATER" FOR WATER APPLICATIONS. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS 8c DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 STANDARD MANHOLE FRAME AND COVER PAGE No D25 REVISION OCT. 2015 STANDARD MANHOLE (CONCENTRIC CONE) PAGE No D27 REVISION OCT. 2015 STANDARD MANHOLE (ECCENTRIC CONE) PAGE No D27A REVISION OCT. 2015 MANHOLE RAIN GUARD PAGE No D28 ASPHALTIC CONCRETE OVERLAY AREA SEE DRAWINGS FOR LIMITS SURFACE REPLACEMENT W+4' - hTOP OF TRENCH WIDTH 12" MIN. NOTES: UNDISTURBED EARTH EXISTING ASPHALT SURFACE BACKFILL TRENCH WITH FLOWABLE FILL UP TO WITHIN 2" OF EXISTING ASPHALT SURFACE BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE AS DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS AROUND AND UP TO 1 FOOT ABOVE PIPE SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3 AASHTO CLASSIFICATION FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OR EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. FLOWABLE FILL FROM A POINT 12" ABOVE TOP OF PIPE TO 2" BELOW EXISTING ASPHALT SURFACE, SHALL BE READY -MIXED FLOWABLE FILL CONSISTING OF PORTLAND CEMENT, AGGREGATES, WATER AND MINERAL MIXTURES IN COMPLIANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 121. 3. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 4. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 5. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 6. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO O.U.A. STANDARDS. 7. SURFACE COURSE SHALL BE F.D.O.T. MIX, TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE EXISTING OR 2", WHICHEVER IS GREATER. 8. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. 9. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS. 10. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 11. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 12. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TRENCH REPAIR DETAILS PAVED AREAS WITH FLOWABLE FILL BACKFILL PAGE No D13B ASPHALTIC CONCRETE OVERLAY AREA SEE DRAWINGS FOR LIMITS SURFACE REPLACEMENT W+4' - h -TOP OF TRENCH WIDTH 11111111111V Air EXISTING BASE // PROPOSED BASE 18" NOTES: UNDISTURBED EARTH EXISTING ASPHALT SURFACE BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR. 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 6. BACKFILL SHALL BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMPERS FOR THE FULL WIDTH OF THE TRENCH AND UP TO THE BOTTOM OF THE ROADWAY BASE. PARTICULAR ATTENTION MUST BE GIVEN TO THE ADEQUATE COMPACTION OF THE HAUNCHES OF THE PIPE. THE BACKFILL SHALL BE COMPACTED TO 98% AASHTO T-180/ASTM D 1557 TAKEN AT THE SPRING LINE, AT ONE FOOT ABOVE THE CROWN OF THE PIPE, AND EVERY FOOT VERTICALLY THEREAFTER. 7. BASE MATERIAL SHALL BE THE SAME TYPE AS THE MATERIALS REMOVED. 8. SURFACE REPLACEMENT SHALL BE F.D.O.T. MIX TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE EXISTING OR 2" WHICHEVER IS GREATER. 9. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. 10. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS. 11. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 12. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 13. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TRENCH REPAIR DETAILS PAVED AREAS PAGE No D13C JURISDICTIONAL LINE (IF APPLICABLE) SILT SCREEN RESTORATION & GRASSING PAYMENT LIMITS 12" MIN. NOTES: UNDISTURBED EARTH BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 12" LOOSE THICKNESS LIFTS. BACKFILLED & COMPACTED TO 98% MAX. DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCKS AND ROOTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND OR OSHA. 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 6. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 7. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH CONNECTION. 8. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL TRENCH DETAIL PAGE No D13 L SECTION "A -A" NOTES: 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. 3. CHANNELS FOR FUTURE CONSTRUCTION (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND, AND COVERED WITH 1" OF MORTAR. 4. SLOPE MANHOLE WITH A 1:2 SLOPE FROM MANHOLE WALL TO CHANNEL. 5. INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR 4" DEEP. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 FLOW PATTERNS FOR MANHOLE INVERTS PAGE No D30 'p4 W x z SITE CIVIL AND CONSULTING ENGINEERING c7 pc1G4 SUSTAINABLE DESIGN ITTING SERVICES T[2ANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY J 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJE CAR 08/29/2018 AS NOTED SDO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE .o OO H L E O ENGINEERIING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONSTRUCTION DE1 AILS SHEET NUMBER: C9O7 C H:\2018\FLB180057\DRAWINGS\PLAN SETS\FLB180057SDO.DWG PRINTED BY: DELIAS 12.03.18 @ 12:50 PM LAST SAVED BY: DELIAS o B OH L E ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 ) FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 EASEMENT, R/W OR PROPERTY UNE 6"x4" WYE 2'x4" CONCRETE PAD PLUG & SEAL CLEAN-OUT WITFI INVERTED PLUG FLUSH WITH CONCRETE S-0" MIN. 6"x4" WYE 8"x6" P.V.C. TEE -WYE 2.x2.x4" CONCRETE PAD 4" MIN. INDIVIDUAL HOUSE CONNECTION CLEAN-OUT WITH INVERTED PLUG FLUSH WITH CONCRETE ALL ENDS TO BE PLUGGED & SEALED w/sTD. STOPPERS OR PLUGS \-PROPERTY LINE 11 1-71 1 ///'1111E7Tri'l PLA\ P.V.C. BEND AS REQUIRED 8"x6" P.V.C. TEE -WYE TRENCH C OF MAIN SEWER. vz- EASEMENT, R/W OR PROPERTY LINE 2)(2.x4" CONCRETE PAD LEAN -OUT WITH INVERTED PLUG FLUSH WITH CONCRETE 4" 45* BEND A EASEMENT, R/W OR PROPERTY LINE 6" X 6" X 4" X 4" STD. P.V.C. DOUBLE Y BRANCH 2'x2'x4" CONCRETE PAD 4" MIN. INDIVIDUAL HOUSE CONNECTION CLEAN-OUT WITH INVERTED PLUG FLUSH WITH CONCRETE EASEMENT, R/W OR PROPERTY LINE 2'c2'x4" CONCRETE PAD CLEAN-OUT WITH INVERTED PLUG FLUSH WITH CONCRETE /I INI 44IP 411:° 1110111'11 ti._,111(411gP 6" X6" X4" X4" STD. P.V.C. DOUBLE BRANCH 1/11 6" P.V.C. SERVICE LATERAL SLOPE 1/4 " PER FOOT TYP., 1/8 " PER FOOT MIN. 11 3.-0" MIN. PLUG & SEAL f6" P.V.C. SERVICE LATERAL 1/1 SLOPE 1/4 " PER FOOT TYP., 1/8 " PER FOOT MIN. SINGLE SERVICE CONNECTION UNDISTURBED EARTH DOUBLE SERVICE CONNECTION TO BE DETERMINED IN THE FIELD (60MAX.) SECTION N 0 T E S: 1. SERVICE LATERALS SHALL TERMINATE AT PROPERTY LINE AT A DEPTH OF 3 FEET, PLUGGED WATERTIGHT WITH CLEAN-OUT. 2. THE MINIMUM DIAMETER OF ALL SINGLE HOUSEHOLD CONNECTIONS SHALL BE 4"MINIMUM ALL OTHERS SHALL BE 6" AND ALL DOUBLE SERVICES 3. CONNECTION TO O.U.A. LATERAL SHALL BE MADE WITH A CLEAN-OUT AT PROPERTY 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 OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL SEWER SERVICE CONNECTION PAGE No D31 INVERTED PLUG FLUSH W/ CONCRETE PAD (NON -TRAFFIC AREAS) 2' SQUARE, 4" THICK 3000 P.S.I. CONC. PAD 8" P.V.C. 90' ELBOW (SEWER SWEEP) TYPICAL MAIN LINE TERMINAL CLEANOUT 2' SQUARE, 4" THICK 3000 P.S.I. CONC. PAD TO STREET SERVICE 6" CLEANOUT ASSEMBLY W/ SCREWED CAP- INVERTED PLUG FLUSH W/ CONCRETE PAD (NON -TRAFFIC AREAS) TO BUILDING TYPICAL SERVICE LATERAL ONE WAY CLEANOUT NOTES: 1. ONE WAY CLEANOUT (SWEEP TO STREET SERVICE). 2. CLEAN OUT SHALL BE LOCATED ON RIGHT OF WAY LINE. 3. IN TRAFFIC AREAS A METAL CLEANOUT COVER AND LID SHALL BE INSTALLED OVER PVC CLEANOUT. 4. ALL CLEAN OUT'S REQUIRE AN INSPECTION. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 TYPICAL CLEANOUT PAGE No D32 150 WATT HPS 12' TO 15' INTERIOR CONDUIT 3 #12 IN 3/4" C LIGHTNING DISSIPATER PHOTOELECTRIC SENSOR CONCRETE IN -GROUND CABLE TOP OF FINISHED GRADE - GROUND CLAMP AND ROD 2 #12, 1 #12(G), 3/4" C TO CONTROL PANEL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 LIGHT POLE DETAIL PAGE No D44B PAVEMENT (FOR PAVED AREA) CAST IRON, ROADWAY TYPE, EXTENSION VALVE BOX (INSIDE SCREW) C.I. COVER CONCRETE VALVE PAD FINISHED GRADE (FOR NON -PAVED AREA) COMPACTED EARTH 3" PVC W/THREADED PVC INVERTED KEY PLUG (FLUSH) TWO (2) PAIRS OF INSULATED METALLIC 10 GAUGE SOLID COPPER WIRE (TYP.) EACH PAIR HEADING ON OPPOSITE DIRECTIONS PRESSURE MAIN DUCT TAPE (5 PER PIPE LENGTH) 1. ALL PVC PIPE SHALL REQUIRE TWO PAIRS OF INSULATED METALLIC LOCATING WIRES (10 GAUGE SOLID COPPER) TAPED WITH 2" WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE AT EVERY JOINT AND AT 4 ADDITIONAL EQUALLY SPACED POINTS PER LENGTH OF PIPE. 2. LOCATING WIRES TO TERMINATE ON EACH END AT A VALVE BOX, 4" ABOVE GROUND AND FOLDED BACK INSIDE VALVE BOX. 3. LOCATING WIRES SHALL BE CAPABLE OF DETECTION BY A CABLE LOCATOR AND PASS A FIELD CONDUCTIVITY TEST, OBSERVED BY THE O.U.A., FROM END TO END OF WIRES. 4. SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION, SUCH AS BUTT SPLICE WITH RAYCHEM HEAT SHRINK TUBING. 5. NO MORE THAN ONE SPLICE IN LOCATING WIRES BETWEEN VALVES IS ALLOWED. 6. PROVIDE POTTING COMPOUND AT TRACER WIRE JUNCTIONS AND SPLICES. 7. THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON. METALLIC LOCATING WIRE 4" WARNING TAPE FINISHED GRADE #10 THW LOCATING WIRE (SOLID COPPER WIRE WITH BLUE COATING) 18" (MAXIMUM) 1" MAX PVC PRESSURE MAIN PVC PIPE LOCATING WIRE PIG TAIL WIRE AFTER PASSING THROUGH SPLIT BOLT 4" MIN. 1/4" X 3/4" SPLIT BOLT LOCATING WIRE DETAIL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 LOCATING WIRE DETAILS FOR ALL ROAD CROSSINGS AND BORES PACE No D17 CLEAN OUT HEAVY DUTY C.I. FRAME AND COVER, WITH NON -PENETRATING PICK HOLES; MINIMUM WEIGHT 334 POUNDS; (TRAFFIC AREAS) CLEAN OUT / INLET PIPE' L 11 GREASE LAYER INVERTED ELBOW LIQUID LEVEL 12" /- OUTLET PIPE N 0 T E S: 1. ALL PIPING SHALL BE A MINIMUM OF 4" 2. PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER. 3. SANITARY 'T' OUTLET SHALL BE INSTALLED 4" INSIDE OF WALL. 4. TANK SHALL BE A MINIMUM OF 1000 GALLONS. 5. TANK SHALL BE TRAFFIC BEARING AND CONCRETE SHALL COMPLY WITH ASTM C 478, LATEST REVISION. 6. WALLS & BOTTOM SLABS SHALL BE MINIMUM 4" THICK REINFORCED CONCRETE. 7. TOP SLAB SHALL BE A MINIMUM 6" THICK REINFORCED CONCRETE. 8. SECTIONS SHALL BE JOINED AND SEALED WITH MINIMUM 1 29/64 " "RAM-NEK" SEALER OR EQUIVALENT TO FORM A WATER TIGHT SEAL. 9. RISER JOINTS SHALL COMPLY WITH ASTM C 443, LATEST REVISION. 10. TANK SIZING SHALL BE PER O.U.A. REQUIREMENTS. 11. COVER TO BE SEATED OR USE RAIN GUARDS. 12. NO DOMESTIC WASTE THROUGH GREASE TRAP. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 GREASE, OIL AND SAND INTERCEPTER PAGE No D49 8" 8" 1/4" ALUMINUM PLATE EL.=29.00' (NAV WEIR CREST EL.= 27.85 0.5" INVERTED TRI. BLEEDER @ EL. = 22.50' NAVD 2" x 2" x 1/4" ALUMINUM CHANNEL MOUNTED TO STRUCTURE ©18" C. < PLAN i) DIVENSIONS TYPEHAH HBH Z A, TH TH ocH 2" CL. (TYP.) 3'-1" 2'-4" 3'-0" 0 0 0 a a 0 nEu 3'-0" OVARIES <d 31-4" 4'-4" 11-5" o o 0 .4 PROPOSED PRB (SEE SHEET D-3) #4 @, 12" 0.0. HE" ) ) ) ) ) C ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) 2" GRATE 11 11/2" d 21/2" 2" INLET DIVENSIONS TYPEHAH HBH IICII TH TH ocH 2'-0" 3'-1" 2'-4" 3'-0" 11" nEu 3'-0" 41-6" 31-4" 4'-4" 11-5" NOTES: GRATES: IRON GRATES IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. INLET TYPES: INLETS ARE TO BE SHOWN HEREON. REVOLVE POSITION TO ACCOMMODATE LARGER DIAMETER PIPE SIZE. MATERIAL: INLET WALLS AND FOOTING MAY BE EITHER POURED - IN -PLACE 2500 LB. CONCRETE; OR PRECAST CLASS "A" 3000 LB. CONCRETE; OR STANDARD MANHOLE BRICK (NO BLOCK) WITH 1/2" PLASTER (NO LIME) WITH 8" PRECAST CAP. TYPE "0 & E" DITCH BOTTOM INLET DETAIL NOT TO SCALE CONTROL STRUCTURE F132018 \ FLB180057 \ DRAWINGS \ PLAN SETS \ FLB180057SDO.DWG PRINTED BY: CCUTTING 12.03.18 @ 4:05 PM LAST SAVED BY: CCUTTING 2 (=I SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING 41 0 SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com 1 NOT APPROVED FOR CONSTRUCTION • PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057 DJ E CAR 08/29/2018 AS NOTED SDO FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C 908 BOHLER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 1 )e NOTES: 1. PIPE/MANHOLE CONNECTIONS TO BE GROUTED. 2. PIPE/CHAMBER CONNECTIONS PER LATEST INSTALLATION INSTRUCTIONS. CASTING PER ENGINEER'S SPECIFICATION 24" MIN (610mm) - 0D" PIPE (MAX.) 48" TYP (1220mm) MAX PIPE DIAMETER. D (IN.): • S-29 CHAMBERS = 24" (610mm) • S-22 CHAMBERS = 24" (610mm) • C-10 CHAMBERS = 18" (450mm) • M-6 CHAMBERS = 12" (300mm) END CAP TIM CONNECTOR PIPES c UNPAVED NSTALLATION WHERE 'RUTRNO FROM VEHICLES MAY OCCUR, 1NCREASE COVER TO 24 INCHES (610mm) ( ) 18" MIN (450mm) 6" MIN (150mm) - 6" MIN 24" TYP - (610mm) F 111_,11111E1 1E11 El 1E1 1" MIN. (25mm) BETWEEN PIPE O.D. AND BOTTOM OF CHAMBERS 'I■^OO^OL-• 1= _I I LEI TIE �I11IEI1EIIIIEIE1 (150mm) CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT 15 THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN 15 IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS, TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER 15 RESPONSIBLE FOR ALL DESIGN DECISIONS. STORMWATER SOLUTIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 48114 PHONE: (810) 222-7852 • FAX' (810) 222-1769 W W W.TRITONSWS.COM HEADER ROW ACCESS STANDARD MH CONNECTION TRITON - STANDARD DETAILS REV4SED_ 01-28-16 JWM OTE: REFER TO PAGE 2 FOR SIZES OF DIAMETER CUT GUIDES. 032" (810mm) MAX O,D, FOR END CONNECTION (see page 2 far guide diameters) ALL PIPE CONNECTIONS MUST BE INSTALLED ALONG CHAMBER CAP CENTERLINE. 59.00" (1499mm) S-29 END CAP SPECS STANDARD END CA' AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE i"-2" (20-50mm) CLEAN, OR EQUAL, ALL SIDES CRUSHED, ANGULAR STONE (BOTTOM OPTIONAL PER (IGNEOUS RECOMMENDED) PAVEMENT /ENGINEER) CONNECTOR (01 PVC( TRITON PIPE CHAMBER MIXTURES.GWELL35% FINES, SHOWN) (150mm) LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. 1.031 CUBIC FEET (0.029 CUBIC METERS) iii/<'iii//�li.<ii /////// /// 4.98 CUBIC FEET (0.141 CUBIC METERS) //// //hill /� /////////////FOR�uHI IN 0 ,,,,,,,,y,..;///: \�\/\\/\ ✓\/\ - e 4Ce - 'INCRE 0EFROM biklE's r UCuALGtTION " C . ' 'INCREASE CdhR TO. 2• (600mi•) 18" MIN 1,491 \/\,/ \ \ 11011000,&0,64'4101410,0000.7.� •�I�.. ISI 7 a -.��1' .:�,.-!..41 �.•. .r_. .•,-IP-..=._.=..=.•_..-� 8471000E51018 `� • .: r•.f�I !i• f=1'I�I�1 1�I�1�/ l�I (450mm) = ' -��. �._�•:�. �. .r_-. .- END CAP PIPE CONNECTION O.D. %/ \/ \\//\% 11`• f.0 1 1J = = ''. ! • 1z1 1 • 1 1=•,-..4,104,........,..,..1-4.., • • • •..:- �� - '- .- . .v I.14.1�1•�1.I �` 1 I �• • It• •' EA N ng r ez ._. ...< •=-. .=.. 6" MIN 4t,! ...WC:. 1" 'I-0-0-0-0- ESCAVAI ONRE0UIRD' MAX;.t• �i Sr (150mm) RAN HERDER ROW LENGTH (see table) \r\r\/\ `/ _. r 1 r .; �• • 1 f �•=41-'ll `I cr 136 ■ CF :• CHAMBER 1 1 14- HEIGHT TOIALSTOPAGE" \/\Y \ .• • • ! I I A. • -..1,--..Tr-.1.r-'' • • • •-'. (see table) • • • \\%\%\ 1 it 11: = r MND i 1."-:11.10 (5•.11., fr • • • • •^ - - PIPE 0 MIN R • •= • • •: (6" (150mm) SHOWN) R 1 fi: \\�\\\\� //%/%/ - \ \\ \ F=..y�=�� ,t - - - - !•-......-.............- .._:'._.:_':':_:'.'�' � i • '- _ - - 7 _- 6" MIN - - - - : 150mm ( ) \//� //\ ,s\/, r \ ,,\// �\�\/ /\\ \/\\/ /' //.,\ ,.\/ •\ ,..\ ,\'�A\ A ��\/\!� A\ A\ A\/A \'� \ /\\�\\/\' y / 4-r\~\ / / %\//X\ .\./;\ ,\/// \//. \.<� �\ t X\ X �VX\//X} OPTIONAL 06"� 15000) UNDERDRAIN CHAMBER WIDTH MIN CHAMBER SPACING CENTER TO CENTER W/ SOCK PER 12" MIN (see table) (see table) (see table) ENGINEER TO VERIFY SUITABILITY OF ENGINEER (TYP) (300mm) SUBGRADE SOILS CHAMBER WIDTH CHAMBER SPACING CENTER TO CENTER CHAMBER HEIGHT MAX END CAP O.D. CONNECTION MAX SIDE O.D. CONNECTION MAX TOP O.D. CONNECTION 529 59" (1499mm) 6.0" (15000) 7.5" (190mm) 65.0" (165100) 66.5' (1690mm) 36" (914mm) 32" (810mm) 18" (450mm) 24" (600mm) S22 55" (1397mm) 6.0" (150mm) 61.0" (1549mm) 35" (889mm) 30" (760mm) 18" (450mm) 24" (600mm) CIO 39.7" (1008mm) 6.0" (150mm) 45.7" (1161mm) 25' (635mm) 20" (500mm) 12" (300mm) 18" (450mm) M6 33.6" (853mm) 6.0" (150mm) 39.6" (1006mm) 17.5" (445mm) 14" (350mm) 8" (200mm) 12" (300mm) "7.5" (190mm) SPACING OF DISTRIBUTION ROWS I5 REQUIRED ONLY WHEN A PERPENDICULAR MAIN HEADER ROW 15 USED. IF AN INLINE MAIN HEADER ROW IS USED, THEN MIN SPACING CAN BE 6" (150mm) CONCEPTUAL FLAN (DISCLAIMER CHAMBER CROSS SECTION I N F I L TRATI O N THIS GENERIC DETAIL DOSNOTENCOMSYSTTHERIFIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT IS THE. ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER 15 RESPONSIBLE FOR ALL DESIGN DECISIONS. 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 4$114 PHONE: (810) 222-7652 • FAX: (81 D) 222-1769 WWW.TRITONSWS.COM TRITON STANDARD DETAILS REVISED: - 07-18-18 JWM OTE: REFER TO PAGE 2 FOR SIZES OF DIAMETER CUT GUIDES. 032" (810mm) MAX O,D, FOR END CONNECTION (see page 2 far guide diameters) ALL PIPE CONNECTIONS MUST BE INSTALLED ALONG CHAMBER CAP CENTERLINE. 59.00" (1499mm) S-29 END CAP SPECS NOMINAL DIMENSIONS (LAYUP LENGTH X WIDTH X HEIGHT) 5.90" X 59.00" X 36.00" (150mm X 1499mm X 914mm) BARE END CAP STORAGE 1.031 CUBIC FEET (0.029 CUBIC METERS) *MIN INSTALLED STORAGE 4.98 CUBIC FEET (0.141 CUBIC METERS) *ASSUMING A MIN OF 6" (152mm) STONE ABOVE AND BELOW AND 7.5" (191mm) BETWEEN ROWS WITH 40% STONE POROSITY (DOES NOT INCLUDE 12" (305mm) PERIMETER STONE VOLUME) hill �I'II I1I1 III ISI 5.6' 5.9" _1 , (142nn) (150mm) INSTALLED/LAYUP LENGTH ACTUAL LENGTH THE END CAP FITS UP ON THE OUTSIDE OF THE 5-29 CHAMBER. REFER TO INSTALLATION MANUAL FOR FURTHER DETAIL. CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT 15 THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN I5 IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS - THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. STORMWATER SOLUTIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 W WW.TRITONSWS.COM S-29 CHAMBER END CAP DETAIL TRITON - STANDARD DETAILS PAGE 1 OF 2 REVISED 02,28-16 JIMA PROPOSED LAYOUT TRITON S29 CHAMBER MAX DIAMETER FOR CONNECTOR PIPE mo•NILLOW461EGRADEITC•OFPAVEABITVNPAVE07 SYSTEM BASE STONE I4 6 TCP SIGNE IN 0 SECTION NEWT FT 4Ce AREA SF 1,491 PERLEIER FT 8471000E51018 CINVIERS EA N EIV CARS EA 6 ESCAVAI ONRE0UIRD' CY *I440Y1ENFABRE RE -MIRED- Sr 42 RAN HERDER ROW LENGTH LF 11 5101ERE01RFD cr 136 TOTALSICRA0ETT CF 3,478 TOIALSTOPAGE" AC -FT 0660 •E1GAVATO4, CALCUL41ICW 0 FOR DISPLACED EMIT R BSYSTEM SECTOR HEIGHTMUDIRIEDBY SYSTEM AREA R COESNOT INCLUDE EXCAVATORIEECEOFROMIOPCIFSIDNET08AS4CFPAVE4ENT. FABRICRED,IREO ON TOP, SCE ARDBOTTOMF SYSTEM ^80510 OF STONENOT Ilia DEDNIIQIMECALCWVT101. ASSULES STONE 000 SPACE OF 40%PER DES0 Oa) 1401E: GUANTMESGNENARE NEATLINEMDCONOT NEUOE WASTE OR EXCESSIEECEO FOR DIEBAP 18.39 FT 1 0 25 5 10 Scale In 130414 101 PROPOSED ELEVATIONS MAX DIAMETER FOR CONNECTOR PIPE mo•NILLOW461EGRADEITC•OFPAVEABITVNPAVE07 7800 M NI MUM ALLOWAEE GRADE NNPA0ED WRN TR4AICI 2.00 MNOUMALLGMABLE 4673EIUNPAVEDNDTRAPRCI D50 MNMUMAIOVMBE SPACE ITOPCF RIGID CCNGiETE PAVEMENT 2 E0 MNINU1.141ClAIAEOWE IBASE OF REALE WNW) DEO TOP OFSTONE 2650 TDP OFCRABBER 26D0 BOTTOM OF CHAMBER 2.66 8471000E51018 2.50 SNNI 200 40" LENGTH 01211 SDR35 PVC CONNECTION PIPE TO STORAGE ROWS. FLOW RATE 2.5 CFS/EA. INVERT 1411 ABOVE CHAMBER BASE (4 TYP) Z(1,,/3/// TRITON MAIN HEADER ROW (28 CHAMBERS) //// ///7 /7/Ara 81.39 FT Is• STORFAWATER SOLUTIONS 7600 GRAND RIVER. STE. 195 BRIGHTON, MICHIGAN 48114 PHONE: (81 0) 222-7652 • FAX: (810) 222-1769 WWW. TRITONSWS.COM TRITON LAYOUT S29 DESIGN WAWA PARK & 2ND AVE OKEECHOBEE, FL 34972 OWNER: ENGINEER: BOHLER ENGINEERING 12-03-18 TRITON PROJ. 0: 4986 REVISIONS. DESIGNED 8Y: JWM NOTES: • TRITON HEADER ROW SEDIMENT CONTAINMENT AND SCOUR PROTECTION OPTIONS: •• SEDIMENT FLOORS PLACED ABOVE ONE LAYER OF AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL. IMPERMEABLE MEMBRANE. TWO LAYERS OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL 00 • GEOTEXTILE OR IMPERMEABLE MEMBRANE TO BE PLACED AS ONE PIECE, LENGTHWISE ABOVE BASE STONE: •• 7.0' (210 mm) WIDTH FOR S-29 CI-IAMBERS •• 7.0' (210 mm) WIDTH FOR S-22 CHAMBERS •• 5.5' (180 mm) WIDTH FOR C-10 CHAMBERS •• 5.0' (150 mm) WIDTH FOR M-6 CHAMBERS • SEE ACCESS DETAIL FOR TRITON HEADER ROW ACCESS CHAMBER SPACING [(see table) 12" MIN (300mm) CONNECTOR PIPE (see table for max O.D.) END CAP HEADER ROW SED MENT CONTAINMENT AND SCOUR PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE (SEE NOTES FOR OPTIONS) CONNECTOR PIPES see table for max O.D. 18" MIN (450mm) 12" MIN (300mm) HEADER ROW SEDIMENT CONTAINMENT AND SCOUR PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE TO BE EXTENDED UPWARD ALONG THE HEADER ROW CHAMBERS APPROXIMATELY 1' (300mm) ON SIDES AND ENDS (SEE NOTES FOR OPTIONS) CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASSTHE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT I5 THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN 151N FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. STORMWATER SOLUTIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 W W W.TRITONSWS.COM TRITON MAIN HEADER ROW TRITON - STANDARD DETAILS REVISED: 01-28-16 AVM S-29 END CAP: TOP HOLE DIMENSIONS 04.63 (118mm) 06.71 (170mm) 08.93 (227mm) 011,23 (285mm) 014,32 (364mm) 017.81 (452mm) Aft- 24.12" (613mm) 25.85" 27.41" (696mm) (657mm) 29.66" (753mm) 28.55" (725mm) 30.69" (780mm) S-29 END CAP: CENTER AND BOTTOM HOLE DIMENSIONS 015.99" (406mm) 012.45" (316mm) 010.29" (261 mm) 08.42" (214mm) 07,32" (186mm) 027.92" (709mm) 020.80" (528mm) 017,86" (454mm) 014.37" (365mm) 011.26" (286mm) 08.91" (226mm) 06.76" (1726mm) 20.05" (509mm) 04.64" (118mm) 4.34" (110mm) - 5.40" (137mm) - 5.47" (139mm) - 6.62" (168mm) - 11.42" (290mm) - 9.92" (252mm) 8.17" (208mm) f 14.95" (380mm) 1 CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER I5 RESPONSIBLE FOR ALL DESIGN DECISIONS. STORMWATER SOLUTIONS 7600 EAST GRAND RIVER. STE.195 BRIGHTON, MI48114 PHONE: (810) 222-7652 • FAX: (810) 222.1769 W W W.TRITONSWS.COM S-29 CHAMBER END CAP DETAIL TRITON - STANDARD DETAILS PAGE 2 OF 2 1 REVIS60: 02-28-16 AVM E E v.: R' • s L 0 A STORMWATER SOLUTIONS GIcWEN.Il 11 G6.1 7600 GRAND RIVER, STE. 195 BRIGHTON, MICHIGAN 48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 WWW.TRITONSWS.COM TRITON LAYOUT OVERLAY (Location Approx...Not for Construction) WAWA OWNER: ENGINEER: BOHLER ENGINEERING PARK & 2ND AVE OKEECHOBEE, FL 34972 12-03-18 TRITON PROJ. #: 4986 REVISIONS DESI2NEO BY: JWM 06.4` 08.5" 010.5" (216mm) (269mm) (163mm) 012.6' (320mm) 016.5" (406mm) 19.4" (493mm) 20 2" (513mm) 1.0" (25.4mm) MUST MAINTAIN 1' (25.4mm) CLEARANCE IF CENTER OF PIPE CONNECTION IS LOWER THAN 19.4" (493mm) 5-29 CHAMBER SPECS MAX DIAMETER FOR CONNECTOR PIPE CHAMBER SPACING 529 18" (450mm) 6.0" (15000) *7.5" (190mm) 522 18" (450mm) 6" (150mm) C10 12" (300mm) 6" (150mm) ME 8" (200mm) 6" (150mm) "7.5" (190mm) SPACING OF DISTRIBUTION ROWS IS REQUIRED ONLY WHENA PERPENDICULAR MAIN HEADER ROW IS USED. IF AN INLINE MAIN HEADER ROW IS USED, THEN MIN SPACING CAN BE 6" (150mm) CHAMBER SPACING [(see table) 12" MIN (300mm) CONNECTOR PIPE (see table for max O.D.) END CAP HEADER ROW SED MENT CONTAINMENT AND SCOUR PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE (SEE NOTES FOR OPTIONS) CONNECTOR PIPES see table for max O.D. 18" MIN (450mm) 12" MIN (300mm) HEADER ROW SEDIMENT CONTAINMENT AND SCOUR PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE TO BE EXTENDED UPWARD ALONG THE HEADER ROW CHAMBERS APPROXIMATELY 1' (300mm) ON SIDES AND ENDS (SEE NOTES FOR OPTIONS) CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASSTHE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT I5 THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN 151N FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. STORMWATER SOLUTIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 W W W.TRITONSWS.COM TRITON MAIN HEADER ROW TRITON - STANDARD DETAILS REVISED: 01-28-16 AVM S-29 END CAP: TOP HOLE DIMENSIONS 04.63 (118mm) 06.71 (170mm) 08.93 (227mm) 011,23 (285mm) 014,32 (364mm) 017.81 (452mm) Aft- 24.12" (613mm) 25.85" 27.41" (696mm) (657mm) 29.66" (753mm) 28.55" (725mm) 30.69" (780mm) S-29 END CAP: CENTER AND BOTTOM HOLE DIMENSIONS 015.99" (406mm) 012.45" (316mm) 010.29" (261 mm) 08.42" (214mm) 07,32" (186mm) 027.92" (709mm) 020.80" (528mm) 017,86" (454mm) 014.37" (365mm) 011.26" (286mm) 08.91" (226mm) 06.76" (1726mm) 20.05" (509mm) 04.64" (118mm) 4.34" (110mm) - 5.40" (137mm) - 5.47" (139mm) - 6.62" (168mm) - 11.42" (290mm) - 9.92" (252mm) 8.17" (208mm) f 14.95" (380mm) 1 CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER I5 RESPONSIBLE FOR ALL DESIGN DECISIONS. STORMWATER SOLUTIONS 7600 EAST GRAND RIVER. STE.195 BRIGHTON, MI48114 PHONE: (810) 222-7652 • FAX: (810) 222.1769 W W W.TRITONSWS.COM S-29 CHAMBER END CAP DETAIL TRITON - STANDARD DETAILS PAGE 2 OF 2 1 REVIS60: 02-28-16 AVM E E v.: R' • s L 0 A STORMWATER SOLUTIONS GIcWEN.Il 11 G6.1 7600 GRAND RIVER, STE. 195 BRIGHTON, MICHIGAN 48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 WWW.TRITONSWS.COM TRITON LAYOUT OVERLAY (Location Approx...Not for Construction) WAWA OWNER: ENGINEER: BOHLER ENGINEERING PARK & 2ND AVE OKEECHOBEE, FL 34972 12-03-18 TRITON PROJ. #: 4986 REVISIONS DESI2NEO BY: JWM 06.4` 08.5" 010.5" (216mm) (269mm) (163mm) 012.6' (320mm) 016.5" (406mm) 19.4" (493mm) 20 2" (513mm) 1.0" (25.4mm) MUST MAINTAIN 1' (25.4mm) CLEARANCE IF CENTER OF PIPE CONNECTION IS LOWER THAN 19.4" (493mm) 5-29 CHAMBER SPECS NOMINAL DIMENSIONS (LAYUP LENGTH X WIDTH X HEIGHT) 33.35" X 59.00" X 36.00" (847mm X 1499mm X 914mm) BARE CHAMBER STORAGE 27.35 CUBIC FEET (0.774 CUBIC METERS) *MIN INSTALLED STORAGE 41.05 CUBIC FEET (1.162 CUBIC METERS) CHAMBER WEIGHT 32151 (14.515 kg) STORAGE PER LINEAR FOOT WITHOUT STONE 9.84 CUBIC FEET (0.279 CUBIC METERS) STORAGE PER LINEAR FOOT WITH 14.77 CUBIC FEET (0.418 CUBIC METERS) STONE *ASSUMING A MIN OF 6" (152mm) STONE ABOVE AND BELOW AND 7.5" (191mm) BETWEEN ROWS WITH 40% STONE POROSITY (DOES NOT INCLUDE 12" (305mm) PERIMETER STONE VOLUME) NOTE: 5-29 CHAMBER DETAILS TESTED AND RATED FOR H-30 LOAD CONDITIONS WITH 18" (457mm) OF COVER AND NO PAVEMENT. CENTER OF CONNECTING PIPES NOT TO BE HIGHER THAN THIS POINT 018" (450mm) MAX O.D. FOR SIDE CONNECTION CENTER OF CONNECTING PIPE CAN BE PLACED ALONG THE CENTERLINE AS LONG AS THE INVERT OF PIPE IS WITHIN THIS DIMENSION AND THE CENTER OF THE PIPE IS NO HIGHER THAN THE 19.4" (493mm) DIMENSION 012,65" (322mm) 015.45" (392mm) 024" (600mm) MAX 0.D. FOR TOP CONNECTION 48.85" (1241 mm) 59.00" (1499mm) 010.65" 08.55` (271mm) (218mm) (164mm) 04.36" (111mm) 1.1 (847mm) LAYUP LENGTH 35.36" CHAMBERS TO BE INSTALLED IN THIS DIRECTION. FOLLOW DIRECTION ARROW ON THE PART. CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN !SIN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS, TFIE DESIGN ENGINEER 15 RESPONSIBLE FOR ALL DESIGN DECISIONS, STORMWATER SOLUTIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 48114 S-29 CHAMBER DETAIL TRITON - STANDARD DETAILS TRITON S-29 PRODUCT SPECIFICATIONS 1.0 General 1.1 Triton chambers are designed to control stormwater runoff. As a subsurface retention or detention system, Triton chambers retain and allow effective infiltration of water into the soil. As a subsurface detention system, Triton chambers detain and allow for the metered flow of water to an outfall. 2.0 Chamber Parameters 2.1 The chamber shall be injection compression molded of a structural grade 1010 green soy resin composite to be inherently resistant to environmental stress cracking (ESCR), creep, and to maintain proper stiffness through temperature ranges of -40 degrees F to 180 degrees F. 2.2 The material property for the chamber and end cap must meet or exceed the following: Tensile Strength- Ultimate: 21,755 PSI Tensile Strength -Yield: 17,404 PSI Tensile Modulus: 1,750-2,240 PSI Flex Modulus: 1,600 KSI Flex Yield Strength: 33,100 PSI Compressive Strength: 30,457,000 PSI Shear Strength: 11,500 PSI 2.3 The nominal chamber dimensions of the Triton S-29 shall be 36.0 inches tall, 59.0 inches wide and 35.0 inches long. Lay-up length is 33.35" 2.4 The chamber shall have an elliptical curved section profile. 2.5 The chamber shall be open -bottomed. 2.6 The chamber shall incorporate an overlapping corrugation joint system to allow chamber rows to be constructed. 2.7 The nominal storage volume of a Triton S-29 chamber shall be 41.06 cubic feet per chamber when installed per Triton's typical details, This equates to 2.67 cubic feet of storage/square foot of bed. This does not include perimeter stone. 2.8 The chamber shall have both of its ends open to allow for unimpeded hydraulic flows and visual inspections down a row's entire length. 2.9 The chamber shall have five corrugations to achieve strengths defined above. 2.10 The chamber shall have five circular and elliptical, indented and raised, surfaces on the top to the chamber for a maximum of 33 inch diameter optional top feed inlets, inspection ports and or clean-out access ports. 2.11 The chamber shall have 5 elliptical, indented, surfaces on either side of the chamber for optional feed inlets, outlets. Capable of accepting pipe 0.D. up to 18 inches. 2.12 The chamber shall be analyzed, designed and field tested using AASHTO LRFD bridge design specifications 1. Design live load shall meet or exceed the AASHTO HS30 or a rear axle load of 48,000 pounds. Design shall consider earth and live loads without pavement as appropriate for the minimum of 18" of total cover to a maximum total cover of 50'. 2.13 The chamber shall be manufactured in an ISO 9001:2008 certified facility 2.14 The service life of the product is over 60 years under a constant sustained load of 10,000 PSI which is equal to the H-20 loading condition. Under typical loading conditions the Chamber and End Cap has a useful lifespan of 120 years from date of when manufactured. 2.15 Designed to exceed ASTM F2418, F2787, F2922 standard and AASHTO LRFD Bridge specifications. Validated through independent third party performance testing. 3.0 End Cap Parameters 3.1 The end cap shall be Injection Compression molded of 1010 green soy resin to be inherently resistant to environmental stress cracking (ESCR), creep and to maintain proper stiffness through temperature ranges of -40 degrees F to 180 degrees F. 3.2 The end cap shall be designed to fii over the last corrugation of a chamber, which allows: the capping of each end of the chamber row. 3.3 The end cap shall have six upper saw guides capable of accepting pipe 0.D. up to 18.2" Six middle saw guides and eight lower saw guides capable of accepting pipe 0.D. up to 28.2" to allow easy cutting for various diameters of pipe that may be used to inlet or outlet the system. 3.4 The end cap shall have excess structural adequacies to allow cutting an orifice of any size at any invert elevation. 3.5 The primary face of an end cap shall have 5 corrugations and be angled outward to resist horizontal loads generated near the edges of beds. 3.6 The end cap shall be manufactured in an ISO 9001:2008 certified facility. 3.7 The service life of the product to be over 60 years under a sustained load of 10,000 PSI which is equal to the H-20 loading condition. 4.0 Installation 4.1 Installation shall be in accordance with the latest Triton Installation manual that can be downloaded from the Triton website: CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, NT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS 00FS NOT APPROA PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. STORMWATER SOLUTIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 48114 WWW.TRITONSWS.COM S-29 PRODUCT SPECIFICATIONS TRITON - STANDARD DETAILS 05-25-171,41.1 SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING 1.7 0 LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN G SERVICES PERMITTI TRANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: DJ E CAR 08/29/2018 AS NOTED SDO PROJECT: Wawa° FOR rTHE FERBER OMPANY, INC. I,OCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE SHEET TITLE: CONSTIUC HON DETAILS SHEET NUMBER: C 909 \ 2018 \ FLB180057 \ DRAWINGS \ PLAN SETS \ FLB180057SDO.DWG PRINTED BY: CCUTTING 12.03.18 @ 3:26 PM LAST SAVED BY: CCUTTING J 1 N89'49'52'E 70.29' BENCHMARK /1 MAG NAIL AND DISC (NO IDENTIFICATION) VORTHING: 1,05799755' EASTING: 710,699.70' ELEVATION: 28.30' ASPHALT PAVEMENT 44 W W 2.0' CONCRETE CURB (TYPICAL) A CROSS WALK I I 11 11 11 11 11 11 11 11 11 11 \ l II NW 2nd STREET EIGHTH STREET (PLAT) (70' WIDE PUBIC RIGHT-OF-WAY) FIBER PULL BOX d ° , °N895024 E 9198'4 ° ° ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL. =29.58' 22 FIBER PULL BOX • 4 / / / / / / / /' d • °° ° d I I d e °• ° CONCilETE°SIQEWALK" 4 4 • 17--1----1----1-1---1----1-7----1----1----F---1----1---1----T 1 1 1 1 1 1 1 1 ONE STORY COMMERCIAL BUILDING FINISHED FLOOR EL. =29.58' ASPHALT DRIVE J- d ° ° d A 44 1 1 1 1 1 1 11 H----- 1 1 I I I I I I 1 1 1 I I I I I I 1 1 I I I I I I 1 I 1 I I 1 1 �I _ _ I I 1 -- I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 Ex1I11iI 1 I I I I OWNER,' 205N PARROTA VE HOLDINGS LLC 00651 ACRES) 1 I 1 11 1 1 1 1 1 ASPHALT AREA -- W ._. \ice ; \ \ \ 1'7 15\%741P''I \,, H--1 13)141 R11 R10 R9 TWO STORY COMMERCIAL BUILDING (TBR) FINISHED FLOOR EL. =29.16' 1,855 SQUARE FEET (BOTTOM FLOOR) iL 1,853 SQUARE FEET (BOTTOM FLOOR) TWO STORY COMMERCIAL/I BUILDING (TBR) F/NISHED FLOOR a=29.16' T-± " (23) 1 1 1 1 :1;:,€) 1 1 1 1 1 1 ° 0 J L _1 _ A R1 — 1-- ° O 19) ° d I L ° M4 4 d d / / / / / / / // // / / // d M2 d R3 ITTGATIONff r R2 R4 T- I - - — J BENCHMARK /2MAG NAIL AND (NO IDENTIFICATION) NORTHING: 1,057,995.34' EASTING: 711,031.39' ELEVATION: 28.15' DISC O R7 R6 R8 ONE STORY COMMERCIAL BUILDING (TBR) FINISHED FLOOR a=28.45' 1,261 SQUARE FEET 28!3' r---� r---1 I—� l J N I° ° d d d d ° ° C9/CRETE SIQEW4LK ° ° d ° d d 4 L54 A ° d d d d ° d ° © A ° 1 d ° d d ° ° ° d d ° d ASPHALT PAVEMENT 2.0' CONCRETE CURB (i119/CAL) ° d - - J CROSS WALK STATE A ROAD Na 70 (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 91070-000, FINANCIAL PROJECT IDENTIFICATION NUMBER 425846-1) (SEE NOTE /14 ON SHEET 1) LEGEND: 20 10 5 0 20 1"= 20' TAG LABEL LIVE OAK " TREE TRUNK SIZE (D, IN.) PALM TREE t' v s LAUREL OAK TREE 7, R1 PINE TREE < ) UNKNOWNTREE NO RELOCATE ON SITE TO BE REMOVED 2 R1 TO BE RELOCATED 20 10 5 0 20 1"= 20' TAG LABEL TREE SPECIES (COMMON NAME) TREE SPECIES (SCIENTIFIC NAME) TREE TRUNK SIZE (D, IN.) NATIVE (YES OR NO) INVASIVE (YES OR NO) DISPOSITION PROPOSED MITIGATION TREES (2" Trunk, D, In.) (For 1 to 1 Tree Counts) 1 R1 SABAL PALM SABAL PALMETTO 14 YES NO RELOCATE ON SITE -1 2 R2 SABAL PALM SABAL PALMETTO 13 YES NO RELOCATE ON SITE -1 3 R3 SABAL PALM SABAL PALMETTO 15 YES NO RELOCATE ON SITE -1 4 R4 SABAL PALM SABAL PALMETTO 12 YES NO RELOCATE ON SITE -1 5 R5 SABAL PALM SABAL PALMETTO 12 YES NO RELOCATE ON SITE -1 6 R6 SABAL PALM SABAL PALMETTO 13 YES NO RELOCATE ON SITE -1 7 R7 SABAL PALM SABAL PALMETTO 14 YES NO RELOCATE ON SITE -1 8 R8 SABAL PALM SABAL PALMETTO 20 YES NO RELOCATE ON SITE -1 9 M1 LAUREL OAK QUERCUS HEMISPHAERICA 20 YES NO MITIGATE ON SITE 10 10 M2 LIVE OAK QUERCUS VIRGIN IANA 24 YES NO MITIGATE ON SITE 12 11 R9 SABAL PALM SABAL PALMETTO 11 YES NO RELOCATE ON SITE -1 12 R10 SABAL PALM SABAL PALMETTO 12 YES NO RELOCATE ON SITE -1 13 R11 SABAL PALM SABAL PALMETTO 12 YES NO RELOCATE ON SITE -1 14 R12 SABAL PALM SABAL PALMETTO 12 YES NO RELOCATE ON SITE -1 15 R13 SABAL PALM SABAL PALMETTO 12 YES NO RELOCATE ON SITE -1 16 M3 GUMBO LIMBO BURSERA SIMARUBA 10 YES NO MITIGATE ON SITE 5 17 R14 SABAL PALM SABAL PALMETTO 13 YES No RELOCATE ON SITE -1 18 M4 LIVE OAK QUERCUS VIRGIN IANA 14 YES NO MITIGATE ON SITE 7 19 SABAL PALM SABAL PALMETTO 11 YES NO REMAIN IN PLACE 0 20 GUMBO LIMBO BURSERASIMARUBA 11 YES NO REMAIN IN PLACE 0 21 LIVE OAK QUERCUS VIRGINIANA 34 YES NO REMAIN IN PLACE 0 22 SABAL PALM SABAL PALMETTO 15 YES NO REMAIN IN PLACE 0 23 SABAL PALM SABAL PALMETTO 14 YES NO REMAIN IN PLACE 0 24 REMOVE NORFOLK ISLAND PINE PINUS ELLIOTII 10 NO YES REMOVE 0 25 SABAL PALM SABAL PALMETTO 12 YES NO REMAIN IN PLACE 0 26 SABAL PALM SABAL PALMETTO 15 YES NO REMAIN IN PLACE 0 27 SABAL PALM SABAL PALMETTO 15 YES NO REMAIN IN PLACE 0 20 1. Sabal Palms are a 1 = 2" Tree Credit, for relocation on site 2. TREE MITIGATION will require twenty (20) 2" Caliper Trees, which is equivalent to ten(10) Proposed 4" Caliper Trees DATUM NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STATE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89°50'51" EAST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVATION OF 30.32 FEET, PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. PROPERTY LINE TABLE LINE LENGTH BEARING L1 199.97' N89°50'24"E L2 142.50' S0°09'42"E L3 15.14' S0°09'42"E L4 142.50' S0°09'42"E L5 299.95' S89°51'01"W L6 142.54' N0°09'43"W L7 7.50' N0°09'43"W L8 49.99' N89°50'43"E L9 49.99' N89°50'43"E L10 7.50' N0°09'42"W L11 142.55' N0°09'42"W 1- F W x 0 z 0.4 z 0.4 z SITE CIVIIL AND CONSULTING ENGINEERING z z a SUSTAINABLE DESIGN PERMIITTING SERVICES TRANSPORTATION SERVICES REVISIONS REV DATE COMMENT BY 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: FLB180057N DJE CAR 08/29/2018 AS NOTED 0A0,/ FOR THE FERBER COMPANY, INC. LOCATION OF SITE NWC NE PARK ST & SW 2ND AVE OKEECHOBEE, FL 34972 CITY OF OKEECHOBEE BOH LER ENGINEERING 2255 GLADES ROAD, SUITE 305E BOCA RATON, FLORIDA 33431 Phone: (561) 571-0280 Fax: (561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: TR MITIGATION PLAN SHEET NUMBER: \\BOHLERENG.NET\ SHARES \ FL -PROJECTS \2018\FLB180057\DRAWINGS \PLAN SETS\FLB1800570A0.DWG PRINTED BY: CROGERS 12.04.18 @ 8:29 AM LAST SAVED BY: CROGERS N89 49'52'E 70.29' 1 EXISTING SABAL PALM TO REMAIN #23 W -BU NW 3M AVENUE 1 EXIST OFF-SITE PALM TO REMAIN #22 N -BU I I I I 11 11 QV 1 N -BU NW 2nd STREET (725SOD SF) 10' WIDE R/W LANDSCAPE BUFFER N -BU N -BU 1 EXISTING SABAL PALM TO REMAIN #19 N -BU .1M1 IMO G 01 VUA REL N -BU VUA SOD (320 SF) VUA W -BU SOD 1 (450 SF) rAVAI%/fid 2 EXISTING TREES TO REMAIN, #20, #21 W -BU F85 F B(6,119 F 15 SHARED UTILITY EASEMENT W -BU 4W1;Wrni Ii7I '�LU 1Y 11 iE ■' pI■-E■ �1-.JI�� ■-I■ ��1:■ ■= il�iPle _ � i.. • .._.• 'irI 1 �r�raia®rd�r1J1�7r • 'O lill r......., -T........,...... ■ ■�■�■'Y ■�■'■ �® }�I• • ._lr•�■:� 'a■4I=liiy■I_Imi • RAISED LANDSCAPE PLANTERS (10) SEE ENLARGEMENT THIS SHEET FOR PLANT TYPE & QUANTITIES 41 FIRE HYDRANT 4 4 90_d1k, ® ® ® ® ® ® ® ® n® 44 W -BU REL SAFE SIGHT TRIANGLE 10' x 10' 10' WIDE R/W LANDSCAPE BUFFER 2 EXISTING SABAL PALM TO REMAIN #25, #26 W -BU 1 EXISTING S ° BAL PALM TO RE AIN #27 S -BU EXISTING GRASS TO REMAIN G G 6 E -BU NW 2nd AVENUE MYR 80 E -BU OVERHEAD WIRES -18' X 23' SHARLL, 1TI1 ITY FASFMFNT 10' EASEMENT DECORATIVE GRAVEL MULCH CHR S FPL EASEMENT w S WATER/SEWER EASEMENT w SCREEN VUA VUA MYR u MUH 17 E -BU SAFE SIGHT TRIANGLE 10' x 10' u n SCREEN VENT STACK WITH 123 SF (1.2 CY) OF DECORATIVE GRAVEL MULCH d O 4 e d SOD (4,100 SF) 01111 Ocala NMIIA1====iWav WAWA PLANTE SCALE: NTS 11 11 11 11 11 11 SOD (325 SF) SOUTH FLORIDA WARM SEASON PALETTE 1. RED SALVIA MAR - OCT 2. PINK PORTULACA 3. YELLOW ZINNIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE PENTAS 6. ORANGE GAZANIA 7. PINK PROTULACA SOUTH FLORIDA COOL SEASON PALETTE 1. POT MARIGOLD NOV - FEB 2. PINK PENTUNIA 3. WHITE ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. ORANGE ZINNIA 6. RED PUTUNIA 7. PINK VERBENA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH 'A' ENLA GEMEN EXIST COBRA HEAD LIGHT POLES TYP l� t WAWA PLAN E STATE ROAD NO. 70 SOUTH FLORIDA WARM SEASON PALETTE 1. RED GAZANIA MAR - OCT 2. YELLOW PURSLANE 3. ORANGE PLUME CELOSIA 4. DWARF WHITE FOUNTAIN GRASS 5. WHITE SALVIA 6. PINK GAZANIA 7. RED DIANTHUS SOUTH FLORIDA COOL SEASON PALETTE 1. RED SALVIA NOV - FEB 2. WHITE PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. BLUE DAZE 6. LAVENDER VERBENA 7. YELLOW TALL MARIGOLD NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH It ENLARGEMEN SCALE: NTS MYR 115 S -BU 10' WIDE R/W LANDSCAPE BUFFER SOD (625 SF) SOUTH FLORIDA WARM SEASON PALETTE 1. TALL PINK ZINNIA MAR - OCT 2. ORANGE PLUME CELOSIA 3. YELLOW DAHLBER DAISY 4. DWARF WHITE FOUNTAIN GRASS 5. RED PENTAS 6. PINK PORTULACA 7. WHITE BEGONIA SOUTH FLORIDA COOL SEASON PALETTE 1. BLUE DAZE NOV - FEB 2. RED PETUNIA 3. YELLOW ALYSSUM 4. DWARF WHITE FOUNTAIN GRASS 5. PINK DIANTHUS 6. WHITE VERBENA 7. YELLOW PLUME CELOSIA NOTE: ALL PLANT MATERIAL 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH WAWA PLANTER 'C' ENLA GEMENT SCALE: NTS E -BU REL E -BU MUH E -BU 10' WIDE R/W LANDSCAPE BUFFER PLANTER SPECIFICATION: NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1 RECLP-482424 SIZE: 48"L X 24"W X 24" HT. COLOR: BENJAMIN MOOR #OC -1 NATURAL WICKER SOUTH FLORIDA ALL SEASON PALETTE 1. DWARF WHITE FOUNTAIN GRASS NOTE: 1 GALLON POT SEE MATERIALS SCHEDULE FOR MULCH POT SPECIFICATION NAME: BOULEVARD SERIES PLANTER MANUFACTURER: ALLIED MOLDED PRODUCTS, LLC. MODEL NO: 1SLP-2425, SIZE: 24"X 24" COLOR: BENJAMIN MOOR #0C-1 NATURAL WICKER WAWA PLAN SCALE: NTS E 'D' ENLA GEMEN RELOCATED SITE DATA: ZONING: Heavy Com SITE AREA: 75,017 SF (1.72 AC) BUILDING AREA: 6,119 SF VEHICLE USE AREA: 46,593 SF PLANT KEY LEGEND: BU - BUFFER BG - BUILDING VUA - PARKING REL - RELOCATED LANDSCAPE CALCULATIONS: • INTERIOR LANDSCAPE AREA (75,017 SF) REQUIRED - 1 TREE, 3 SHRUBS / 3000 SF = 25 TREES, 75 SHRUBS PROPOSED - 49 TREES (14 RELOCATED SABAL PALM, 6 EXIST. SABAL PALM, 2 EXIST. TREE, 27 TREES, 75+ SHRUBS • VEHICULAR USE AREA (VUA) LANDSCAPE: REQUIRED - 18 SF PER PARKING SPACE (47 SPACES) = 846 SF 1 TREE PER 72 SF INCL. 1 TREE / TERMINAL ISLAND = 12 PROPOSED - 2,443 SF VUA LANDSCAPE, 12 TREES • PERIMETER BUFFER PLANTINGS NORTH - 10' R/W BUFFER (200 LF - 36 LF ENTRY x 10' = 1,640 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 5 TREES, 15 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 8 SABAL PALM, 3 TREES 84 SHRUB HEDGE NORTH - 2' INTERIOR BUFFER (100 LF x 10' = 100 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREES, 3 SHRUBS PROPOSED - 1 EXISTING SABAL PALM (OFF-SITE), 40 SHRUB HEDGE SOUTH - 10' R/W BUFFER (300 LF x 10' = 3,000 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 10 TREES, 30 SHRUBS PROPOSED - 1 EXISTING SABAL PALM, 9 TREES, 115 SHRUB HEDGE EAST - 10' R/W BUFFER (280 LF - 36 LF ENTRY x 10' = 2,440 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 8 TREES, 24 SHRUBS PROPOSED - 8 TREES, 95 SHRUB HEDGE WEST - 10' R/W BUFFER (140 LF - 36 LF ENTRY x 10' = 1,040 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 4 TREES, 12 SHRUBS PROPOSED - 3 EXIST. SABAL PALM, 3 SABAL PALM 36 SHRUB HEDGE WEST - 2' INTERIOR BUFFER (140 LF x 2' = 280 SF) REQUIRED - 1 TREE, 3 SHRUBS / 300 SF = 1 TREE, 3 SHRUBS PROPOSED - 2 EXISTING TREES, 58 SHRUB HEDGE • NATIVE TREE SPECIES REQUIRED - 75% NATIVE & SPECIES FROM XERISCAPE GUIDE PROPOSED - 100% NATIVE TREES & SHRUBS, 100% NON-NATIVE GROUNDCOVER PLANT SCHEDULE SYMBOL QTY. BOTANICAL NAME COMMON NAME SPECIFICATIONS TREES AR* 9 Acer rubrum 'Autumn Flame' Flame Red Maple 12' HT, 5' SPR, 2.5" DBH QV* 5 Quercus virginiana 'Highrise' Highrise Live Oak 12' HT, 5' SPR, 2.5" DBH IA* 9 Ilex x attenuata 'East Palatka' East Palatka Holly 12' HT, 5' SPR, 2.5" DBH MG* 4 Magnolia Grandiflora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia 12' HT, 5' SPR, 2.5" DBH PALMS SP" 14 Sabal palmetto Cabbage Palm SEE TREE DISPOSITION PLAN SHRUBS CHR* 23 Chrysobalanus icaco 'Red Tip' Red Tip Cocoplum 10G,36" x 24", 30" On Center, Hedge MYR* 448 Myrcianthes fragrans Simpson's Stopper 7G, 24" x 18", 24" On Center, Hedge VIO* 18 Viburnum obovatum 'Densa' Densa Walter's Viburnum 3G, 24"x24", Space as shown ZAM* 71 Zamia integrifolia Coontie 3G, 18"x18", 24" On Center ILV* 72 Ilex vomitoria 'Nana' Dwarf Yaupon Holly 3G, 14" x 14", 24" On Center MUH* 330 Muhlenbergia capallaris Muhly Grass 3G, 14" x 14", 24" On Center CAR* 55 Carissa macrocarpa Dwarf Natal Plum 3G, 14" x 14", 24" On Center GROUND COVER JUC 147 Juniperus conferta 'Blue Pacific' Blue Pacific Juniper 1G, Full, 24" OC AGA 943 Arachis glabrata Perennial Peanut 1G, Full, 12" OC MULCH MULCH 72 CY ** 3" Layer of Double Ground Hardwood (Cocoa Brown Color) SOD SOD 6,645 SF ** Zoysia japonica 'Empire' Empire Zlotys Tight Joints, Neat, Level * NATIVE SPECIES - HIGH DROUGHT TOLERANCE (OTHERS MEDIUM DROUGHT TOLERANCE) ** CONTRACTOR TO VERIFY SQUARE FOOTAGE FOR DAMAGED EXISTING GRASS AREAS LANDSCAPE AND ROOT It ■ ARRIER NO ES: TREE LOCATION AND SPACING IS BASED ON DESIGN REQUIREMENTS AND THE THE TREES SHOWN ON THIS PLAN ATTEMPT TO ACCOMPLISH SPACING REQUIREMENTS WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. IN ANY CASE THE TREES SHALL BE PLANTED IN ACCORDANCE WITH THE PLANT DETAILS SHOW HEREON. ADDITIONALLY, TREES ARE TO BE INSTALLED WITH A TEN FOOT (10') SEPARATION FROM ANY WATER OR SEWER MAIN AND/OR SERVICE, HYDRANTS, AND LIFT STATIONS. IF A TEN FOOT (10') CLEARANCE CANNOT BE ACHIEVED, SPACING CAN BE REDUCED TO SEVEN FOOT (7') IF INSTALLED WITH A ROOT BARRIER SYSTEM. REFER TO THE "ROOT BARRIER" DETAIL (SHEET LP -5.01) FOR INSTALLATION REQUIREMENTS. HOWEVER, IN NO CASE SHALL A TREE ENCROACH INTO A PUBLIC UTILITY EASEMENT WITHOUT PRIOR UTILITY DEPARTMENT APPROVAL AND ONLY SOD CAN BE INSTALLED WITHIN 7.5 FEET OF A FIRE HYDRANT UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL. SEE DETAIL 9 ON SHEET LP -5.01 FOR THE LANDSCAPE ROOT BARRIER DETAIL. TREE DISPOSITION PLAN: 1. SEE THE TREE MITIGATION PLAN SHEET TM -1 FOR TREE DISPOSITION INFORMATION. 2. 69 CALIPER INCHES (DBH) ARE PLANNED FOR REMOVAL FROM THE SITE. BECAUSE OF LACK OF AREA FOR ADDITIONAL TREES, THE MONETARY VALUE WILL BE DETERMINED BY CITY STAFF, AND PAID INTO THE CITY'S TREE FUND. IRRIGATION PE 11 FO It MANCE NOTES: 1. ALL LANDSCAPE AREAS WILL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM PROVIDING 100% COVERAGE WITH 50% OVERLAP. 2. THE WATER SOURCE WILL BE A WELL AND PUMP STATION PROVIDING WATER TO A SYSTEM UTILIZING DRIP LINE, SPRAY HEADS & TREE BUBBLERS. 3. THE SYSTEM WILL BE CONTROLLED BY A SMART CONTROLLER AND WILL UTILIZE A RAIN SENSOR. HOURS OF OPERATION WILL BE BETWEEN THE HOURS OF 10 PM AND 6AM. SCOTT BARBER DESIGNS P.A. LANDSCAPE ARCHITECTURE & PLANNING LC -26000593 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 - O �p,NDsc4 'II __�«. .- J. 9 1, (D •; LA -0001660 • r^ ; id• •---1� // STATE ' OF 't\Fk 0 RID== Digitally signed by Scott Barber Date: 2018.12.04 06:47:27 -05'00' Scott Barber r REVISIONS REV DATE COMMENT BY i 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: 18-010.34 SJB CR 12/3/18 AS NOTED LP_12-3-18.DWG PROJECT: WAWA FOR THE EERBER COMPANY, INC. LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: L4 C CANOPY T EE PLANT' G NOTES: 1. EACH TREE SHALL RECEIVE SIX "AGRIFORM" 21 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS. 2. ALL TREES SHALL HAVE A MINIMUM CLEARANCE OF 15' FROM LIGHT POLES, AND SHALL NOT BE INSTALLED WITHIN 10 FT. OF ANY ABOVE GROUND UTILITIES OR WITHIN 30 FT. OF THE FACE OF A STOP SIGN. 3. ALL TREE TRIMMING SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)A-300 PRUNING STANDARDS. 120° 120° PLAN NOTES: 1. CONTRACTOR SHALL ENSURE ADEQUATE SOIL 120° PERCOLATION FOR ALL TREE PITS PRIOR TO INSTALLATION. FOR PERCOLATION RATES LOWER THAT 1" PER HOUR A TREE SUMP WILL BE REQUIRED. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION PROTECT TREE WITH BLACK RUBBER HOSE. FLUORESCENT ORANGE SAFETY FLAGS ON ALL GUY WIRES #12 GAUGE DOUBLE TWISTED GALVANIZE WIRE OR APPROVED EQUAL 3" MULCH AS SPECIFIED MIN. 24" FROM TRUNK BERM SOIL TO HOLD WATER REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS. FINISHED GRADE CANOPY T EE 2" X 4" X 3' WOOD STAKES OR APPROVED EQUAL PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS ROOT BALL SET 3"-4" ABOVE FINISHED GRADE UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER EXISTING SUBGRADE SCALE: NTS O PLAN 24" 1 24" V 11111 ya�R 1 1-111- 1 -I IIII IIII 12" MIN - SECTION 'A' ��TYPICAL SCALE: NTS Is\ 11 11 1�1 Imo-SiOO iyiyiyiyi5di 5k AISED PLANTER DETAIL BOLLARD, BY OTHERS PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS EDGE OF PAVEMENT BELOW DRAIN BELOW, BY OTHERS PLANTER IRRIGATION - TYP. SEE IRRIGATION PLAN PLANT MATERIAL TYP. - SEE LANDSCAPE PLAN PLANT MATERIAL - SEE PLANTING PLAN BOLLARD - BY OTHERS FILL WITH A 50/50 MIX OF SAND AND POTTING SOIL, WITH 5.5 TO 6.5 pH TO 3" BELOW TOP OF PLANTER POT. APPLY RON-STAR PRE -EMERGENT HERBICIDE AND A SLOW RELEASE FERTILIZER AND MIX INTO THE TOP 6 INCHES. AFTER PLANING APPLY A 2 INCH LAYER OF PINE BARK MULCH FINES. PLANTER, SEE LANDSCAPE PLAN FOR SPECIFICATIONS IRRIGATION TYP. - SEE IRRIGATION PLAN FILL BASE OF POT WITH 1" OF NO. 57 STONE FOR EVERY 5" OF PLANTER HEIGHT DRAINAGE PIPE WITH ATRIUM GRATE TO BE CONNECTED TO DRAINAGE SYSTEM, SEE CIVIL PLANS ADJACENT CONDITIONS VARY - SEE SITE PLAN 6" - NO. 57 STONE OVER LANDSCAPE FABRIC IRRIGATION LATERAL LINE CONDUIT, SEE IRRIGATION PLAN FOR LOCATION NOTES: 1. ALL MULCH SHALL BE PEST AND INSECT FREE. 2. COMPLETELY REMOVE EXISTING SOD AS REQUIRED PRIOR TO PLACING MULCH. Ix I A III I I -I I I I i � l l 111 I I= I MULCH APPLICATION SOD (PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS.) 3" MIN. MULCH (SEE PLANT SCHEDULE FOR SPECIFICATIONS) PLANTING SOIL (FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS, SEE SPECIFICATIONS.) SCALE: NTS G t \ VARIES - SEE PLANS ADJACENT CONDITIONS MAY VARY. SEE CIVIL ENGINEERING PLANS j ji' j r:i j Oji: IIIIII111 III1111I _11111111 1I - AVEL APPLICATION SCALE: NTS a ��Ilml�lh�ll�hil�l II II -1 1-III=1111 111 11- -111 1 I I -III- I II SOD APPLICATION 3" MINIMUM GRAVEL MULCH: 1"-3" BROWN RIVER ROCK 1/8" X 5 1/2" CLEAN LINE ALUMINUM EDGING BY PERMALOC (COLOR: BLACK), OR APPROVED EQUAL, BETWEEN GRAVEL AND ADJACENT SOD OR PLANTING BEDS 2 OZ. WEEDSTOPPER SPUNBOND FILTER FABRIC BY FABRISCAPE, OR APPROVED EQUAL COMPACTED SUBGRADE SIDEWALK OR OTHER PAVING TOP OF SOD TO BE FLUSH WITH PAVEMENT 1" TO 3" 3" EXISTING SOIL LAYER CLEANED OF DEBRIS AND AMENDED AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS SCALE: NTS LIMIT OF WORK pti110- --.46,.-t-447-, - 0 Writ ,i0 --..*1 4r "� Avow fir kg �4tW �\ 4"x4" PINE POST 2"x4" RAILING DISTANCE VARIES W/CROWN OF TREE (6 FT. MIN.) EXISTING GRADE 4 IA %/\ ORANGE MESH CONSTRUCTION FENCING HIGH DENSITY PE "ALL PURPOSE BARRIER" BY CONWED OR EQUAL. 800-888-5933 T 16 EE SCALE: NTS A 16 \\/\\/\ \ ICADE DETAIL 4 Z 2 00 PLAN NOTES: 1. NO CONSTRUCTION TRAFFIC, CUTTING, FILLING STAGING, TRENCHING OR ROOT COMPACTION WITHIN TREE BARRICADE. 2. PLACE BARRICADE AROUND TREES TO REMAIN BASED ON THE VEGETATION PROTECTION BARRICADE PERMIT AND OBTAIN COUNTY APPROVAL OF INSTALLATION PRIOR TO DEMOLITION, CLEARING, OR SITEWORK. 3. BARRIER TO BE ERECTED AROUND TREES TO REMAIN WITH 4 INCH DBH AND GREATER. 15' 7.5' / 7.5' ROOT BARRIER BY "BIOBARRIER° AND/OR "DEEP ROOT" LANDSCAPE 5MIN 7.0' MIN. WI BARRIER 10' MIN Wl() RARRIFR OOT A \ RIE 1® \ Z 0 U 1 PUBLIC' WATER AND/OR SEWER FACILITIES 0E. MAINS, SERVICES AND/OR LATERALS) DETAIL SCALE: NTS 0 x uJ w = U LuLu > ry U 120° 120° 120° �, PLAN 11 NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 4. PRESSURE TREATED PINE TO BE USED FOR ALL WOOD STAKING AND BRACING MEMBERS. NO HURRICANE CUT PALMS. PRUNE IN FIELD & LEAVE 1/3 OF THE FRONDS AND TIE WITH NATURAL TWINE. DO NOT DAMAGE BUD. 5 LAYERS BURLAP AT POINT OF SUPPORT 2"X4"X16" BATTENS, QUANTITY AS NECESSARY STEEL BAND TO SECURE BATTENS TOE NAIL 3(2X4) TO WOOD BATTENS, NO NAILS IN TRUNK OF PALM KEEP MULCH 6" FROM BASE 3" LAYER OF MULCH, SEE SPECIFICATIONS 3" DEPRESSION, WITH 6" SAUCER TO HOLD WATER 3 - 2" X 4" WOOD BRACES NAILED TO STAKES FINISHED GRADE 36" MIN. I Az -14) SA III III III AL PALM T t \ EE 3 - 2" X 4" X 48" WOOD STAKES - 36" DEPTH MINIMUM PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS ROOT BALL SET 3"-4" ABOVE FINISHED GRADE UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER EXISTING SUBGRADE NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 2. ALL PLANTING PITS SHOULD HAVE VERTICAL SIDES AND BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. PLANT MATERIAL SHALL BE INSTALLED 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 4. WHERE GROUND COVERS ARE USED IN MASSES, THE ENTIRE BED SHALL BE EXCAVATED PRIOR TO RECEIVING PLANT MATERIAL AND PLANTING SOIL EXCEPT WHERE SPECIFIED. 5. ALL PLANT MATERIAL MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED. REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING 'X'. 6. PLANT MATERIAL INSTALLED ADJACENT TO STRAIGHT EDGES SHALL BE SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. THOSE INSTALLED ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE EXISTING CONDITIONS -\ PLAN MULCH 1 1 M. �V IIIMIIi'�M�`;IIIII;IIIIlll11 - - 1111111F nmfA,■dodo.; Ago., nnnr is' ov�'Ce'odomeoll PROVIDE A MINIMUM OF 18" SPACING BETWEEN DIFFERENT PLANT TYPES 18" SETBACK FOR ALL SHRUBS PLANTED 24" O.C. OR GREATER (12" SETBACK FOR ANNUALS AND GROUND COVER) CURB OR EDGE OF PAVEMENT PLANT BED LINE 3" MINIMUM OF MULCH BERM SOIL TO HOLD WATER MINIMUM DEPTH OF 12" PLANTING SOIL FOR GROUND COVER BEDS EXCAVATE ENTIRE BED FOR GROUND COVER LOCATIONS f INISHED GRADE SH 11\ �J SCALE: NTS -I I AND G 1_=w- OUND COVE GENERAL LANDSCAPE NO ES: PLANTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS. SEE GENERAL LANDSCAPE NOTE 4 & 11 FOR SPECIFICATIONS EXISTING SUBGRADE UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER 1. NO REFERENCE TO ENGINEERING SHOULD BE MADE FROM THIS SHEET. SHEET(S) ARE FOR LANDSCAPE REFERENCE ONLY. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANS AND WRITTEN SPECIFICATIONS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE OWNER'S REP. 3. THE LANDSCAPE PLANTINGS SHALL BE INSTALLED IN COMPLIANCE WITH EXISTING CODES AND APPLICABLE DEED RESTRICTIONS OR REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MATERIALS AND QUANTITIES PRIOR TO BIDDING, AND NOTIFY OWNER'S REP OF ANY PLAN DISCREPANCIES PRIOR TO CONSTRUCTION. RESOLUTION OF DISCREPANCIES FOUND DURING CONSTRUCTION SHALL BE IN FAVOR OF THE OWNER. 5. ANY DEVIATION FROM PLANT QUANTITY, SIZE OR GRADE MAY JEOPARDIZE THE CERTIFICATE OF OCCUPANCY. 6. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS ARE MINIMUMS ONLY. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. OWNER'S REP SHALL BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS. 7. CONTRACTOR TO NOTIFY 'SUNSHINE STATE ONE CALL OF FLORIDA, INC AT 800-432-4770 TWO FULL BUSINESS DAYS PRIOR TO DIGGING FOR UNDERGROUND UTILITY LOCATIONS. 8. THE HEALTHY, NEAT, AND ORDERLY APPEARANCE OF ALL REQUIRED LANDSCAPING MATERIALS IS THE CONTINUAL RESPONSIBILITY OF THE PROPERTY OWNER AFTER FINAL ACCEPTANCE. GENERAL PI ,AIS TING NO ES: 1. NUISANCE, EXOTIC PLANT SPECIES REMOVAL SHALL BE COMPLETED IN ACCORDANCE WITH SECTIONS OF THE MUNICIPAL REGULATIONS, GUIDELINES AND STANDARDS. 2. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER, AS SET FORTH BY THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS, 3. PLANT MATERIAL SHALL BE LOCAL FLORIDA NURSERY STOCK. 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TOPSOIL / PLANTING SOIL ANALYSIS REPORT WITH FERTILIZER RECOMMENDATIONS, FOR ORNAMENTAL PLANTINGS, PRIOR TO INSTALLATION OF THE PLANTING SOIL. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY IMPROPER SOIL CONDITIONS (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL AMENDMENTS AND/OR FERTILIZER RECOMMENDED BY THE SOIL ANALYSIS REPORT FOR HEALTHY, VIGOROUS PLANT GROWTH. SEE NOTE 11. 5. ALL PLANT MATERIAL HOLES SHALL BE HAND DUG EXCEPT WHERE MACHINE DUG HOLES WILL NOT ADVERSELY AFFECT OR DAMAGE UTILITIES OR PROJECT IMPROVEMENTS. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPE ELEMENTS UNTIL FINAL ACCEPTANCE BY THE OWNER'S REP. THIS MAINTENANCE SHALL INCLUDE BUT MAY NOT BE LIMITED TO MOWING, EDGING AND TRIMMING GRASS, KEEPING PLANTING BEDS FREE OF DEBRIS AND WEEDS, MANAGING ALL DISEASE OR INFESTATION, WATERING OF PLANT MATERIALS, AND MAINTAINING MULCH. 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER'S REP. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND STAKE ALL UTILITIES. A MINIMUM OF TEN FEET SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREE PLANTINGS. IN ADDITION, ALL TREES SHALL BE LOCATED AT LEAST SIX FEET AWAY FROM THE FLOW LINE OF SWALES AND PROPOSED OR EXISTING STORM WATER INLETS. 9. NEW PLANT MATERIAL TO BE INSTALLED WILL BE FIELD ADJUSTED TO ACCOMMODATE EXISTING PLANT MATERIAL SUCH AS OVERHEAD CANOPY TREES, UNDER -STORY TREES AND SHRUBS OR GROUND COVER. THIS WILL ENSURE EXISTING PLANT MATERIAL TO REMAIN IN ITS NATURAL STATE. THEREFORE, NO EXISTING PLANT MATERIAL WILL BE ALTERED BY REMOVING, CUTTING TRIMMING OR DESTROYING IN ORDER TO INSTALL NEW PLANT MATERIAL. 10. ALL PLANT MATERIALS TO BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. BAG GROWN PLANTS ARE NOT ACCEPTABLE. 11. THE PLANTING SOIL USED IN THE PLANTING OPERATIONS SHALL BE A MIXTURE OF 2 PARTS EXISTING TOPSOIL AND 1 PART CLEAN SAND. THE TOPSOIL SHALL CONSIST OF NATURAL, FRIABLE, FINE LOAM SOIL WITH A pH OF 5.5 TO 7.0, AND 3-5% ORGANIC MATTER. IT SHALL BE FREE OF WEED SEEDS, PATHOGENS, LITTER, SOD, CLAY, ROAD BASE, STONES, ROOTS AND STUMPS. SOIL DEPTH SPECIFIED ON THE PLANS IS MEASURED AFTER LIGHT COMPACTION. TOP SOIL THAT DOES NO T MEET THIS SPEC SHALL BE SUBSTITUTED WITH PROPER BORROW SOIL. SEE NOTE 4. 12. BED PREPARATION: LOOSEN SOIL TO A MINIMUM DEPTH OF TWELVE INCHES AND REMOVE ALL DEBRIS. RE -GRADE THE BED TO ITS ORIGINAL GRADE. DIG PLANTING PITS AT 1.5 TIMES THE DIAMETER OF THE POT. FILL PLANT PIT WITH SPECIFIED PLANTING MIX AND COMPACT SO THAT THE TOP OF ROOT BALL WILL SETTLE 1/8 DEPTH OF THE ROOT BALL ABOVE FINISH GRADE. SET PLANT AND FILL REMAINDER OF HOLE WITH PLANTING MIX. FERTILIZE EACH PLANT WITH THE RECOMMENDED RATE BASED ON SOIL ANALYSIS AND RECOMMENDATIONS. WATER IN THOROUGHLY. RESET ANY PLANTS THAT SETTLE TOO DEEP. REMOVE SPOIL SOIL AND RAKE THE BED TO ITS FINISH GRADE. COVER ALL BED AREAS WITH A 3" DEPTH OF APPROVED ORGANIC MULCH, ENSURE MULCH OVER ROOT BALLS DOES NOT EXCEED A DEPTH OF ONE INCH. REMOVE ALL DEBRIS FROM THE MULCH. WATER BED THOROUGHLY. 13. ALL PROPOSED PLANTING AREAS SHALL RECEIVE A THREE INCH LAYER OF MULCH. ALL TREES NOT LOCATED WITHIN A PLANTING BED SHALL RECEIVE A FOUR FEET DIAMETER MULCH RING. MULCH SHALL BE DOUBLE GROUND HARDWOOD WITH COCOA BROWN COLOR. 14. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING THE FINE GRADING OF PLANTING AREAS TO ENSURE AT LEAST THREE PERCENT POSITIVE DRAINAGE AWAY FROM BUILDINGS AND INTO TURF AREAS, PONDS, STREETS OR OTHER DRAINAGE WAYS. IN ADDITION, THE FINISH MULCH ELEVATION AT THE BUILDINGS SHALL BE AT LEAST SIX INCHES BELOW FINISH FLOOR OF THE ADJACENT BUILDING. PARKING LOT ISLANDS SHALL SLOPE AT THREE PERCENT FROM CENTER. TURF AND PLANTING BEDS SHALL MEET SIDEWALKS AND FLATWORK AT TWO INCHES BELOW THE FLATWORK. 15. SLOPES GREATER THAN 4:1 SHALL REQUIRE SODDING FOR STABILIZATION. 16. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE AND MAYBE UTILIZED AT THE OWNERS DISCRETION. 17. IF ALTERNATIVE VEGETATION IS UTILIZED (I.E. MATCHING AND/OR EXTENDING EXISTING SHRUB BED, THE INSTALLED MATERIAL MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASES. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE TO FLORIDA NO.1 GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS", PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. MATERIAL IN SOME INSTANCES SHALL EXCEED NO. 1 GRADE, IN ORDER TO MEET THE MINIMUM REQUIREMENTS OF THIS PROJECT. 18. SOD SHALL BE INSTALLED IN ALL DISTURBED LANDSCAPE AREAS THAT ARE NOT PLANTED OR HARDSCAPED. CONTRACTOR SHALL VERIFY SOD QUANTITY. 19. LANDSCAPE CONTRACTOR SHALL REPAIR, RELOCATE AND/OR REPLACE ANY CONSTRUCTION DAMAGED OR REMOVED LANDSCAPE MATERIALS, ON OR OFF SITE, THAT ARE NOT DELINEATED ON THE DEMOLITION PLANS. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER'S REP. PRIOR TO ANY REMEDIATION LANDSCAPE EFFORTS. 20. SEE IRRIGATION SHEET LI -1.01 FOR THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM TO BE INSTALLED, THAT WILL PROVIDE 100 PERCENT COVERAGE WITH 50 PERCENT OVERLAP FOR ALL LANDSCAPE. THE WATER SOURCE WILL BE A WELL. THE IRRIGATION SYSTEM IS DESIGNED WITH HYDRO -ZONES, BASED ON PLANT WATERING NEEDS. TURF, SHRUBS, TREES WILL BE WATERED ON SEPARATE ZONES WITH BUBBLER HEADS. REE E / PALM 1') ELOCATION P OCEDTTRES" 1. DETERMINE IN THE FIELD IF THE PALM IS THE CORRECT SIZE FOR TREE SPADE RELOCATION, AND REPORT TO THE LANDSCAPE ARCHITECT THE CHOSEN METHOD OF TREE RELOCATION FOR APPROVAL PRIOR TO DIGGING. PALMS MAY BE HAND DUG BASED ON INDUSTRY STANDARDS AND DETAILS ON THIS SHEET. 2. PREPARATION FOR PALM RELOCATION a. BY HAND, REMOVE ALL OTHER VEGETATION AWAY FROM THE TRUNK OUT TO THE DRIPLINE b. MOVE TREE ONE TIME FOR BEST SURVIVABILITY RATE c. AFTER THE ROOT BALL PREPARATION PROCESS, REMOVE MULCH WITHIN THE ROOT BALL TRENCH d. TIGHTLY WRAP BURLAP AROUND THE EXPOSED ROOT BALL SIDES TO RETAIN ROOT BALL SOIL DURING RELOCATION e. UNDERCUT THE ROOT BALL TO REDUCE DAMAGE WHEN LIFTING TREE f. DIG HOLE TO RECEIVE THE ROOT BALL, 3 FEET LARGER IN DIAMETER g. DIG HOLE TO RECEIVE THE ROOT BALL WITH SIMILAR DEPTH AS ROOT BALL h. INSTALL TREE AND BACKFILL WITH SPECIFIED TOPSOIL, AND WATER IN, DO NOT COMPACT BACKFILL i DO NOT BACKFILL SOIL OVER ORIGINAL GRADE OF ROOT BALL, AND INSTALL 1 INCH OF MULCH COVER OVER ROOT BALL j. INSTALL TEMPORARY IRRIGATION SYSTEM OVER ROOT BALL k. WATER ENTIRE ROOT BALL DAILY WITH ONE INCH OF WATER FOR ONE MONTH PER INCH CALIPER (ESTABLISHMENT PERIOD) I. INSTALL TREE PROTECTION BARRICADE AROUND THE OUTSIDE OF THE BACKFILLED AREA, UNTIL END OF CONSTRUCTION 3. AFTER THE ESTABLISHMENT PERIOD, WATER AND MAINTAIN TREES AND PALMS AS SPECIFIED FOR NEW PLANTS. SCOTT BARBER DESIGNS P.A. LANDSCAPE ARCHITECTURE & PLANNING LC -26000593 1551 WYNDCLIFF DRIVE WELLINGTON, FL 33414 (561) 309-7263 o�p,•••••. F��1II :voC) yi . d w • LA -0001660 •. ; �i • STATE //ill* . OF \\\\ ° RIOP�-= Digitally signed by Scott Barber Date: 2018.12.04 06:43:01 -05'00' Scott Barber 1 ]REVISIONS REV DATE COMMENT BY \ •J 811 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.callsunshine.com J NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: 18-010.34 SJB CR 12/3/18 AS NOTED LP_12-3-18.DWG PROJECT: WAWA FOR THE FERBER COMPANY, INC" LOCATION OF SITE NWC NE. PARK ST & SW. 2ND AVE. OKEECHOBEE,FL 34972 CITY OF OKEECHOBEE SCALE: SHEET TITLE: LANDSCAPE NOTES - DETAILS SHEET NUMBER: C C:\USERS\SBARBER\DOCUMENTS\DESKTOP 6-12-18\PROJECTS\SBD\BOHLER - 010\PROJECTS\18-010.34 WAWA (CITY OF OKEECHOBEE)\DRAWINGS\CAD\LP_12-4-18.DWG PRINTED BY: SBARBER 12.04.18 @ 6:42 AM LAST SAVED BY: SBARBER (plum SEE SHEET2 FOR BOUNDARY AND TOPOGRAPHIC SURVEY AL TNNSPS LAND TITLE SURVEY / PLAT OF FIELD SURVEY PERFORMED BY: B 0 UNDA R YAND TOPO GRA PHI C SUR VEY 01 =z^ 2j�m� a a a N MACSURVEY, INC., (LICENSED BUSINESS #7929) ADDRESS: 22091 US 19 NORTH -FOR- LEGAL DESCRIPTION (PARCEL 1) 0 ;, > Z CLEARWA TER, FLORIDA 33765 PHONE. 727-725-3269 LOTS 1 THROUGH 4, INCLUSIVE, BLOCK 156, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS THE FERBER COMPA N Y RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT ALSO FIELD WORK PERFORMED UNDER THE DIRECTION OF CHRISTOPHER P. MCLAUGHLIN, 4 BEING RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER # 6614. LOTS 1 THROUGH AND FLORIDA., LOTS 7THROUGH 12,BLOCK 156 LEGAL DESCRIPTION (PARCEL 2) KM( Z E foo¢; S Q �n ( w i 1 o Z TOWN OF OKEECHOBEE LOTS 7, 8, 9, AND 10, BLOCK 156, CITY OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED PLAT BOOK 1, PAGE 10 AND IN PLAT BOOK 5, PAGE(S) 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. z J PLAT BOOK 5, PAGE 5 LEGAL DESCRIPTION (PARCEL 3) OKEECHOBEE COUNTY, FLORIDA LOTS 11 AND 12, BLOCK 156, OF THE CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 10 AND REPLA TTED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY FLORIDA. LEGEND VICINITY MAP Q o ± MORE OR LESS ALTA AMERICAN LAND TITLE ASSOCIA TION ACSM AMERICAN CONGRESS ON SURVEYING & MAPPING EL. ELEVATION LB LICENSED BUSINESS NO. NUMBER NOT TO SCALE) NW 4th STREET 1. D. IDENTIFICATION ORB OFFICIAL RECORDS BOOK PG. PAGE PB PLAT BOOK TREE LEGEND (SIZE DENOTED INSIDE SYMBOL) L LENGTH ,vvo, NW 6th AVENUE NW 5th AVENUE NW 4th AVENUE NW 3rd AVENUE NW 2nd AVENUE SURVEY NOTES: R RADIUS,/V A CENTRAL ANGLE (DELTA) DELTA CAMPHOR CEDAR NW 1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 WITH 2011 ADJUSTMENT AS DERIVED FROM THE FLORIDA DEPARTMENT OF CH CHORD LENGTH CB CHORD BEARING PC POINT OF CURVATURE PT POINT OF TANGENCY NSPS NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS g4, °e fro CHERRY CHINABERRY any" 4 TT AVENUE a �a W z z TRANSPORTATION PERMANENT REFERENCE NETWORK. AS A REFERENCE FOR THIS SURVEY, THE BASELINE OF SURVEY OF STA TE ROAD NO. 70 (NORTHWEST PARK STREET) HAS A BEARING OF NORTH 89'50'51" EAST. 2. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER ,) 03 W �, J A CYPRESS 12093C0480C, OKEECHOBEE COUNTY FLORIDA, EFFECTIVE DATE OF JULY 16, 2015, THE PROPERTY DESCRIBED (M) FIELD UMEASUREMENTMEASUREMENT 0 DOGWOOD NW 2nd STREET HEREON LIES WITHIN ZONE "X" (AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). (P) PLAT MEASUREMENT (D) DEED MEASUREMENT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION ELM iii= GUM gym\ PROJECT SITE o .c 3. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TI TLE COMMI TMENT PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILE NUMBERS 5699-335, EFFECTIVE JUNE 27, 2018 AT 8: 00 AM, 5699-336, EFFECTIVE JULY 9, 2018 AT 5: 00 PM, AND 5699-337, EFFECTIVE JULY 10, 2018 AT 11: 00 AM. FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY C/P CAST IRON PIPEto,HICKORY CMP CORRUGATED METAL PIPE �,t HOLLY a c, 4. NORTH—SOUTH AND EAST—WEST TIES TO FOUND MONUMENTATION AND IMPROVEMENTS ARE BASED ON CARDINAL DIRECTION. m i DIP DUCTILE IRON PIPE err US HIGHWAY N( CLIENT THE FERBER COMPANY JOB NO. 180189.0000 DATE 08/14/2018 DRAWN BY JDH CHECKED BY ACAD FILE 2nd—Okeechobee SURALTA.dwg PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE VCC VITRIFIED CLAY PIPE NA VD NORTH AMERICAN VERTICAL DATUM LAUREL OAK LIVE OAK - MAGNOLIA STATE ROAD NO. 70 /NW PARK STREET SE 3rd AVENUE 5. WETLAND AREAS, /F EXISTING, WERE NOT ADDRESSED AS A PART OF THIS SURVEY. 6. THE ACCURACY OF THE SURVEY MEASUREMENTS USED FOR THIS SURVEY MEETS OR EXCEEDS THE EXPECTED USE OF THE PROPERTY DESCRIBED HEREON. (COMMERCIAL/HIGH RISK) 1 FOOT IN 10,000 FEET. NGVD NA TIONAL GEODETIC VERTICAL DATUM CENTERLINE R/W RIGHT OF WAY CCR CERTIFIED CORNER RECORD RLS REGISTERED LAND SURVEYOR LS LAND SURVEYOR 4A,c 0 MAPLE 0 MIMOSA MISC OAK SW 7th AVENUE SW 6th AVENUE SW 5th AVENUE j j w SW PARK STREET SW 2ND STREET w z Lu SE 2nd AVENUE 7. THERE ARE 81 REGULAR PARKING SPACES AND 1 HANDICAPPED PARKING SPACES WITHIN THE BOUNDARY OF THE SUBJECT PARCELS. 8. UNDERGROUND UTILITIES DEPICTED HEREON WERE DESIGNATED BY A YRES AND ASSOCIATES AND LOCATED AS A PART OF THIS SURVEY. NO SOFT DIG EXERCISES WERE PERFORMED TO VERIFY SIZE OR DEPTH OF A UTILITY o FOUND CONCRETE MONUMENT (AS NOTED) o FOUND NAIL (AS NOTED) © FOUND NAIL & DISC (AS NOTED) ® FOUND IRON ROD & CAP (AS NOTED) ® FOUND IRON PIPE (AS NOTED)liz PALM 110 PECAN PINE TREE Lu Q a M I (,) co a N cr) 9. SUBJECT PARCEL CONTAINS:±1.635 ACRES ZONING: CENTRAL BUSINESS DISTRICT 'fi`` SETBACKS (EXCEPT WHERE A GREATER DISTANCE IS REQUIRED BY THESE REGULATIONS FOR A PARTICULAR USE): • FOUND IRON ROD (AS NOTED) SUGAR HACKBERRY MINIMUM FRONT YARD = NONE SET NAIL & DISK (LB 4709) SET 5/8" IRON ROD AND CAP (LB 4709) BENCHMARK AS DESCRIBED 4 SYCAMORE MINIMUM SIDE YARD = NONE OR AT LEAST 8 FEET; 20 FEET /F ABUTTING A RESIDENTIAL ZONING DISTRICT MINIMUM REAR YARD = NONE; 20 FEET /F ABUTTING A RESIDENTIAL ZONING DISTRICT (THE WIDTH OF AN ADJACENT STREET OR ALLEY MAY BE APPLIED TO THE INCREASED SETBACK REQUIRED WHEN lobee\C/V/L3D FILES\2nd—Okeechobee SURALTA.dwg SHEET 1 Aug 15, 2018 9:33om by jhollick (i) DRAINAGE MANHOLE © SANITARY MANHOLE ® SANITARY CLEANOUT 004 SEWER VALVE © TELEPHONE MANHOLE o MONITORING WELL ® BACKFLOW PREVENTOR o WATER METER ►4 WATER VALVE FIRE HYDRANT CONCRETE UTILITY POLE -- METAL UTILITY POLE co-) WOOD UTILITY POLE UTILITY POLE GUY ANCHOR ABUTTING A RESIDENTIAL DISTRICT) MAXIMUM BUILDING HEIGHT = 45 FEET ( ) *SETBACK INFORMATION OBTAINED FROM SECTION 90-315 LOT AND STRUCTURE REQUIREMENTS), CITY OF OKEECHOBEE LAND DEVELOPMENT CODE. 10. NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WAS OBSERVED DURING THE TIME FIELD WORK WAS PERFORMED ON THE SUBJECT PARCEL. 11. NO EVIDENCE OF THE SITE BEING USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL WAS OBSERVED DURING THE TIME FIELD WORK WAS PERFORMED ON THE SUBJECT PARCEL. 12. ELEVA TIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK R 22, SAID POINT BEING A SURVEY DISC STAMPED "R22 1933 31.558" SET IN A CONCRETE STEP AND HAVING AN ELEVA TION OF 30.32 SCHEDULE B, SECTION // EXCEPTIONS (PARCEL 1) FEET PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. x( LIGHT POLE (TYPE NOTED ON SURVEY) -0- S/GN (FROM TITLE COMMITMENT PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILE NO. 5699-335) 13. THIS SURVEY /S NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR • BOLLARD PB WIRE PULLBOX A FIBER OPTIC CABLE MARKER © GAS LINE MARKER ITEMS 1-5 AND 9: NOT ADDRESSED (STANDARD EXCEPTIONS) AND MAPPER. 6. RESERVATION OF THE BOARD OF EDUCATION OF THE STATE OF FLORIDA OF AN UNDIVIDED 3/4 14. THE BASELINE OF SURVEY OF STATE ROAD NO. 70 AS SHOWN HEREON WAS ESTABLISHED BY THE RECOVERY INTEREST IN AND TITLE IN AND TO AN UNDIVIDED 3/4 INTEREST IN ALL THE PHOSPHATE, MINERALS AND AND SURVEY OF CENTERLINE REFERENCE POINTS DEPICTED ON THE FLORIDA DEPARTMENT OF TRANSPORTATION METALS IN, ON OR UNDER THE ABOVE DESCRIBED LANDS, AS CONTAINED IN DEED BOOK 15, PAGE 293, DEED RIGHT—OF—WAY MAP, SECTION 91070-000. INFORMATION OF BLOCK 156 AS SHOWN HEREON WAS DERIVED FROM BOUNDARY AND TOPOGRAPHIC SURVEY FOR THE FERBER COMPANY � J LINE BREAK BOOK 22, PAGE 593 AND DEED BOOK 25, PAGE 292, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. NOTE:SAID RIGHT—OF—WAY MAPS RIGHT OF ENTRY HAS BEEN RELEASED PURSUANT TO F.S. 270.11, FLORIDA STATUTES AFFECTS x x FENCE (AS NOTED) PROPERTY—NOT PLOTTABLE. 15. TOPOGRAPHIC LIMITS WERE DETERMINED BY CLIENT OH OVERHEAD UTILITY LINE S UNDERGROUND SANITARY SEWER 7. TERMS AND CONDITIONS OF THAT LEASE BY AND BETWEEN JACKSONVILLE TOWER ASSOCIATES, LLC, A 16. LOTS SHOWN HEREON ARE PART OF THE TOWN OF OKEECHOBEE, RECORDED IN PLAT BOOK 1, PAGE 10 AND STS UNDERGROUND STORM SEWER - - -BE BE - -- UNDERGROUND ELECTRIC BFT BFT UNDERGROUND FIBER OPTIC DELAWARE LIMITED LIABILITY COMPANY (LANDLORD) AND BANK OF AMERICA, NA, A NATIONAL BANKING PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA AND IS ALSO RECORDED IN ASSOCIA TION AS EVIDENCED BY THAT MEMORANDUM OF LEASE RECORDED IN OFFICIAL RECORDS BOOK 425, PLAT BOOK 2, PAGE 17, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY FLORIDA. PAGE 591. AFFECTS PROPERTY—NOT PLOTTABLE. G G UNDERGROUND GAS - - -BT BI - UNDERGROUND TELEPHONE 8. NOTICE RECORDED IN OFFICIAL RECORDS BOOK 435, PAGE 253. AFFECTS PROPERTY—NOT PLOTTABLE. w w - - — UNDERGROUND WATER DIRT ROAD SCHEDULE B, SECTION 11 EXCEPTIONS (PARCEL 2) ❑ x 10.00 CONCRETE AREA ASPHALT AREA COVERED AREA SPOT ELEVATION (HARD SURFACE) (FROM TI TLE COMMI TMENT PREPARED BY FIDELITY NATIONAL TI TLE INSURANCE COMPANY FILE NO. 5699-336) ITEMS 1-6: NOT ADDRESSED (STANDARD EXCEPTIONS) SURVEYOR'S CERTIFICATE: TO SOUTHEAST INVESTMENTS, INC; BEACHES TITLE SERVICES, LLC; FIDELITY NATIONAL TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH /T IS BASED WERE MADE IN ACCORDANCE SCHEDULE B, SECTION II EXCEPTIONS 3) (PARCEL WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY x 10.0 SPOT ELEVA TION (GROUND) (FROM TITLE COMMITMENT PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILE NO. 5699-337) ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 8, 9, 13, 14, 16, 17 AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON AUGUST 10th, 2018. o ITEMS 1-6: NOT ADDRESSED (STANDARD EXCEPTIONS) DATE OF PLAT OR MAP: AUGUST 14, 2018 0 L.4, / FURTHER CERTIFY THIS SURVEY MEETS THE APPLICABLE "STANDARDS OF PRACTICE" AS SET FORTH BY THE FLORIDA W BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050—.052, FLORIDA ADMINISTRATIVE CODE. Y 0 W 2 N JEREMY D. HALLICK, FLORIDA LICENSED SURVEYOR & MAPPER DATE FLORIDA REGISTRATION NO. 6715 0 J ,'IIw HIIIIIII1 + 28.54 + 28.54 28.45 + 28.40 28.44 28.35 + + + FOUND NAIL AND DISC (L87805) 0.15' NORTH, 0.11' WEST (CORNER LOCATION ESTABLISHED FROM FDOT RIGHT-OF-WAY MAP) BACK OF WALK 0.05' SOUTH 128.44 INV EL=2375'(12'RCP)- ' I �I I I I L I' NORTHWEST 2nd STREET + 28.45 1 + 28.39 + 28.52 + 28.64 EIGHTH STREET (PLAT) + 28.78 + 28.80 I FOUND 5/8" IRON ROD (NO IDENTIFICATION) (70' WIDE PUBIC RIGHT-OF-WAY) il 28.28 p• 1O' NORTH, D.1 D' WEST 28.33 28.44 2R'S5 28.57 28.56 + 28.57 28.59 +28.28 2824 i 28.26 28.31 28.38 28.+38 + 28.47 + 28.48 + 28.54 �2S.J4 28.55 28.54 1 \UR8INLI\\\ ET GRATE AT PA VEM T=27.45' -1 INV a= 24.09 RCP) 2.0' CONCRETE FIBER OPTIC I CURB (TYPICAL) PULL BOX 1 27.84 27.70 27.82 27.80 27.88 27.83 28.03 27.94 27.98 27.91 28.05 28.09 28.04 27 58 27.44 27.63 77.65+27.95 I I m Q m + 28.E8 + 28.90 I 0 + 28.71 m I P8,26 28.42 8.08 + + 28.15+ SEE SHEET 1 FOR SURVEY NOTES, CERTIFICATIONS, DESCRIPTION, SCHEDULE 8, SECTION II EXCEPTIONS, AND LEGEND +28.85 28.69 WQNO A ENGINEERS ,c iY A SURVEYORS A PLANNERS AND ASSOCIATES, INC. LB 4709 4450 NE 83RD ROAD - NILDWOOD, f1 34785 - (352) 748-3126 f +28.19 7.6. I I I 27.95 128.22 28.33 '� 28.11 27.80 27.82�I f�2Z81 27.85 2Z9 27.50 28.06 p'cu 8 2 p , BFo- _ ���_�`&Pi5-�T DF��L(NE- - - - -BFO - - - `� 27.60 ,.27 27.94 N89 49 52 E 7o.29'2770 _2_27.9�55 _279_o 27.89 2787 BFo- - - - -BFo- - - - BFO- - 0_27.5 BFo- - - -- BFo- - - - - BFO- - BF -�� - - - - - BFB - BFO- - - - - BFO- - - - - BFO- - - - - BM- 2� BFO- BFO- CONCRETE SIDEWALK ° ' " 199.97' _ , 00 28.02 N8950 24 E 99.98'100 (P) N89 50 24 E 28.30 28.09 BFO - - �, 28. i l t �II 111111 111111 IIIIIIIIII� -? -�4' •' 28.02 28.38 r SIDEWALK 2s. os •t:� 1 1 128.44 28.56, 2792 + 28.39 28.50 + 28.39 2Z98 O' P 2Z99 1 28.00 28.00 5 p'(p) 28.10 28.14 5 p'/p) t I 128.22 50 (p) 28.30 28.29 1 I 50 50 I • 28.49+ 28.50 N 0 N I 1 FOUND 5/8" IRON ROD N 28.37 29.37 4 I AND CAP «85157) 1),9•-' N N I Vu 44.0' - DAi + 28.6 29.48 L+4 ov 2 N 28.8 +i;t: N _ 28.23 28.25 28.26 28.30 28.34 28.37 _ 28.32 28. ¢0 28.44 28.42 28.46 - 28.46 + 2 8.46 28.51 28.50 _ 28.46 o - 28.46 N - BT- T- -I o - { t29.47 29.510128.26 28.33 _ _ _ _ r N Y 29.52 FOUND 5/8" IRON ROD N N N 3� L.., LO N 36.6' 06 a N "i 28.39 ASPHALT PARKING LOT AND CAP «84569) SOUTH) 1 N , W 0 m t, 28.43 o N y(p) 28.40 CONCRETE 28.91 COVERED ENTRY h iV N - 1 1 28' 44 PARCEL 1 OWNER: 205 N. PARROT HOLDINGS, LLC AVE 0.60' CORNER OF WALK: (LEANING SOUTH OF CORNER I 0.6' NORTH, 0.7' EAST b m I 03 1 W � Q 0 _ 2a. oD o h 28.40 28.52 28.60 28.54 28.64 28.54 18.60 (±0.654 ACRES)1 I _ 28.61 28.58 28.58 - 28.51 - 8.57 _ 28.56 28.46 28.44 28.46 oN, 1 28.87 + 29.03 ONE STORY COMMERCIAL 2J-' 2936-1 28. _ _ 28. ° , 28.37 + + 26. so N •o ONE STORY COMMERCIAL BUILDING ADDRESS BU/LD/NG ADDRESS 180 NW 3rd AVENUE o 2a 41 1 • 28.28 N N 12795 N N + 28.65 + 2a• as + 28.70 _ 0 N N 28.36 _ 0 0 10 20 40 180 NW Jrd AVENUE OWNER: R.H. BARBER -1, Li o Q. - �. OWNER: JMASS MANAGEMENT, LLC FINISHED FLOOR 0 `.1'� i.: 13 F 28.50 co N � .,t. , EL. =29.58 o h � � N 28.46 28.81 22 7 N `I N 1 INCH = 20 FEET N 4.0' M 1 8.�0 iB.4 28.69 T 28.56 Cw 28.72 28.60 :.32 FIBER OP77C ro N N a ,xs 28.83 4.0' N(75 GRASS ISLAND GRASS ISLAND GRASS ISLAND PULL BOX AS N.:* N 28.72 28.76 7R 7R 28.71 N 28.44 J W I oO +28.61 28.64 28.63 ,• U rn o N. I eo N 29.9' +28.6•:::,,,„`r 2 Ct N N LOT 4 LOT 3 LOT 2 LOT 10 �-• o Z N LOT 6 LOT 5 o I N + 28.1 + 28.63 �� 0 0 rl � Eur 16.1' / 1 x �� 28.26 I F2'6 27.93 28.30 2 28.34, OLVI.A PT/ + N 4 co V 1.2' ti m + 28.1 FENCE CORNER 2.9' EAST + 28.62 I 128.63 28.74 28.69 28.69 28.54 28.43 28.2 _ 28.37 I 28.16 I I 'Y JHB v rn + + 28.77 + 28.99 + 28.78 2795_ N . 28 6 m / / x X 2 ASPHALT AREA _ _ BLOCK 156 _ 28.58 8.66 128.60 _ 28.76 28.57- 28.53 28 _ _ _ 28.63 59 1 N N _ ti a { 2Z80 N N 28.26 + 28.55 + 28.74 + 28.57 _ d 28.22 " 0 Il 25.3' + / + 28.4 11 ¢ ASPHALT PARKING LOTm 28.51 28.52 FOUND 5/8" IRON RODui AND CAP «84569) I 44 Q I 3 _ �N 28.41 28.99 o I UNKNOWN BURIED COMMUNICATION 6 FOUND 5/8" / x IRON ROD 28.45 NORTHING: 1,058,004.39' 1 I o EASTING: 711,015.58' o 28. 3 N b m N 1 N 12771 28.19 BENCHMARK#2 W BENCHMARK#1 `" MAG NAIL AND DISC s (NO IDENTIFICATION) ro o NORTHING: 1,057,997.55' v FASTING: 710,699.70' coN o °p W o + 28.47 + 28.70 FOUND 5/8" IRON ROD (NO IDENTIFICATION) FIBER OP77C 0.28' NORTH, 0.06' WEST - , PULL BOX 5O P o 5. + 28.7 LINE I m 14 , 7-10 , , ) AND CAP «84569) 0.08' SOUTH, 0.08' WEST x x + 28.53 FENCE CORNER FENCE CORNER 2.2' NORTH, 4.1' EAST -11-10 2.5' NORTH 50 + 2�.4s 24.40 245 28.39 , 50 ) 26.31 P8.4t 28.32 28 3s I 200 p) 28.32 128.30- EDGE OF WALK 0.1' EAST 28.26 2829 26.3o COMMUN A7/ONS •ULL BOX 28.1: o N 28.051_ MAC NAIL AND DISC (NO IDENTIFICATION) NORTHING: 1,057,995.34' EASTING: 711,031.39' ELEVATION: 28.15' 0 - - lit FERBER COWAN O O O O of 00 O cv CHE Okeechobee SURA N N°° 28.87 / •r3'r x x W ly y/ 50'(P) 50'(P) o - ELEVATION: 28.30'- 28.35 �y o 1 out] - - - - - - _� A H �,; -:J W o O u �.:�/.�� s oar o� - - oHu .a o u oHuC�,uami, O RIM EL. =28.26 , _ N c �., c �,-. z, ..�,•��. c c - c 0 0 c _ y v o I� NORTH INV. EL=22.96'(4 UNKNO _ _ BT � g Iie • _ _ _ Br er =8 _ _ _ -BT - - NN n sGLJ1 INV. EL=2281(8"VCC) •I N - -BP - B' B" 3r ----e1-- - • ALLEY - N EAST INV. EL=2275(8"VCC) © S N •.SJ •�,. S S 28.3 S S S + 11.11‘01 BT S 2�5 S S 26.4 S S s 75 s +;8.6 S s s S s s s s s s s S 3� S A r 528.42 5+28.64S S 46 S S S S S S S S S-0 Ol W �i K •N W - - O W - - - -Wi`.- - W - - W-- w W W - - - - -W - - :.... IEA-7POM.� i_ W W - - wa. W CLIENT d JOB NO. 0 DRAWN ACAD FI N m - -ST-WV- -BT-W _ --�T W �S W-- --W---- PULL BOX - -W W - - - W +��63W - - 5��� W- �J:// t.. • T- -. t,_ _ :T- - ' WEST INV. L=21. 4' 12"VCC) SOUTHEAST INV. EL=21.74'(12"PVC) 28.65 28.81 I - ° - s _ _. N +6I •D ' Eg :. • , - - - BT- - v a R. • s :3� '- - �= BFO-WE,"PI • EV- - - i (P) 50 (P) o- , G 50 ( �- h W ^\ ~ Q - j 3 N 0 �� 8.62 28.78 50N8. 28.73 2 CONCRETE 'ARKING 50 (P30 _ I, +28.2 300 (P) +28.4 24. �P0 © SET NAIL AND DISC «84709) N : 1 1, O I cow' N O 77 o Z _ ti Q OI 0 O, y o ~ ,c) a ^ N IN 28.'2 N 128.6 o N + 28.2 NORTHING: 1, 057, 989.39' EAEDGENOF WALK 0�' WEST' m 1 N Q 2810, 1 Lu N C� r ,C 27.94 co O o 0 0 N 28.59 28.65 ® 28.90 28.60 ti I 28.92 1 2 '6 + 28.0 a t U ,, lu c Q 1..,,_. Lu ti •-• ca p 3 W N 1 CONCRETE SIDEWALK • • 29.01 28.9 29.11 1 28.9 I 28.96 28. e8 28.9 28 97 29.00 28. 28.35 77 oy 27.58 �- V) lu CO + 28.05 a (n U W N EL 'EE PROPERTY N 16, H, RANGE 35 EA UNTY, FLORIDA. CENTERLINE REFERENCE PO/NT Z 3 L. L. a- Z Z o o 27.82 Q o ki o2IN 0 0 \ .' I o N N N el e, 42.1 TWO STORY COMMERCIAL 42.1' TWO STORY COMMERCIAL + 28.5 N I N 4, 2 N ' 1 Y �s CC 0 0 ,D 28.03 28.31 N V- FOUND NAIL AND DISC (LB7805) o 1 )-SZ ' 179.2 raj 1 96-(Z ps YZ 1 NIOd *9-Z3 65' ZZ N d- + N + LZ, BU/LD/NG ADDRESS 210 NW PARK STREET FINISHED FLOOR EL.=29.16' (BOTTOM FLOOR) 1, 855 SQUARE FEET (BOTTOM FLOOR) , BUILDING ADDRESS .210 NW PARK STREET FIN/SHED FLOOR EL.=29.16' (BOTTOM FLOOR) 1, 853 SQUARE FEET (BOTTOM FLOOR) PARCEL 2 o OWNER: JMASS MGMT, LLC (±0.654 ACRES) 28 2 + 28.5 + 27 s + o 28.4 PARC OWNER: DAM o (±0.327 y r-- -vrt n ` (ra co IGHT-OF-WAY LI 5'(P) 27' 27.43 235-F 7. + 28.57 28.42 i + + N o N 28.08 + T -OF -WAY LINE 2ND-OKEECHO SECTIO SHIP 37 SOUP OKEECHOBEE CO O `0 �' / v , - �N� V .(a) I /� / 42.0, + LOT 9 LOT 10 LOT 11 ct A L+OT 12 1-. _ O 2752 421 28.0 24.28 28.14 LINE TABLE Xy,‘,79/Fe,(71,/ 1 OP o O8• ZL/���5/� �� 4 275 °� 1 W GRASS FIELD .6 7.46 27.92 LINE BEARING LENGTH I �� P CZ, Z NO O vCt- +28.5 , BLOCK 156 o ONE STORY COMMERCIAL LI SO 09'42'E 15.00' 3 JIG 10 NOPFOLK LOT 7 LOT 8 o BUILD/NG ADDRESS 0 200 NW PARK STREET IN 1.' N L2 N0 09'42 "W 15.00' N O^ N N v-' co i 28.14 (APPROXIMATE LOCATION) ® �� 11 N FINISHED FLOOR EL.=28.45' N �. +- N +28.23 r + 28.43 28.29 `" I LU a CENTERLINE REFERENCE PO/NT FOUND NA/L AND DISC (LB7805) I - 28.06 + _ - + 28.23 + 28.04 a N itct N 7.89 28.101- N. 1,261 SQUARE FEET 0.7' + 27 4 27.96,. 361 122.74 97.' 27.48Er 2786 27.78 28,3 16.3' { E S' N O (n Q W N CONCRETE PARKING 27.78 BASIN V IN 28.0 + 28.06 28.00 ; • • 27.5' 28.00 N o 'AND TOPOGRAPHIC FOR THE FERBER COMPANY o N 01 W CURB INLET GRA 7E AT PAVEMENT=27.07' INV. EL= 2380'(21 z15""RCP) 'n N o N N GRATE 1ti INV. E 27.81 27.0727.62 - - - - - - 27.0• 27. CURB INLET T PAVEMENT=27.11- 23.76'(21 "x15"RCP) 27.78 ST ^ N N. oGR QN N.- 43 M o ,> N - o 77; 27.93 '0 o� N GRATE EL=27.78' 7E BOTTOM EL.=23.73' ( HOLDING APPROXIMATELY 1.3' OF WATER IN BOX) 2796 o^i N - +2Z9 +28.1 +28.3 PARKVIEW PLAZA SIGN 27.94iN + v "� CONCRETE PARKING +27.92 RAISED CONCRETE / Oi - 0 CW 0N1R E + 27.94 28. 28.7 ; 2:2, 28.20 N N L'4' 27.40 N ISLAND Ilra �� 28.19 CENTERLINE REFERENCE PO/NT o p Q n STOP N SIGN 2764 2788 2752 66 28.11 v NORTH RIGHT-OF-WAY LINE - US HIGHWAY 98\STATE +28.0 ROAD NO. 70 SIGN 77RE SIGN 27.90 2787 1 RAISED @ 06 STOP BAR NAIL IN ASPHALT PARK/NG LOT NO /DEN7IF/CA710N ( ) 0 2758 L N ,,,:>f STOP BAR N 27.86 27.86 27.86 1SPEED 27.88 28.1 28.0 + 28.1 + ' LIMIT ' CONCRETE , I O N 27.23 28.04 F __ �� ga 50'(P) 27.83 50'(P) SIGN $p (P) 50'(P) 50 (P) ISLAND ©p (°) Q l C - 27.17 27 24 Q 27 46 22 r zs, v . , 7 - T 1 3 -Qi - BE BE BE - - - BE - 2732 2Z4 • SEBRING/ 27.59 L 2755 /27.60 789 "51 '01 "W 299.90' 300'(°) 27.831 27 CROSS WALK92 r 2737 -Bg - - - - - - AD/A SIGN 27.53 2761 CONCRETE SIDEWALK -BE- - 1'7SQ -BE-- BE X27.79 BE-- - - BE - �•j-4 +27 1 p) w O CROSS WALK - _ ,�T' 27 1-S -�E BE- - -•-BE BE- --2---BE-- BE BE- - - - -BE BE- - - - -BE---BE---PB--- 7.7 - BFo - 2712 ___- -BE-- „ A_ • - - - - -BFo - BFO 6:3g- - - ., o ---$ 1� , -0� - - -BFO - - 74Bro -27;45 BFO - - BFO - - 27.56 BFO - - BFo - - 27.63 BFO - - BFO - - 27.71, BFJ7�2- , 27.36 BFO - - BFO 2-7.-33 27.69 -B 27.70 - - 2770 27.66 _ - �y + 0 .mr2� I ACCESS POINT 2721 1 A i p v, O `221 2 cr 27.30 27.33 716 SET NAIL AND DISC «B4709) 27.00 26.981- NORTHING: 1,057,846.04' PO/NT ON TANGENT © FASTING. 710, 716.07' 0 BACK OF CURB 0.5' NORTH 27.66 1 ACCESS POINT 1 I 26.98 2712 2716 2726 %I 127.38 12739 2726 1 7.26 271•' X000/ CURB INLET 2.0' CONCRETE J CURB INLET 1 I SET NAIL AND DISC «B4709) CURB (TYPICAL) GRATE AT PAVEMENT -27.26' N SET IN CONCRETE BASE OF STOP SIGN , GRATE =2AT PAVEMENT=26.98' / 1 INV EL=23.78(12""RCP) /NV. EL=22.53'(18"RCP) 1 PO/NT OF /NTERSEC77ON ti 2777 27.84 28.02 28.02 28.03 2775 5 m STATION 44+00.00; LOCAT70N ESTABL/SHED 27.70 27.92 ,28.00 { I I I I + STATION 58+97.94; LOCATION ESTABL/SHED 1'' / 1 I� 1 27.76 RIM EL. =27.37' BY CENTERLINE REFERENCE PO/NTS RIM2 EL.=27.44' /DEP/CDHEREON (UNABLE TO OPEN (UNABLE RA OPEN DUE TO TRAFFIC) DUE TO TRAFFIC)C)27.86 2786 27.79 11 ti ' BY CENTERLINE REFERENCE PO/NTS C�� i 1 NOOti9'42'W 35.80' ASPHALT PAVEMENT 1 DEPICTED HEREON / I 27.96 28.12 28.20 28.27 28.35 28.34 28.25 28.08o I N8950'S1E 149794' 1. SHEET 2 Of = ,"„ g z oAND � 419.66' / (BEARING BASE) EASTBOUND LANE TO MANHOLE IN BASELINE OF SURVEY PER STATE ROAD NO. 70 TO MANHOLE IN EASTBOUND LANE (UNABLE TO OPEN \R/GHTOF WAY MAP (SEE SURVEY DUE (UNABLEO TRAFFIC) NORTHWEST PARK STREET9 / DUE TO TRAFFIC) NOTE #14 ON SHEET 1) NORTH PARK STREET (PLAT) N99/ (A VAR/ABLE WIDTH PUBLIC RIGHT-OF-WAY PER A4 0 FLOR/DA DEPARTMENT OF TRANSPORTATION 9 / RIGHT-OF-WAY MAP, SECTION 91070-000, CENTERLINE REFERENCE PO/NT 551 FINANCIAL PROJECT /DENTIF/CATION NUMBER 425846-1) FOUND 5/8" IRON ROD (SEE NOTE #14 ON SHEET 1) / CAP «87805) (PARTIALLY ILLEGIBLE) 0 0 g STANDING SEAM METAL ROOFING TOWER PEAK oik 33'-4" TOWER BRG. 26'-10° CLAPBOARD SIDING CULTURED STONE RICA-I�' CEAST) ELEVATION (NUJ 2ND 4vF TOP OF PARAPET 22'-4' B.O. OVERHANG di 9'-0" T.O. MULLION & SILLA T.O. FLOOR SLAB EYEBROW OVERHANG TOWER PEAK ciik 33,-4" CULTURED STONE STANDING SEAM METAL ROOF STUCCO WALL MOUNTED SIGNAGE CONTROL JOINT TOWER BRG. 26'-10° TRIM PREFINISHED CULTURED STONE METAL TRIM TRIM CLAPBOARD SIDING PREFINSHED METAL ORCH OVERHANG TOP OF PARAPET 22'-4" JST. BRG. FRONT 17'-10° 19-1 T.O. CLERESTORY 13'-6" B.O. OVERHANG 9,-0" T.O. MULLION & SILLadi 3'-0"19-1 T.O. FLOOR SLAB 0'-0" FtONT CSVU I H) tLtYA I ION C5 TAT t RD. 1& 12 TOWER PEAK h 33'-4° Y TOWER BRG. 26'-10' Y Metal Door Benjamin Moore White Diamond BM 2121-60 Tdm James Hardie Arctic White JH 10-20 Fiber Cement Siding James Hardie Woodland Cream 7 Metal Roof Atas International Coppertone # 23 Metal Overhang Atas #17 Brite Red Stucco Senergy Meringue #3085 Ice Storage Benjamin Moore Natural Wicker OC -1 ExteriofStone_: Dewed tone`s uthweelen PREFINISHED METAL PANEL U ,g‘,,e/sakt Architects Engineers Planners ORLANDO • PHILADELPHIA CULTURED STONE SILL-' '-CULTURED STONE REAR - TRIM TOP OF PARAPET h 22'-0° Y CLAPBOARD SIDING JST. BRG. REAR obik 16-8112° EYEBROW OVERHANG B.O. OVERHANG Jt 9'-0' ICE STORAGE T.O. MULLION & SILL 3'-0° g T.O. FLOOR SLAB jr (NORTH) ELEVATION (NUJ 2ND ST. TOWER PEAK h 33'-4' LST (WEST) EL1VATION (NUJ 3RD A1/41/.) 1111. 0'-O° P' TOWER BRG. 26'-10° TOP OF PAPAPET kik 22'-4° B.O. OVERHANG JL 9'-0' T0. MULLION & SILL 3'-0' TO FLOOR SLAB it, 0'-0° '71 751-4" (TO LIMITS OF STONE SILL) 0 REAR 93'-1" (TO LIMITS OF STONE SILL) 22'-4" 19'-4" 51'-5" 0 T WATER SERVICE ROOM r I L FOOD SERVICE WALK-IN BEER REF RI G. CORRIDOR 2 FOOD SERVICE WALK-IN REF RIG. II 2 7 7 00 OFFICE WALL CHECKOUT r-� REAR VESTIBULE ISLAND CHECKOUT WOMEN'S RESTROOM 4M N'S RE ROOM -I--r S BACK pF KSE 1' /h BEVERAGE RETAIL L. 0 0 NOTE: SIGNAGE IS SHOWN FOR REFERENCE ONLY SEPARATE PERMIT REQUIRED WAWA PSPS V2019.01 EP FOOD SERVICE DELIVERY STAGING DOD SE RVCE WALK-IN FREEZER 1J STAGING ELECTRICAL �1 1i 4 ifith _ , II I 1141 I I- 22'-8" NE Park St. & SW 2nd Ave., Okeechobee, FL • C&P Project #2180871 • 1 1-30-2018 s FRONT COFFEE 1 4. % 10I .L 29'-5" FLOOR PLAN /:Z k G 0 I: Metal Atas International Bone White # 26 Metal Roof Atas Internationale- Coppertone # 23 - a _ - - - ' - — 1 • Mt - VV • a • Watr \I 0 '0 rtoF to tonec , '1 thwe en 0 \I ..I F iwa ,64 • 1 wa t; II IhiklA 11.0 I /6a n Wawa The Wawa fuel canopy is a registered service mark in the U.S. Patent and Trademark Office. The fuel canopy, as well as Wawa's brand names, slogans, logos, service marks, and other trademarks of Wawa's goods, services, and promotions belong exclusively to Wawa, Inc. and/or, Wild Goose Holding Co., Inc. and are protected from copying and simulation under national and international trademark and copyright laws and treaties throughout the world. elo Wawa CLEAR HGT Nr 15-4 1/2" kraiii:4111- age tx q dlMin Wawa • T.O. CANOPY 0 21'-2" B.O. TRUSS dok 14'-0" Wawa Wawa J a Wawa ■; at t Wawa P1' END ELEVATION 1 4 k trR.% .�x .rar C04 CANOPY PERSPECTIVE VIEI,U 1....::• Cithaei scThAearkt Architects Engineers Planners Metal Door Benjamin Moore White Diamond BM 2121-60 Azek Trim White Stucco Senergy Meringue #3085 -Exterior Stone Caltured Stone th Lena SLOPE PRECAST CAP T.O. WALL 9'-0"4 FRONT ELEVATION SLOPED PRECAST CAP T.O. WALL 9'-0:4_ r / T.O. MASONRY 8'-8S • +— ra 1 —AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 310" CULTURED STONE RIGHT ELEVATION i LIGHT FIXTURE PUSH BUTTON COMBINATION LOCK • 1 71, • -- — 7- t --t 1 - T.O. FLOOR SLAB 0'-0"4 SLOPED PRECAST CAP T.O. WALL 9'-0" / T.O. MASONRY 8'-8"S AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3-0" $ CULTURED STONE LEFT ELEVATION T.O. FLOOR SLAB 0'-0"4 7 SLOPED PRECAST CAP T.O. WALL 9'-0" 4 / T.O. MASONRY 8'-8" $ AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3'-0"� CULTURED STONE REAR ELEVATION UJALUA CCAS CANOPY STRAIGHT - TRASH COMPOUND FL5011-1. NE Park St. & SW 2nd Ave., Okeechobee, FL • C&P Project #2180871 • 1 1-30-2018 T.O. FLOOR SLAB 0'-0" 4 U. MASUNKY ti"-tf AZEK TRIM C I D GATE WHITE AZEK SMOOTH FINISH SLATS BOLLARD T.O. SILL 3'-0"$ D I M 0� -.. al 1 T.O. FLOOR SLAB 0'-0"4 FRONT ELEVATION SLOPED PRECAST CAP T.O. WALL 9'-0:4_ r / T.O. MASONRY 8'-8S • +— ra 1 —AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 310" CULTURED STONE RIGHT ELEVATION i LIGHT FIXTURE PUSH BUTTON COMBINATION LOCK • 1 71, • -- — 7- t --t 1 - T.O. FLOOR SLAB 0'-0"4 SLOPED PRECAST CAP T.O. WALL 9'-0" / T.O. MASONRY 8'-8"S AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3-0" $ CULTURED STONE LEFT ELEVATION T.O. FLOOR SLAB 0'-0"4 7 SLOPED PRECAST CAP T.O. WALL 9'-0" 4 / T.O. MASONRY 8'-8" $ AZEK TRIM STUCCO CULTURED STONE SILL T.O. SILL 3'-0"� CULTURED STONE REAR ELEVATION UJALUA CCAS CANOPY STRAIGHT - TRASH COMPOUND FL5011-1. NE Park St. & SW 2nd Ave., Okeechobee, FL • C&P Project #2180871 • 1 1-30-2018 T.O. FLOOR SLAB 0'-0" 4