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2020-05-214; \ty OF OKf f Cy�� m CITY OF OKEECHOBEE, FLORIDA MAY 21, 2020 -. TECHNICAL REVIEW COMMITTEE MINUTES I. CALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, May 21, 2020, at 10:04 A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. Pursuant to Executive Order No. 20-69 issued by Governor DeSantis on March 20, 2020, and extended by Executive Order No. 20-112, effective May 4, 2020, the meeting was conducted utilizing communications media technology as provided by Florida Statutes 120.54(5)(b)2, by means of Zoom.com Meeting ID 2459713294. The Host computer was operated by Executive Assistant Brock. The video, audio, and digital comments are recorded and retained as a permanent record. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. II. ATTENDANCE Technical Review Committee Secretary Patty Burnette called the roll. City Administrator Marcos Montes De Oca, Public Works Director David Allen, Building Official Jeffery Newell, and Fire Chief Herb Smith were present. Police Chief Bob Peterson was absent and Major Donald Hagan was present in his place. CITY STAFF City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford, Okeechobee County Environmental Health Director Victor Faconti, General Services Secretary Yesica Montoya and Executive Assistant Robin Brock were present. The City Attorney, School Board Representative were absent with consent. III. AGENDA A. Chairperson Montes De Oca asked whether there were any agenda items to be added, deferred or withdrawn. There were none. B. A motion was made by Building Official Newell to approve the agenda as published; seconded by Fire Chief Smith. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. IV. MINUTES A. A motion was made by Building Official Newell to dispense with the reading and approve the March 19, 2020 regular meeting minutes; seconded by Public Works Director Allen. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. DRAFT May 21, 2020 Official Agenda Page 1 of 8 V. NEW BUSINESS A. City Planning Consultant Ben Smith of LaRue Planning and Management Services briefly reviewed the Planning Staff Report for Site Plan Review Application No. 20 -003 -TRC, which pertains to the construction of a proposed 5,411 square foot RaceTrac convenience store, with vehicle fueling positions on 18.86 ± unplatted acres located in the 900 to 1000 block along East North Park Street/State Road 70 (SR 70) East. The subject site is a vacant parcel located on the North side of SR 70 just East of Northeast 8th Avenue and across from Southeast 10th Avenue. Even though the subject parcel is 18.86 acres, only 6.63 acres located in the Southwest corner of the parcel are being proposed for the development. The Applicant, RaceTrac Petroleum Inc., has not offered at this time any plans for the remaining 12.23 acres. Besides the convenience store, the proposed development includes a canopy to the South side of the store covering 16 standard vehicle fueling stations, a canopy to the North side covering four large truck fueling stations, 30 standard vehicle parking spaces adjacent to the South and East side of the store, two ADA parking spaces, and at the rear of the development on the North side, 23 large truck parking spaces and a water retention area. In addition, he mentioned receiving revised plans from the Applicant due to his preliminary comments. The plans showed an additional landscape island providing some separation between the truck parking area in the rear, additional trees on the East side of the site, and revised photometric plans showing less lights casting on the residents to the West. The Applicant has submitted a concurrent Special Exception request for approval of a convenience store with fueling pumps in the Heavy Commercial (CHV) Zoning District, which is scheduled to be heard at this evening's Planning Board/Board of Adjustment Meeting. The Applicant stated a 12 -inch potable water main and an eight -inch gravity sewer main exist along SR 70, and both can be tapped into for this project. The potential increase in demand for the project is small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. Regarding solid waste disposal, service will be provided by Waste Management, which has stated service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. Thomas Engineering Group has prepared a site drainage report addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management District (SFWMD). The traffic impact analysis performed by MacKenzie Engineering & Planning, Inc., estimates this proposed development will generate 1,038 daily external vehicle trips, 73 daily external vehicle trips during the AM and PM Peak hour, 4,719 daily driveway vehicle trips and 330 daily driveway vehicle trips during the AM and PM peak hour. Two new access driveways are proposed on SR70. The proposed driveway at the intersection of SR70 and Southeast 10th Avenue will allow for ingress and egress to and from both directions of SR70 and for vehicles Northbound on Southeast 10th Avenue. The other driveway will allow ingress and egress only for vehicles traveling Westbound on SR70. Interior circulation appears to be adequate with all drive aisles exceeding the minimum code requirements. The Applicant has furnished a truck circulation plan, which illustrates the path of the truck entering and exiting the site for refueling of the fuel storage tanks or accessing the loading space. DRAFT May 21, 2020 Official Agenda Page 2 of 8 The proposed loading zone meets all minimum dimensional requirements and is located adjacent to the dumpster enclosure in order to facilitate solid waste removal. The dimensional standards review appears to meet the requirements except for no depiction of monument sign area or height. The Applicant has stated a Variance application will be submitted. In conclusion, Planning Staff is recommending approval of the site plan with the following stipulations: The traffic impact analysis was conducted based on there being four large truck fueling stations and the Applicant has maintained that there will only be four large truck fueling stations. However, some of the plans are showing what appears to be five large truck fueling stations. This error should be corrected on the plans; consider providing a buffer wall between adjacent residential properties; and approval of Special Exception submitted for convenience store with fuel pumps in CHV Zoning District. 1. Building Official Newell noted an error referencing Northwest 2nd Avenue in the traffic report for the proposed project. He stated he had concerns with Westbound traffic on SR70 that may backup trying to enter the site at the Southeast 10th Street traffic light. He suggested maybe a possible right-hand turning lane for this intersection. He inquired as to whether there would be overnight parking as semi -trucks stay idling and there would be an increased smell of diesel fumes. In addition, he voiced concerns with the possible noise that would impact the residential area to the West of the proposed site and how that would be buffered. Fire Chief Smith commented accessibility for the fire trucks had basically been built into the plans because of the semi -truck usage. He would like the fire lanes marked on both East and West sides so there will be no obstructions for the fire trucks to enter and exit the site. He commented the nearest hydrant is located too far away so one would be needed at the entrance on the West side of the East driveway. Director Hayford confirmed there is a watermain on the Southside of Southeast 10th Avenue. Major Hagan commented some type of barrier wall needs to be considered as the Police Department will probably receive noise complaints. He inquired as to whether the Applicant was considering a turning lane for Eastbound traffic on SR70. Public Works Director Allen commented a left turn lane would be required at the Southeast 10th Street intersection heading East on SR70. Regarding the traffic signal replacement, mask arms would be required. All signage needs to be high intensity prismatic. The stop signs at the West side exit back onto SR70 needs to be 36 x 36. A dead-end sign will be needed at the East side of the property near the entrance. DRAFT May 21, 2020 Official Agenda Page 3 of 8 Also, at the North end of the developed property on the East side, install three OM4-1 signs to warn pedestrians that they cannot proceed further. He would like signage for a no U-turn at the Southeast 10th Avenue intersection. Chairperson Montes De Oca recommended a 100 -foot Cul-de-sac instead of dead-end signage at the back of where the proposed development would end. Need to Install a draft hydrant located back by the retention pond. Agrees that some type of wall is needed for sound abatement. He also inquired as to whether the easement boarding the Eastern boundary of the parcel across from Southeast 10th Avenue would be a private road or public. He mentioned more as advisory that he was not a fan of open cell High Density Polyethylene (HDPE) pipe being used under heavy truck isles. Will need copy of FDOT permit when received. He mentioned the no U-turn at Southeast 10th Avenue stating he doesn't think it is as high priority because if FDOT approves a left-hand turn lane, traffic will be out of the travel lane which will help alleviate backups. OUA Director Hayford inquired as to why the Applicant was proposing to install a larger meter for water flow than was needed. If this is what they are wanting, please provide something in writing explaining their reasons. He further mentioned OUA would set the irrigation meter not the contractor and then they would just tie into it. Commented that the fuel lines are close to the water lines. He would need to review the plumbing for the floor plans. County Environmental Health Dept: No issues were received. 2. Mr. Kevin Betancourt, PE, with Thomas Engineering Group, Consultant for the Applicant, RaceTrac Petroleum Inc., on behalf of the Property Owner, H2oldings LLC, was present for questions as well as Samantha Jones, Engineering Project Manager, and Cleo Chang, Engineering Project Analyst, for RaceTrac Petroleum Inc., being present via Zoom.com. He stated the Cul-de-sac may not be something RaceTrac can provide right now as the reasoning for the dead end was because they did not know what would become of the rest of the property. A dead end would make it easier to continue development to the North in the future. After discussing this, it was decided to do a dead end and have it in line with the Eastern most truck parking space continuing East in line with that parking area and the landscape island. The traffic engineer is working on the signalization plans to be submitted to the Florida Department of Transportation (FDOT) for a left turning lane. Copies will be provided to the City for review. Regarding the access road on the East side of the property, Mr. Betancourt responded it will be private. It will be a shared access road for any future development. Regarding Chief Smith's comments about fire lane striping, he asked if they could do no parking signs instead. Chief Smith agreed with this. There will be no overnight parking or washing of trucks. The hydrant was discussed that is needed on the West side of the East driveway. DRAFT May 21, 2020 Official Agenda Page 4 of 8 Mr. Betancourt commented if they could move it a little further North that would work better as the mask arm needed to be installed on the West side of the East driveway. Chief Smith agreed. He would reach out to the traffic engineer to make the corrections in the traffic report that were mentioned as Northwest 2nd Avenue. Ms. Jones commented they would be more than happy to add onto the wall on the West side. 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. There were none. 4. Public Works Director Allen disclosed he had spoken to Shaun MacKenzie, PE, with MacKenzie Engineering and Planning, Inc., regarding the traffic analysis. There were no other disclosures offered. 5. A motion was offered by Public Works Director Allen to approve Site Plan Review Application No. 20 -003 -TRC, which pertains to the construction of a proposed 5,411 square foot RaceTrac convenience store, with vehicle fueling positions on 18.86 ± unplatted acres located in the 900 to 1000 block along East North Park Street SR70 East with the following contingencies; revision of plans showing there to only be four large truck fueling stations instead of five, with the Northern most one being with eliminated; placing a sound barrier wall on West side of the site; add landscape buffering to North; modification of the end of private access road and install three OM4-1 signs to warn pedestrians that they cannot proceed further; addition and shifting of hydrant to the West side of the Eastern most driveway; add draft (dry) hydrant back by retention pond; clarification of error discussed in traffic report; signage for no overnight parking; approval from FDOT with copy of permit submitted to the City; approval by the Board of Adjustment (BOA) for the Special Exception use of convenience store with fuel pumps; approval by the BOA of Variance for signage before building permit can be issued; add fire lanes no parking signage; plans for plumbing to be submitted to the OUA; approval by Health Department for the fuel tank installation; seconded by Fire Chief Smith. a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. DRAFT May 21, 2020 Official Agenda Page 5 of 8 B. City Planning Consultant Smith briefly reviewed the Planning Staff Report for Site Plan Review No. 20 -004 -TRC, which pertains to the construction of a proposed 4,750 square foot building contractor office with parking and drainage on 1.6 vacant acres located in the 500 to 600 blocks of Northwest 7th Street, Lots 11 to 20 of Block 62, CITY OF OKEECHOBEE, as recorded in Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County. The subject property was recently approved under Application No. 20 -003 -SSA for a Comprehensive Plan Small Scale Future Land Use Map (FLUM) Amendment to change the Future Land Use from Single Family Residential to Industrial. The property is currently zoned Industrial. The Applicant is proposing to construct a building containing a 1,400 square foot contractor office, a 2,227 square foot warehouse and a 1,080 square foot covered area. Parking and water management areas are also included. Potable water will be provided by the OUA, the 3,627 square feet of building floor area indicates a demand of about 544 gallons of water per day. The potential increase in demand for the project is relatively small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. Regarding solid waste disposal, service will be provided by Waste Management, which has stated service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. Mr. Steven L. Dobbs Engineering, LLC, has prepared a site drainage report addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management District (SFWMD). The Applicant submitted a traffic impact statement which estimates this proposed development is expected to generate 33 daily total daily trips, with five of those trips being during the PM peak hour. The plans indicate that asphalt will be added to extend Northwest 611 Avenue an additional 320 feet North from the intersection of Northwest 6th Avenue and 7th Street. Three ingress/egress locations are proposed along that right-of-way on Northwest 6th Avenue; one for the standard vehicle parking area, one in front of the warehouse and one leading to a crushed shell yard adjacent to the covered area. Interior circulation appears to be adequate. No designated loading space is required, and no dumpster enclosure is depicted on the plans. The dimensional standards review appears to meet the requirements except for no landscaping between the buildings and vehicular use areas; no landscape indicated for the remainder of the parking area; not enough trees and shrubs provided in the landscape buffer areas; no indication of species of plantings or tree size indicated; and no sidewalks provided. However, there are no existing sidewalks along Northwest 7th Street in the vicinity of this property. In conclusion, Planning Staff is recommending approval of the site plan with the following stipulations: it is recommended the Applicant submit a landscape plan which meets the requirements of the City's Land Development Regulations Chapter 90, Article IV, Division 4, which addresses the deficiencies outlined above prior to issuance of a building permit. DRAFT May 21, 2020 Official Agenda Page 6 of 8 1. Building Official Newell inquired about the activity of the shop, what inventory will be stored there and if the inventory is flammable. Lastly, he commented more landscaping is needed. Fire Chief Smith requested an inventory of what will be stored in the building. He inquired as to the location of the hydrant. Major Hagan: No issues were received. Public Works Director Allen requested dead end signage to be placed at the end of the Northwest 6th Avenue; the 36 -inch culvert under Northwest 7th Street needs to be replaced and he would prefer galvanized pipe to not be used. All signage is to be high intensity prismatic. Chairperson Montes De Oca commented the site needs to be landscape even though currently nothing is developed. Fence needs to have green or black mesh covering it. Add 40 or 50 linear feet of double yellow striping at the stop bar of Northwest 6th Avenue and six-foot yellow skip stripe down the remainder of the road. Add a four to five-foot sod strip between shell parking area and the swale on the North side of the project. Upgrade paving in the rear of the building. OUA Director Hayford commented that the Applicant will need to install the water main for the fire hydrant and he suggests having the water service come down the West side of Northwest 6th Avenue to the front of the building. County Environmental Health Department Director Faconti inquired as to whether this project would be using a septic tank or sanitary sewer. If septic, since this is an Industrial site, will need to be covered by an annual operating agreement. 2. Mr. Steve Dobbs, Project Manager on behalf of the Property Owner, Mitchell G. Hancock, Inc, was present for questions. The garage area will be enclosed with a lean-to in the back. He stated the building will be used for parking the construction equipment inside and for minor repairs. He also stated that the Property Owner was offering to give the City money to build a sidewalk instead of him doing it himself. It was decided the Property Owner would construct the sidewalk on the South side of Northwest 7th Street. When referring to landscaping he stated he is confident the Property Owner will do more than what is required. 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public and there were none. 4. Chairperson Montes De Oca disclosed he had spoken to Mr. Dobbs. DRAFT May 21, 2020 Official Agenda Page 7 of 8 5. A motion was offered by Fire Chief Smith to approve Site Plan Review Application No. 20 -004 -TRC, construction of a proposed 4,750 square foot building contractor office with parking and drainage on 1.6 vacant acres located in the 500 to 600 Blocks of Northwest 7th Street, Lots 11 to 20 of Block 62, CITY OF OKEECHOBEE, as recorded in Plat Books 1 and 5, Pages 10 and 5 with the following contingencies; revise landscaping plan to meet the City's LDR's for location and buffering; sidewalk needs to be constructed on the South side of Northwest 7th Street; provide an inventory list of what will be stored in the building with the building permit submittal; place end of road markers, (high intensity prismatic signage) at the North end of Northwest 6th Avenue; replace the culvert under the crossing from Northwest 7th Street to 6th Avenue; upgrade paving in the rear of the building; add 40 or 50 linear feet of yellow striping at the stop bar of Northwest 6th Avenue and six foot yellow skip stripe down the remainder of the road; add a four or five foot sod strip between shell parking area and Swale on the North side of the property; add green or black screening to fence; move the water service to the West side of Northwest 6th Avenue; given this is an industrial site, the septic tank will need to be covered by an annual operating agreement and additional pretreatment to the dry detention area needs to be added; seconded by Public Works Director Allen. a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. VI. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 11:25 A.M. Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. " ATTEST: Marcos onte Z66 -0 --ca, Chairperson Patty M. Burnette, Secretary LuIT, T02 DRAFT May 21, 2020 Official Agenda Page 8 of 8 F ,gym CITY OF OKEECHOBEE, FLORIDA MARCH 19, 2020 TECHNICAL REVIEW COMMITTEE MINUTES i9 n DRAFT SUMMARY OF COMMITTEE ACTION CALL TO ORDER Chairperson Montes De Oca called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, March 19, 2020, at 10:03 A. M. in the City Council Chambers, 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. II. ATTENDANCE Technical Review Committee Secretary Patty Burnette called the roll. City Administrator Marcos Montes De Oca, Public Works Director David Allen, Building Official Jeffery Newell, Police Chief Bob Peterson, and Fire Chief Herb Smith were present. CITY STAFF Okeechobee Utility Authority (OUA) Executive Director John Hayford and General Services Secretary Yesica Montoya were present. The City Attorney, City Planning Consultant Ben Smith, LaRue Planning and Management, School Board Representative, and Okeechobee County Environmental Health Director Victor Faconti were absent with consent. III. AGENDA A. Requests for the additions, deferral, or withdrawal of agenda items. None. B. A motion was made by Building Official Newell to approve the agenda as published; seconded by Public Work Director Allen. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. IV. MINUTES A. A motion was made by Building Official Newell to dispense with the reading and approve the February 20, 2020 regular meeting minutes; seconded by Public Works Director Allen. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. March 19, 2020 Official Minutes Page 1 of 3 V. NEW BUSINESS A. Chairperson Montes De Oca explained a Planning Staff Report was not required for the Site Plan Review Application No. 20 -002 -TRC, regarding the addition of overflow employee parking and material storage for Boral Roofing LLC, on 3.153 vacant acres located at 858 Northeast 12th Street, Lot 3, CITY OF OKEEHOBEE COMMERCE CENTER, as recorded in Plat Book 7, Page 10, Public Records of Okeechobee County. The property is located in the City Commerce Center and as part of the Declaration of Protective Covenants dated May 4, 2004, an approval is required from the Technical Review Committee (TRC) for any improvements or additional structures to the property. The Applicant, Boral Roofing LLC, is intending to make improvements to the vacant parcel located to the South, directly opposite to their operations site, to provide a solution for better productivity and safety for the employees and facility. Sometime in the future, they plan to construct a 5,000 square foot building on the site as well. Currently they wish to add a temporary parking lot with lighting and add a six -foot -high chain link fence around the entire perimeter. 1. Building Official Newell: No issues were received. Fire Chief Smith: Inquired as to what would be stored on the property. Police Chief Peterson: No issues were received. Public Works Director Allen: No issues were received. Chairperson Montes De Oca: Handle in phases. This submittal would be Phase One then come back to TRC when ready to construct the building for that approval. OUA Executive Director Hayford: Wanted to confirm whether there would be any combustible material stored. County Environmental Health Director Faconti: No issues were received. 2. Mr. Frank Pierce, Project Manager on behalf of the Property Owner, MDC Industrial, LLC, was present for questions explaining there currently would be no paving only fencing and lighting. There will be no buildings on the parcel right now only a laydown area for storing concrete roof tiles, nothing combustible. Paving would be done in the future when the building was constructed. March 19, 2020 Official Minutes Page 2 of 3 VI. 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. There were none. 4. Chairperson Montes De Oca asked TRC Members to disclose for the record whether they had spoken to anyone regarding the Application or visited the site. He disclosed he had discussed the project with Mr. Omar Cedeno, Plant Manager at Boral Roofing LLC. 5. A motion was offered by Public Works Director Allen to approve Site Plan Review Application No. 20 -002 -TRC, regarding the addition of overflow employee parking and material storage for Boral Roofing LLC, on 3.153 vacant acres located at 858 Northeast 12th Street, Lot 3, CITY OF OKEEHOBEE COMMERCE CENTER, as recorded in Plat Book 7, Page 10, Public Records of Okeechobee County with the following contingencies; submit site grading plan, submit site striping plan and include ADA compliancy and crosswalks, submit asphalt and drainage plans submit storm water calculations; seconded by Police Chief Peterson. a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 10:16 A.M. Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos Montes De Oca, Chairperson ATTEST: Patty M. Burnette, Secretary March 19, 2020 Official Minutes Page 3 of 3 2 T CITY OF OKEECHOBEE, FLORIDA 'Now__ eir 0 MAY 2112020 •r9is• ao TECHNICAL REVIEW COMMITTEE MINUTE GUIDE CALL TO ORDER kh Chairperson Montes De Oca called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, May 21, 2020, at I( A.M. in the City Council Chambers, 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. ATTENDANCE Technical Review Committee Secretary Patty Burnette called the roll. City Administrator Marcos Montes -De Oca,_-Ru-blic Works Director David Allen, Building Official Jeffery Newell, Police Chief Bob Peter � and Fire Chief Herb Smith were present. CITY STAFF M9 Ce City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford and General Services Secretary Yesica Montoya Vi6ne present. The EnvironlmentaltHealth School Board Representatives and Okeechobee C_oun_ty _ Y _ Director Victor Faconti were absent with consent. RS`c�P�'�c AGENDA A. Requests for the additions, deferral, or withdrawal of agenda items. L> GL B. A motion was made by to approve the agenda as published; seconded by 11 rnwt f % Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, 001hipf Pmtercon, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. 111ai6Ct-,O MINUTES A. A motion was made by to dispense with the reading and approve the March 19, 2020 regular meeting minutes; seconded by ,,,IVy, Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, lice Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. K7 i r ,7 May 21, 2020 Official Agenda Page 1 of 8 V. NEW BUSINESS A. Chairperson Montes- De-Oca yielded the floor to City Planning Consultant Mr. Smith of LaRue Planning and Management Services,>Ke briefly reviewed the Planning Staff Report for Site Plan Review Application No. 20 -003 -TRC, which pertains to the construction of a proposed 5,411 square foot RaceTrac convenience store, with vehicle fueling positions on 18.86 ± unplatted acres located in the 900 to 1000 block along East North Park Street/State Road 70 (SR70) East. The subject site is a vacant parcel located on the North side of SR70 just East of Northeast 8th Avenue and across from Southeast 10th Avenue. Even though the subject parcel is 18.86 acres, only 6.63 acres located in the Southwest �� At corner of the parcel are being proposed for the development. The Applicant, Q RaceTrac Petroleum Inc., has not offered any plans for the remaining 12.23 acres at this time. Besides the convenience store, the proposed development includes sX a canopy to the South side of the store covering 16 standard vehicle fueling 0a t� stations, a canopy to the North side covering four large truck fueling stations, 30 er ' 4P standard vehicle parking spaces adjacent to the South and East side of the store, Q two ADA parking spaces, and at the rear of the development on the North side, 23 large truck parking spaces and a water retention area. The Applicant has submitted a concurrent Special Exception request for approval V , y . �oX of a convenience store with fueling pumps in the Heavy Commercial (CHV) Zoning District, which is scheduled to be heard at this evening's Planning Board/Board of Adjustment Meeting. The (applicant stated a 12 -inch potable water main and an eight -inch gravity sewer main exit"along SR 70, and both can be tapped into for this project. The potential increase in demand for the project is small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. Regarding solid waste disposal, service will be provided by Waste Management, which has stated service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. Thomas Engineering Group has prepared a site drainage report addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management District (SFWMD). The traffic impact analysis performed by MacKenzie Engineering & Planning, Inc estimates this proposed development will generate 1,038 daily external vehicle trips, 73 daily external vehicle trips during the AM and PM Peak hour, 4,719 daily driveway vehicle trips and 330 daily driveway vehicle trips during the AM and PM peak hour. Two new access driveways are proposed on SR70. The proposed driveway at the intersection of SR70 and Southeast 10th Avenue will allow for ingress and egress to and from both directions or SR70 and for vehicles Northbound on Southeast 10th Avenue. The other driveway will allow ingress and egress only for vehicles traveling Westbound on SR70. Interior circulation appears to be adequate with all drive aisles exceeding the minimum code requirements. The Applicant has furnished a truck circulation plan, which illustrates the path of the truck entering and exiting the site for refueling of the fuel storage tanks or accessing the loading space. The proposed loading zone meets all minimum dimensional requirement sand is located adjacent to the dumpster enclosure in order to facilitate solid waste removal. May 21, 2020 Official Agenda Page 2 of 8 V. NEW BUSINESS CONTINUED The dimensional standards review appears to meet the requirements except for no depiction of monument sign area or height. The Applicant has stated a Variance application will be submitted. In conclusion, Planning Staff is recommending approval of the site plan with the following stipulations: The traffic impact analysis was conducted based on there being four large truck fueling stations and the Applicant has maintained that there will only be four large truck fueling stations. However, some of the plans are showing what appears to be five large truck fueling stations. This error should be corrected on the plans; consider providing a buffer wall between adjacent residential properties; and approval of Special Exception submitted for convenience store with fuel pumps in CHV Zoning District. 1. Building Official: Building Official Newell: �� then i re oIq �� IUt�it� ��Nor - rnc�LLC f e 1 PvP�nC2 Sof'I Av e. \Qa�Q � I VAJ )c / ij "1 n J -lo ill e. re I Fire Chief: Aoeesslale fw ire irucKs 'i"1 r'e �A 11Q� .S � o �l(�l �-p �' ' /7lC• l c{ Cir E'I,J '-S/dt� - Sor o �u ✓I�c� � I�FCGi p �Arf S} r •f I s r? 4ao frtr tWa--1 er400 w��) S C Police Chief: 11'1Qjor tan carne' r wall — i�o!';Q �Qmp IAcnks �, CwNY - dim fM -f �t w� end [el rae v a frc o n S f� Zv 9 Public Works Director: 01aSlimS regceLrc �br ��F,3��c��S1�Ps��n ?j_,Q►?'l�-1 5 �O14D�&Xtal._ ��` +h �f StcCQ1r�a�D�b l� �o �fl.F�►l2 C©n�n� COI 1 C07 1.nt� A yv 6 n '(1 lY lSbfL` Chairperson Montes De Oca: W� S 'Orr, on �\ ooz e � e 0co-ru-mac iri��enr -1 b l s r f i n bac lL Uf C't ��- cCc - v e �►� + Inoue 'z laid t)W_,; f, n C b ��a O-C� I QS May 21, 2020 Official Agenda Page 3 of 8 PY1 tri It Lt AL2 PVCs CAPeCr'`P V. NEW BUSINESS CONTINUED OUA: Director Hayford 11 1ru ( b C'C ff c m r�S4A�ClS nat C'u,s��ucfw seks Yrt�r�s �., vac �, 4 it Z m-E-�c" ✓ `i=vy` fir. � County Environmental Health Dept: "I' 1V Jj\a�. (V1 V-( ��—� '*v I I �i2 �p.nU� -h2 l fns Cp� 9} 2. Ms. Samantha Jones, Engineering --ft jqct Manager for RaceTrac Petroleum, Inc. on behalf of the Property Owner, H2oldings LLC, was present for questions. Ief -I - ani Sleet, C b, 70 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. 4. Disclosure of Ex parte Communications' buy the Committee. Vvu 5. A motion was offered by Al tok to approve Site Plan Review Application No. 20 -003 -TRC, which pertains to the construction of a proposed 5,411 square foot RaceTrac convenience store, with vehicle fueling positions on 18.86 ± unplatted acres located in the 900 to 1000 block along East North Park Street/State Road. 70 (SR70) East with the following contingencies; seconded by d rev (s)mn:of- P10s`ICW)Pgq� 5-C +`' vntl1►oe f Yv c(L-f ,`ask cet� r S sta h� �nS�ec� wr1-1. I c),oFhtrn mvs Q(ifv1I(AaLt-4�� o Stix �� Lary er b-)0LU can • G�dd.t 6''I ��"'�!`'c� o G.ct__c- Lo-PAlSoct- �ju�4Eno'�rkU 1(a✓�t.o r A.0 0-i cad --1 6k- k- b ncL s �t� aca 3S r® ad a rnslaU �� . rn�sk d►n ue y I ; �,-q vis +r► vdflS�n&Ag cLcad er,4- D a) The Committee offered no further discussion. �d.�Q'�( h`' �,,� rf' a'i�"Pd - ,,c �v�btif`� .:f'� � n'A May 21, 2020 Official Agenda Page 4 of 0� 4 p g t- CsC "o1, ��£, �c�� ct�„ Pt' ��)'` �a P jQ , �� sign . e P uy►^ �$ ,n V. NEW BUSINESS CONTINUED b) Chairperson MontesDeOca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief r, p / Smith voted: Aye. Nays: none. Motion Carried. D B. Chairperson Montes De Oca yielded the floor to City Planning Consultant Smith who briefly reviewed the Planning Staff Report for Site Plan Review No. 20 -004 - TRC, which pertains to the construction of a proposed 4,750 square foot building contractor office with parking and drainage on 1.6 vacant acres located in the 500 to 600 blocks of Northwest 7th Street, Lots 11 to 20 of Block 62, CITY OF OKEECHOBEE, as recorded in Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County. The subject property was recently approved under Application No. 20 -003 -SSA for a small scale Future Land Use Map Amendment to change the Future Land Use from Single Family Residential to Industrial. The property is currently zoned Industrial. The Applicant is proposing to construct a building containing a 1,400 square foot contractor office, a 2,227 square foot warehouse and a 1,080 square foot covered area. Parking and water management areas are also included. Potable water will be provided by the OUA, the 3,627 square feet of building floor area indicates a demand of about 544 gallons of water per day. The potential increase in demand for the project is relatively small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. Regarding solid waste disposal, service will be provided by Waste Management, which has stated service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. Steven L. Dobbs Engineering has prepared a site drainage report addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management District (SFWMD). The Applicant submitted a traffic impact statement which estimates this proposed development is expected to generate 33 daily total daily trips, with five of those trips being during the PM peak hour. The plans indicate that asphalt will be added to extend Northwest 6th Avenue an additional 320 feet North from the intersection of Northwest 6th Avenue and 7th Street. Three ingress/egress locations are proposed along that right-of-way on Northwest 6th Avenue; one for the standard vehicle parking area, one in front of the warehouse and one leading to a crushed shell yard adjacent to the covered area. Interior circulation appears to be adequate. No designated loading space is required, and no dumpster enclosure is depicted on the plans. The dimensional standards review appears to meet the requirements except for no landscaping between the buildings and vehicular use areas; no landscape indicated for the remainder of the parking area; not enough trees and shrubs provided in the landscape buffer areas; no indication of species of plantings or tree size indicated; and no sidewalks provided. However, there are no existing sidewalks along Northwest 7th Street in the vicinity of this property. May 21, 2020 Official Agenda Page 5 of 8 V. NEW BUSINESS CONTINUED In conclusion, Planning Staff is recommending approval of the site plan with the following stipulations: it is recommended the Applicant submit a landscape plan which meets the requirements of City Land Development Code Chapter 90, Article IV, Division 4, which addresses the deficiencies outlined above prior to issuance of a building permit. Wjk D` PYI) 1. Building Official: Building Official Newell: C+4v y►� r t5 1�C tC ( L J1 (� I n Vete fv�I (1'lU1Cl/ rtpw-s nd a� od sloe Fire Chief: S�vrPcL1 'V I1.etf I Ne- Uf �� t C� ►nc� 30 i� nb i,J Lx'kc 'C 3 vd- ke, 1 sf Police -Chief: Joy 400— Public Works Director: ,.�' �jOi`Zi _7Lf�'.f Vim'.-.•f<I+: rlP-r �5', e;f rf�lUc24 1l0�'8 �Lr�n.l, �� r. r �o4 ' llCILALU vti //x 0 c Chairperson Montes De Oca: J Ian �o fin+ �tCrZx>y r hod a� / ,6V b f-4 S Kip -- 4 4 ur ,�� May 21, 2020 Official Agenda Page 6 of 8 V� V. NEW BUSINESS CONTINUED OUA: Director Hayford: ycad -RX?W County Environmental Health Dept: vivo, Cttl�tu,tk 0�evu 2. Steven Dobbs, Project Manager on behalf of the Property Owner, Mitchell G. Hancock, Inc, was present for questions. - r GL L -K C- )5-0 n/y Vit G0, ow (t-. i Q Cl , +L ( 60- 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. 4. Disclosure of Ex -Parte Communications' by the Committee. vw\pc �5[fA DoW 5. A motion was offered by to approve Site Plan Review Application No. 20 -004 -TRC, construction of a proposed 4,750 square foot building contractor office with parking and drainage on 1.6 vacant acres located in the 500 to 600 Blocks of Northwest 7t" Street, Lots 11 to 20 of Block 62, CITY OF OKEECHOBEE, as recorded in Plat Books 1 and 5, Pages 10 and 5 with the following contingencies; seconded by iii lot& 04 ✓� �q �1kn s► pt"Is.{pa1�tC s tuna � �U-✓fCQ ( � �i e f �tJ tL )o PAa +a�C�l ill May 21, 2020 Official Agenda Page 7 of 8 C�>h n '' L4 L t`A lla` 1� U1 a� i -ams o S2 Qr M 1yl I NEW BUSINESS CONTINUED a) The Committee offered no further discussion. b) Chairperson MontesDeOca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos Montes De Oca, Chairperson ATTEST: Patty M. Burnette, Secretary May 21, 2020 Official Agenda Page 8 of 8 a Lake Okeechobee News 107 SW 17th Street, Suite D INDEPENDENT Okeechobee, Florida 34974 NEWSMEDIA INC. USA 863-763-3134 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken Muros, who on oath says she is the Publisher of the Lake Okeechobee News, a weekly Newspaper published in Okeechobee County;"�lorid,a, that the attached copy of an advertisement being (i ( -. l - ±i L- > in the matter of r.I- L in the 19th Judicial District of the Circuit-_ nourt of Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. �---��-►- Katrina Elsken Muros Sworn to and subscribed before me this - a 6 day of `; AD Notary Public, State of Florida at Large ii # ANGIE BRIDGES �t? MY COMMISSION # GG 971582 EXPIRES: April 20,2024 Bonded Thru Notary Public Undeiryiiters _PUBLIC NOTDCE TEWCALREVlEWpDMM=TTEEMEETING CF VOTICEISt�REBYG��Tlth3tthel�'art>Tedvdd amndtee c� ` o a r mee�9 20 t7BAM,oras!rdva�raspomble,atCRYKAr ISE3�d �,� oo, Okeed R The PuhBc 5 Mded to aUend; sa�l'S � � � � wih Tamar mrc'rtVo 20112 malmndudmeet � a wAtnuE tiavin9 a of rtrmba5mate�� of vWOD amimee�rg T sa( hu Wda `�@s, The iRC ma �.�,. �.�, a wetr9 ,ad njeeuN pbftm araVs the TRC; lair, and p�i�a 0o Partldpa� � �P, desiaoP � i Dn ehn�eme�+�wa ��y�wneedasdaeae, o>n tirodt B�FTORE ee:oo au,�+>ai u,e n e 763-3372. ext 9Bi2. , arldl- �andtopicd°mrne��t'.°r �Getw�alORior,B�i"� 763-3372n��kboeRl�'�Yo�'n�Jeto anempbYea'. or Imue a delaiad volae mete wdh a o! bade num. Oam mems a 6e,ead abrd &.k. U. q, meetlng. CardadU�e General Services Offjoe.ft a.ry rd ANY POISON p�D7G TO AavFr► ,made �i 6 Tx wah msped. io maser aorWdeted a this ft ma> wi need m ermine a. "'emrd ep ft tsmadew1be in Ue Act (AMj,arNwiha ddbedbYk o�o,�°�,e�een"�er�s � a asrmdays rbr W ea. eEAWZWMS,aedwu��Y,m ro uaptu � Orbrftothe'TRC1nsrpPort� ar'trYnMU�ST Pro✓R�iad�ootfie Offt BE ADAILSED TWAT ONE OR MORE aTY OF OI�EQIOBEE OOIRd- Be MEMBtR4 MAY BE iN AT1EtdD1= ATTt45 MEtlING TNIS MCJ1E� STATE Wma= REQUIRE - W. QyAtteiielraWM RwMmdesDeOca CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE MEETING MAY 21, 2020 LIVE VIDEO BROADCAST INSTRUCTIONS Pursuant to Executive Order No. 20-69, issued by the Office of Governor Ron DeSantis on March 20, 2020, and further extended by Executive Order No. 20-112, effective May 4, 2020, municipalities may conduct meetings, of their governing boards without having a quorum of its members present physically or at any specific location and utilizing communications media technology (CMY) such as telephonic or video conferencing, as provided by Section 120.54(5)(b)2, Florida Statutes. The May 21, 2020 Technical Review Committee meeting will be open to the public with limited seating, due to social distancing and capacity. CMT will also be utilized through Zoom. Login information is provided below. City of Okeechobee Municipality is inviting you to a scheduled Zoom meeting. Topic: City Technical Review Committee Meeting Time: May 21, 2020 10:00 AM Eastern Time (US and Canada) Join Zoom Meeting https://zoom.us/i/2459713294 Meeting ID: 245 971 3294 One tap mobile +16465588656„2459713294# US (New York) +13017158592„2459713294# US (Germantown) Dial by your location +1 646 558 8656 US (New York) +1 301 715 8592 US (Germantown) +1 312 626 6799 US (Chicago) +1 669 900 9128 US (San Jose) +1 253 215 8782 US (Tacoma) +1 346 248 7799 US (Houston) Meeting ID: 245 971 3294 Find your local number: https://zoom.us/u/acYg5vlAto Patty Burnette Subject: City of Okeechobee Technical Review Location: https://zoom.us/j/2459713294 Start: Thu 5/21/2020 10:00 AM End: Thu 5/21/2020 11:00 AM Show Time As: Tentative Recurrence: (none) Meeting Status: Not yet responded Organizer: Robin Brock Required Attendees: Patty Burnette City of Okeechobee Municipality is inviting you to a scheduled Zoom meeting. Join Zoom Meeting https://zoom.us/m/2459713294 Meeting ID: 245 971 3294 One tap mobile +16465588656„2459713294# US (New York) +13017158592„2459713294# US (Germantown) Dial by your location +1 646 558 8656 US (New York) +1 301 715 8592 US (Germantown) +1 312 626 6799 US (Chicago) +1 669 900 9128 US (San Jose) +1 253 215 8782 US (Tacoma) +1 346 248 7799 US (Houston) Meeting ID: 245 971 3294 Find your local number: https:Hzoom.us/u/acYg5vlAto ZOOM -f-OR JFK)I Cfl K Ly 0 PUBLIC NOTICE TECHNICAL REVIEW C®MMI`T"TEE MEETING NOTICE IS HEREBY GIVEN that the City of Okeechobee Technical Review Committee (TRC) will conduct a regular meeting on Thur., May 21, 2020, at 10 AM, or as soon thereafter as possible, at City Hall, 55 SE 3rd Ave, Rm 200, Okeechobee, FL. The public is invited to attend; seating is limited in accordance with Executive Order No. 20-112. Municipalities may conduct meetings of their governing boards without having a quorum of its members present physically or at any specific location, and utilizing communications media technology (CMT) such as telephone or video conferencing, as provided by Section 120.54(5)(b)2, Florida Statutes. The TRC may conduct this meeting using CMT to constitute a quorum. Zoom.com, a web -based virtual meeting platform allows the TRC, Staff, and public to participate via laptop, desktop, smartphone, or telephone. Instructions to participate in the meeting will be published with the agenda on the website at cityofokeechobee.com/agendas.html. If you need assistance, contact Robin Brock BEFORE 9:00 AM on the day of the meeting, 863-763-3372 ext. 9812. Public Comment: Citizens have options to submit public comments and/or questions by 9:00 AM the day of the meeting; submit in writing to pburnette@cityofokeechobee.com including your name, address and topic of comment; or call the General Services Office, 863-763-3372 ext. 9824, to either dictate your message to an employee or leave a detailed voice message with a call back number. Comments will be read aloud during the corresponding item(s) of the meeting. Contact the General Services Office with any questions. ANY PERSON DECIDING TO APPEAL any decision made by the TRC with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. 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 proceeding, 863-763-3372 ext. 9824. BE ADVISED that should you intend to show any document, picture, video or items to the TRC in support or opposition to any item on the agenda, a copy of the document, picture, video, or item MUST be provided to the Committee Secretary for the City's records. BE ADVISED THAT ONE OR MORE CITY OF OKEECHOBEE COUNCIL MEMBERS MAY BE IN ATTENDANCE AT THIS MEETING. THIS NOTICE IS POSTED TO MEET STATE PUBLIC NOTICE REQUIREMENTS AND SUNSHINE LAWS. By: City Administrator Marcos Montes De Oca Posted: 5/11/2020 -BJ `\S.OF •OKFFCy �CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE =s 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, FLORIDA 34974 1915 OFFICIAL AGENDA MAY 21, 2020 10:00 A.M. Pursuant to Executive Order No. 20-69, issued by the Office of Governor Ron DeSantis on March 20, 2020, and further extended by Executive Order No. 20-112, effective May 4, 2020, municipalities may conduct meetings, of their governing boards without having a quorum of its members present physically or at any specific location and utilizing communications media technology (CMT) such as a telephonic or video conferencing, as provided by Section 120.54(5)(b)2, Florida Statutes. I. CALL TO ORDER A. Pledge of Allegiance II. ATTENDANCE Voting Members: Marcos Montes De Oca, City Administrator David Allen, Public Works Director Jeffery Newell, Building Official Bob Peterson, Police Chief Herb Smith, Fire Chief Non -Voting Ex -Officio Members: City Attorney Ben Smith, City Planning Consultant, LaRue Planning and Management Services Victor Faconti, Okeechobee County Environmental Health John Hayford, Okeechobee Utility Authority School Representative Patty Burnette, Committee Secretary Yesica Montoya, General Services Secretary III. AGENDA A. Requests for the addition, deferral or withdrawal of items on today's agenda. B. Motion to adopt agenda. IV. MINUTES A. Motion to dispense with the reading and approve the March 19, 2020, Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 20 -003 -TRC, construction of a proposed 5,411 square foot RaceTrac convenience store, with vehicle fueling positions on 18.86 ± unplatted acres located in the 900 to 1000 block along East North Park Street/State Road 70 East - Planning Consultant. 1. Review planning Staff Report. 2. City Staff comments. May 21, 2020 Official Agenda Page 1 of 2 V. NEW BUSINESS CONTINUED A. Site Plan Review Application No. 20 -003 -TRC continued. 3. Hear from Property Owner or Designee/Agent - Kevin Betancourt, Project Manager on behalf of Property Owner, H2oldings LLC. 4. Public comments or questions from those attending or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. a) Discussion. b) Vote on motion. B. Site Plan Review No. 20 -004 -TRC, construction of a proposed 4,750 square foot building contractor office with parking and drainage on 1.6 vacant acres located in the 500 to 600 blocks of Northwest 7th Street, Lots 11 to 20 of Block 62, CITY OF OKEECHOBEE, as recorded in Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County - Planning Consultant. 1. Review planning Staff Report. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent - Steven Dobbs, Project Manager on behalf of Property Owner, Mitchell G. Hancock, Inc. 4. Public comments or questions from those attending or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. a) Discussion. b) Vote on motion. VI. ADJOURN MEETING ' Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Board Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex -parte communication are given reasonable opportunity to refute or respond. Please be advised that should you intend to show any document, picture or video or item to the Board in support or opposition to any item on the Agenda; a copy of the document picture, video or item MUST be provided by the Board Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department no later than two business days prior to the proceeding, 863-763-3372. May 21, 2020 Official Agenda Page 2 of 2 CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of �.0F,0£ Date Received �_ AQ Application No, G{Q� �� •- �; City of Okeechobee W . Z - rta General Services Department 55 S.E. 3"' Avenue, Room 101 r Fee Paid: 1 Receipt No. 5�ta ti. n p r Okeechobee, Florida 34974 O Phone: (863) 763-3372, ext. 9820 Fax: (863)763-1686 o E-mail: nburnette(ft.citvofokeechobee.com Hearing Date: I � 0 191 '� ' I APPLICANT INFORMATION I Name of property owner(s): H2 0LDINGS LLC 2 Owner mailing address: 1534 Walnut Ave., Wilmette, IL 60091 3 Name of applicant(s) if other than owner: Race Trac Petroleum Inc. 4 Applicant mailing address: 200 Galleria Parkway SE, Suite 900, Atlanta, GA 30339 5 Name ofcontact person (state relationship): Samantha Jones, Engineering Project Manager 6 Contact person daytime phone(s) and email address: 770-431-7600 Engineer: Name, address, phone number and email address: 7 Kevin Betancourt, 6300 NW 31st Ave, Ft. Lauderdale, FL 33309; 954-202-7000; kbetancourt@thomaseg.com Surveyor: Name, address, phone number and email address: 8 Watson Killane, 2240 NE Dixie Highway, Jensen Beach, Florida 34957, 772-334-0868 PROPERTY and PROJECT INFORMATION Property address/directions to property: 9 SR 70 & NW 10th Ave, Okeechobee, FL 34972 — �l e 10 Parcel Identification Number 2-15-37-35-OA00-00007-0000 I1 Current Future Land Use designation: Commercial 12 Current Zoning district: Heavy Commercial (CHV) Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 The proposed development includes the construction of a 5,411 SF RaceTrac convenience store and 26 fueling dispensers. The construction of two access driveways from SR 70 are proposed. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. The site is currently vacant, inhabited only by some overgrown vegetation, and trees. 14 15 Total land area in square feet (if less than two acres): or acres: 18.92 16 Is proposed use different from existing or prior use (X Yes) Rev. 10/18 V CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 17 Number and description of phases: 18 Source of potable water: There exist a 12" DI water mains along SR 70, on the south boundary of the site, a tap will be require to get service 19 Method of sewage disposal: An V' PVC gravity sewer main is available along the west boundary ✓ ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property. 21 One (1) copy of last recorded warranty deed. 22 Notarized letter of consent from property owner (if applicant is different from property owner). Three (3) sealed boundary and topographic, "as is" surveys (one to be no larger than 11 x 17) of the property involved including: 23 a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre 24 Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included). 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. 27 Eleven (11) copies of la4dscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Eleven (11) copies of photometric lighting plan (see Code of Ordinances & LDR's Section 78-71(A)(5)). 29 Three (3) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use 30 as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. 31 USB flash drive of application and attachments. Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 32 NOTE: Resolution No. 18-11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and i prisonnictt of up to 30 lays and may result in the summary denial of this;application. Signature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 CITY OF OKEECHOBEE Application for Site Plan ReN4ew Page 3 of 3 City of Okeechobee Checklist for Site Plan Review Rev. 10/18 REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Nine (9) copies of sealed site plan drawings with the scale, legend, and author block on 11" by 17" sheet prepared at a scale no less than one inch equals 20 feet & Two (2) copies on 24" by 36" sheet prepared at a scale no less than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights-of-way 3.3 Utility lines/facilities, fire hydrants, septic tanks and drainfields 3.4 Bridges, culverts and stormwater management facilities 3.5. Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On-site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs (location, number, size and type of signs) 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, gtc. as necessary to indicate the intensity) 4.7 Number oroff-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as; a % of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 10/18 FIHOMAS E N G I N E E R I N G G R O U P March 13, 2020 City of Okeechobee General Services Department 55 S.E. 3rd Avenue, Boom 101 Okeechobee, Florida 34974-2903 Phone: (863) 763-3372 Ext. 9820 RE: RaceTrac Market SR -70 & SE 10" Avenue Cit, of Okeechobee, Florida 324972 Parcel No. 2-15-37-35-OA00-00007-0,0100 ifgb TH(QYAS EW331NEERING GROUP 6300 NW 31" AVENUE f oRT LAUDERDALE. E1.,. 33309 P. 954-202-7000 F: 954.202-7070 Thomas Engineering Group, on behalf of RaceTrac Petroleum Inc. (Applicant), is pleased to submit this letter of intent for the development or this project. The applicant is proposing to add a new RaceTrac Gas Station & Convenience Store to the property located at north of the intersection of State Road 70 & SE 101h Avenue. The gross 18.92 -acre property is currently a vacant lot. The applicant is contracted to purchase the properties Parcel No. 2-15-37-35-OAOO- 00007-0000) from H2OLDINGS LLC (Property Owner). The applications submitted is proposing a new 5,411 SF retail building with two gas canopies to provide an extended diesel offering to larger trucks traveling along SR 70. The proposed Site Plan vvill include the three structures along with associated parking exceeding zoning code requirements, access driveways, landscaping, utilities, and drainage management facilities to support the operation of the RaceTrac Market. The site is currently vacant and zoned Fleavy Commercial. The applicant has interest in purchasing the gross parcel areas, however the proposed development will encompass a net development area of approximately 6.63 acres. There are no current plans for the remainder of the property at the time of this application. This proposed development is currently an allowed usage of the area due to its current zoning classification but will require a special exception for the use of convenience store with fueling positions as per Sec. 90-283(25). The proposed development enclosed has been developed in accordance with the City of Okeechobee codes for the RaceTrac Gas Station & Convenience Store project. Should you have any questions, please do not hesitate to contact us with any cluestions. Sincerely, Kevin Betancourt, P.E. Project Engineer THOMAS ENGINEERING GROUP, LLC Prepared by and return to: Leonard Rutland, Jr., Esquire 759 South Federal Highway Suite 303 Stuart, FL 34994 File Number: 10837.24 ;pace Above This Line For Recording Dat Warranty Deed 4 C),i F Tl_E HU" 20t_84431046Es2 C)R 1? K Gl0l'3'? 1 RgS 1999 SHARON ROBERTSONr CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY. FL RECORDED 03/15/2004 1:51:27 Ph RECORDING FEES 10.50 DEED DOC 3PS50.00 RECORDED BY G Meubourn This Warranty Deed made this 10th day of March, 2004 between Harbour Bay Properties, Inc., a Florida corporation, whose post office address is c/o Theodore G. Glasrud, 3634 SE Fairway East, S rt, FL 34997, grantor, and H2O1dings, LLC, a Delaware limited liability company whose post office address is c/o -a•t , antee: GAALG flActtt P.O. 3z -Q53 , PAq-M l�FAC �h�cpW1, i� 33�Fao (Whenever 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, trusts and trustees) 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: SEE ATTACHED EXHIBIT "A" Subject to taxes for 2004 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. 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, 2003. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: ilk 44our Bay operties, Inc. eo ore . a , nt (Corporate Seal) State of Florida County of Martin The foregoing instrument was acknowledged before me this 10th day of March, 2004 by Theodore G. Glasrud, President of Harbour Bay Properties, Inc., on behalf of the corporation. He �is personally known to me or [X] has produced a driver's license as identification. [Notary Seal] Notary P ltc ranted Name: LEONARD RUTLAND Xt Notary u c- a OrFlorlda My CommissioWfftmmignien Fxg)i t to I fxi [ l4 Commission #CC928236 DoubleTime® Fund File No.: 57-04-61 Exhibit A OR 113K 00525 PG 2000 Parcel 1: The West '/2 of the Southwest'/, of the Southeast V4 of Section 15, Township 37 South, Range 35 East, Okeechobee County, Florida, lying North of the North right-of-way line of State Road No. 70; Except the North 50 feet of the West %z of the West '/7 of the Southwest '/4 of the Southeast V. for road purposes; also Except the following described property conveyed to the State of Florida: A parcel of land in the West %z of the Southwest '/• of the Southeast '/4 of Section 15, Township 37 South, Range 35 East, Being more particularly described as follows: Commence at the South %. corner of said Section 15; thence run Northerly on the '/4 section line a distance of 36.95 feet to the centerline of State Road 70; thence. North 800 54' 49" East, on said centerline a distance of 347.10 feet; thence Northerly at 90° to said centerline a distance of 40 feet to the Point of Beginning; thence continue Northerly a distance of 17 feet; thence Easterly at 90° 'a distance of 20 feet; thence Southerly at 90° a distance of 17 feet: thence Westerly at 90' a distance of 20 feet to the Point of Beginning. Parcel Id. Number: R2-15-37-35-OA00-00007-0000 Parcel 2: Beginning at the Southwest corner of the East'h of the Southwest'/. of the Southeast 1A j of Sectioc 15, Township 37 South. Range 35 East and run North along the West boundary a distence of 594 feet; then run East a distance of 186.3 feet; then run South a i distance of 594 feet to the South Boundary of Section 15; then run West a distance of 186.3 feet to the POINT OF BEGINNING. Less and Except the right-of-way for State Road 70. Parcel Id. Number: R2-15-37-35-OA00-00008-0000 March 12, 2020 TO: All applicable Governmental Permitting Agencies City of Okeechobee County of Okeechobee, Florida State of Florida Consent for: H2OLDINGS LLC 1534 WALNUT AVE, WILMETTE, IL 600910000 Parcel Number: 2-15-37-35-OA00-00007-0000 RE: Authorization of Agent for RaceTrac Petroleum, Inc. As related to RaceTrac - Okeechobee EDO This will serve as confirmation that the undersigned, H2OLDINGS. LLC. the current property owner of the property located at the NE corner of the intersection of SR 70 and SE 10th Avenue, City of Okeechobee, identified by parcel no. 2-15-37-35-OA00-00007-0000, hereby appoints RaceTrac Petroleum, Inc., to act as its authorized agent concerning all city, county, state, and government agency permits and applications, but only to the extent that such permits and applications pertain to the proposed RaceTrac Market & Gas Station development at the Property (see attached for contracted property area). s (Signature) (Print Name, Title) STATE OF l i -I -I 01S ) ) ss. COUNTY OF r00 y- ) The foregoing instrument was acknowledged before me this ih day of i" A g 6 2020, W, d A L () I •HA(-kkL . He/she ❑ is personally known to me or ❑ has produced a ?- ✓ h P- a f E: s as identification. Print Name: Vq *'- t rq f1? 5 `= s NOTARY PUS My Commission Expires: = VALDEMARAS RAIZY722'0213 Official Seal Notary Public State of I My Commission Expires May, RaceTrac Store Support Center 1 200 Galleria Parlvojaj SE., Surra 900, Atlanta GA 30339 1 racatrac.com 1 770.439.7600 ' Detail by Entity Name FL,anda Deoartmam .,-,f-Si a ie Department of State / Di_v_ision of Corporations / Search Records / 7etail By -Document Number / Detail by Entity Name Foreign Profit Corporation RACETRAC PETROLEUM, INC. Filing Information Document Number FEi/EIN Number Date Filed State Status Last Event Event Date Filed Event Effective Date P14841 63-0642959 06/15/1987 GA ACTIVE SHAREEXCHANGE 02/20/2003 NONE Principal Address 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GA 30339 Changed: 01/22/2018 i'i]ailinp Address 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GA 30339 Changed: 01/22/2018 Recalstered Aaent Name & Address CORPORATE CREATIONS NETWORK INC. 801 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Name Changed: 01/22/2018 Address Changed: 03/13/2020 Officer/Director Detail Name & Address Title Director LENKER, MAX 142 CANNONBALL LANE WATERSOUND, FL 32461 Page 1 of 4 http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 3/13/2020 Detail by Entity Name Title Secretary, Director BOLCH, SUSAN BASS 1250 SPYGLASS LANE NAPLES, FL 34102 Title Asst. Secretary, Director DUMBACHER, ROBERT 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title COO MILAM, BILL 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Chairman, Director BOLCH,CARLJR 1250 SPYGLASS LANE NAPLES, FL 34102 Title Director MORAN, ALLISON BOLCH 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Asst. Secretary, Chief Legal Officer AKERS, JOSEPH H 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Director, President, Asst. Secretary MORHOUS, NATALIE BOLCH 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Director, Asst. Secretary ISBILL, MELANIE BOLCH Page 2 of 4 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... '3/13/2020 Detail by Entity Name 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Director BOLCH, JORDAN BASS 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Other Vice President of Real Estate & Engineering THORNTON. BRIAN 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Other, Vice President of Category Mgt POSENER,ROBBY 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title CFO, CEO MCBRAYER, JR, MAX E 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Annual Retorts Report Year Filed Date 2017 04/19/2017 2018 04/13/2018 2019 04/26/2019 Document Images 04(lh/ZO 119 — ANNUAL REPQR r View imago in PDF format i 4/10/201_tt 7 -ANNUAL REPORT View image in PDF format 01/22i2018__ Req. Agent Ch4m, View image in PDF format 1 1101/2017 -- AMENDED ArO UAL.REPORT View image in PDF forTnat 04/19/2L�iJ.--ANNUAL R[PORT View image in PDF format 0411812U16_• ANNUAL REPORT View image in PDF format 05/20/'2015_— AMENDED ANNUAL REP0 T View image in PDF format 04107.^ 015 -- ANNUAL REPORT View image in PDF format 06!3012 14_,AMEN.QED ANNUAL REPORT ` iew image in PDF format 04/10/2014 -ANNUAL REP ORT View image in PDF format 2,L11 3/2013 -- ANNU�L REPORT View image in PDF format 06/202012 -- ANNUAL REPORJ View image in PDF formal Page 3 of 4 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/13/2020 Detail by Entity Name 01;15/2012 --ANNUAL REPORT 02/10/2011 -- ANNUAL REPORT 01!20;2010 — ANNUAL REPORT 02/03/2009_ANNUAL REPORT 04;072008 -- ANNUAL REPORT 03/05/2007 -- ANNUAL REPORT 04/28/20013 - ANNUAL REPORT 04/27Y2005 -ANNUAL REPORT 04/29/'2004 --ANNUAL REPORT 04_2512003 -- ANNUAL REPORT 02;20/2003 -- Share Exchange 05/10/200'2._ -ANNUAL REPORT 05/18;2001-- ANNUAL REPORT 11/02!2000 — Merger 05/01/2000 --ANNUAL REPORT 04/23/1999 - ANNUAL REPORT 04/30/1998 - ANNUAL REPORT 05/02/1997 -- ANNUAL REPORT 04;26! 1996 • ANNUAL REPORI 05/11/1995 — ANNUAL REPORT View image in POP format View image in PDF format I View image in PDF format View image in PDI: formal View image in PDF format View image in PDF format View :mage in PDF format View image in PDF format View image it PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDI- format View image in PDF format View image in PDF format View image in PDF format View image in PDF fnrmat View image in PDF format View image in PDF formal View image in PDF format Page 4 of 4 http : //search. sunbiz. org/Inquiiy/C orporation S earch/SearchRe sultDetai l?inquirytype=Entity... 3/13/2020 2019 FOREIGN PROFIT CORPORATION ANNUAL REPORT DOCUMENT# P14841 Entity Name: RACETRAC PETROLEUM, INC. Current Principal Place of Business: 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GA 30339 Current Mailing Address: 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GA 30339 US FEI Number: 63-0642959 Name and Address of Current Registered Agent: CORPORATE CREATIONS NETWORK INC. 11380 PROSPERITY FARMS ROAD #221 E PALM BEACH GARDENS, FL 33410 US FILED Apr 26, 2019 Secretary of State 1472350554CC Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : Title DIRECTOR Name LENKER, MAX Address 142 CANNONBALL LANE City -State -Zip: WATERSOUND FL 32461 Title ASST. SECRETARY, DIRECTOR Name DUMBACHER,ROBERT Address 200 GALLERIA PARKWAY SE City -State -Zip: SUITE 900 City -State -Zip: ATLANTA GA 30339 Title CHAIRMAN, DIRECTOR Name BOLCH,CARLJR Address 1250 SPYGLASS LANE City -State -Zip: NAPLES FL 34102 Title ASST. SECRETARY, CHIEF LEGAL OFFICER Name AKERS, JOSEPH H Address 200 GALLERIA PARKWAY SE SUITE 900 City -State -Zip: ATLANTA GA 30339 Title SECRETARY, DIRECTOR Name BOLCH, SUSAN BASS Address 1250 SPYGLASS LANE City -State -Zip: NAPLES FL 34102 Title COO Name MILAM, BILL Address 200 GALLERIA PARKWAY SE Address SUITE 900 City -State -Zip: ATLANTA GA 30339 Title DIRECTOR Name MORAN, ALLISON BOLCH Address 200 GALLERIA PARKWAY SE SUITE 900 City -State -Zip: ATLANTA GA 30339 Title DIRECTOR, PRESIDENT, ASST. SECRETARY Name MORHOUS, NATALIE BOLCH Address 200 GALLERIA PARKWAY SE SUITE 900 City -State -Zip: ATLANTA GA 30339 Continues on page 2 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other file empowered. SIGNATURE: JOSEPH H. AKERS ASSISTANT SECRETARY 04/26/2019 Electronic Signature of Signing Officer/Director Detail Date Officer/Director Detail Continued : Title DIRECTOR, ASST. SECRETARY Title DIRECTOR Name ISBILL, MELANIE BOLCH Name BOLCH, JORDAN BASS Address 200 GALLERIA PARKWAY SE Address 200 GALLERIA PARKWAY SE SUITE 900 SUITE 900 City -State -Zip: ATLANTA GA 30339 City -State -Zip: ATLANTA GA 30339 Title OTHER, VICE PRESIDENT OF REAL ESTATE & Title OTHER, VICE PRESIDENT OF ENGINEERING CATEGORY MGT Name THORNTON BRIAN Name POSENER,ROBBY Address 200 GALLERIA PARKWAY SE Address 200 GALLERIA PARKWAY SE SUITE 900 SUITE 900 City-State-Zip ATLANTA GA 30339 City -State -Zip: ATLANTA GA 30339 Title CFO, CEO Name MCBRAYER, JR, MAX E Address 200 GALLERIA PARKWAY SE SUITE 900 City -State -Zip: ATLANTA GA 30339 N89 °45'41 E 421.89' wNa.asvalrn l 1 SLVFlIG4v.M IfIINaEY¢RItL4R6E 18UVO' a LOT 25 •y ,? '+ 4 LOT26 A 6� -75 e "I LOT31I; &;1 o I�I LOT 32 I I I1 .0 PARCH A' f/SJ7JSOIWRCgM000 ABBREVIA770NS. MUS4fES PC NAM -NORMAMERICAN VERTICAL LM77N 6w1PACK4ROtd.17f EL=EIEVA7AON SIFEnIMRBOR RORA4.3/6.95 A QLD'- SPOTEIEVATKN 8 FD.0..T • FLORIDA DEPARTMENT OF TRANSPORTADON CONC+CONCRETE O'S. ELECTRIC PILLBOX LP=LIGHTPOLE ID-IDEN77FICA77ON OHTSA- OVERNEAO TRAFFIC SIGNAL ARM TPB - TRAFFIC SIGNAL BOK pA UR- UTXfrYRISER CWSP- CROSSWALK SIGNAL POLE FOPS - FIBER OPTIC PULBOK CPP- CONCRETE POWER POLE ,& = OVERHEAD UTILITIES wv. WATER VALVE - _ - BLOOOHOUNO UMERGROIMD COUWAfCA7ION .$L. BLOODHOUND UNDERGROUND STREETUGHTELECTRIC -G• = B100DHOUVO UNDERGROUND GAS ` -T-- BLOOHDOUND UNDERGROUND TRAFFIC SIGNAL .WAF = BLOOD/f0UN0 UNDERGROUND WA7ER AWN CP- CABBAGEPALM Y FO'/OAI'/AwA00 5-893/543T7� 37867 (:VP00TAIlR T fREH,LVA CRC9AIW MTE ADTIYIWI(11 P,-, d. -VA. EMtIPn tETANG MLL 1pSO/P91� � rM1476 RP �t ,? rANAcO �s '` It UNPLATTED LANDS WRrYYU4IAM.E IRMS �` I �G� 14j_ ,IJ14RAldJ1 V v V ArA-cvnA°r �411 1`\ 1 S 10 ,.+-..-..-..-.._.. 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MAP ON9ICFIA ASPNILTPAwmtlr SECR1070000 EJ Ga.4R411a„�E - - mvn,wmNalssLrlar,A.na�SWMLIAE'LF7fEsw la tFSEclKN 15-1715. .. ,x I E,Er SPINEL Y Y /-- LYmEAur T ASNMLr. \ DeN 1Wr \-COVCREMPOW APOLE ELEVATKN CF OVERHEAD WIRES 10 HO EL=Q1• EL • 51.8 EL 54.2' EL. 517 &- w.! EL 71r H.. 747 CONCREMPOWERPOLE a EVA77CWOFOVERHEAD V1WS NHN1 EL .41r EL -S18 EL•51r NGRESS-GRESSAW EL=54! I CVIOSSACCESSEASEAEM EL -64.1• NRB 784 PAGE 377) 6-• 711 H.-61.7 - -\ --E MRCFWAYLAIE -� ` 5'AMARY m /A41BE Y C _ ElEYA7KW OF FAO W/RESIUFM7 I I A 1 r4,7E mm A SAG H.-ar 6161EL Ax' S40EL-447 HwEIaN• SAG EL -521' EIEfSlT 0 .I SAG EL- 69. M 1 BAGEL -76 .A. UNPIATIEDLANDS y O §Ft uwE� N 1 NORTHLINEOF7HE SW 114 THE SE 761 OF SECTION 153735 6 _ M9p�'JPE JJ6.&2' Ld 7VJD'E 316.67 /IDp"ItSD'W5002 93&87--J366Z'I � 180 bwr'� I 2^ 'A EAAEA EI?FSOV�BOxSMS 6.1•��• ,'• OOAM/SM"TOOFCD17EFUM (?� I N I� GT pPCEpRINES) -oSSA P� : 4 v+� yyA P'"RGrNO`ER ;6 I Aw'2030F33176' 411 N � o y AALNM(D� i W I� f0 ze •4rwvw � COMO? 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U)3000 R ir�nau- a,n row�rrw nsirx «„,, TOTAL SITE ARE FOR PARCEL NUMBER 2-153735-0Am-00007-0000 IS 18.82 ACRES THE PROPOSED RACETRAC DEVELOPMENT WILL BE WTHIN THE BE 6.63 ACRE PORTION AS IDENTIFIED ON THIS MAP. THE REMAINING AREA OF THE PARCEL WILL REMAIN VACANT AT THIS TIME AND ANY FUTURE DEVELOPMENT WITHIN THE REMAINING PARCEL WALL BE REVIEWED SEPARATELY AT A LATER DATE. PROJECT LIMITS ` 1 III IIIL ___ illl 1 1 I 1 1 o7 + t ,1 G 4 4 STATE ROAD 70 FAST PROJECT LRMTS o.Mrxi s.' � �5-1/-1J aa-axxa cax YKVi' l— MC W t,%WRYJ4 GSIRC' (M// j, N CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. W* E S OVERALL SITE DATA THIS PLAN REFERENCES AN ALTAIACSM LAND TITLE SURVEY BY BLOOMSTER PROFESSIONAL LAND SURVEYORS. INC - 641 NE SPENCER ST JENSEN BEACH FLORIDA 34957 TELEPHONE (772)334-OBW FOLIO 2-15-37.35-0ADO-00007.= OWNER H2OLDINGS. LLC 1534 WALNUT AVENUE WILMETTE. IL 60081 APPUCANT RACETRAC CIO THOMAS ENGINEERING GROUP LLC CURRENTUSE VACANT PROPOSED USE 5 411 SF CONVENIENCE STORE w120 FUELING POSITIONS LAND USE DESIGNATION COMMERCIAL ZONING DESIGNATION HEAVY COMMERCIAL DISTRICT (CHV) WATERIWASTEWATER SERVICE PROVIDER OKEECHOBEE UTILITY AUTHORITY AREA BREAKDOWN GROSS LOT AREA 824050 SF (18 92 AC) PROJECT SITE AREA 288.680 SF (6.63 ACI i f1 $ Go � w I_ y `LL5� ;o : z Or Wzoz >Eo xOr wOL)WF n r p w j y 41 w�j0 w'�r pm F�Oz–xw w¢ WVQ3wn an 4P 2 fwDR � Q W y <. p CCLZ� IL 3wao ao waw USS N � N � W d Lu Q Y a Z z g off O >� Lu Q Qo Q =LL Cn U ow U w �m Zo Q Q a8 V Lf LU U oLuY U °rs o o < co DATE SCALE 31132D 1"=60' 60 30 0 60 120 180 240 DRAWN -BY JFV DRAWING NAME ..... WEMLLSITE IMP C 1.0 GRAPHIC SCALE IN FEET SHEET NO. VERSION GENERAL NOTES: I II I$ -NF CONTSOF THS RIOUSGCN1EYTDBt COAE ACES T WITHTHFPFRVIl EALII:SPHLIIDN REQUIREMENTSOF THEVARIOUS IN ANDSAEN"ALAGENCES.TNACOGROJCOR SHIEN OBTAINUC NECESSARY PER WT$ PRIOR TO MEDSTRUL COM. AND SCHEDULE INSPECTION ACCORDING C AGENCY NSTRUCIOn 2 GO WORK PERFORMED SHALL COMPLY WITIC THE REGUTHE W AND ORDINANCES NCE& OG THE VARIOJS GOVERNMENTALAGENGEI RAVING) EWTOT HE OVERTHEWORK. WCLONINGLAN] SECK'G 3 PRE AST AOR SNALL SUBMIT D ITEMS EW S TNN OWNERS CONSTRUCTOR MA- SHOP DRAW—%SIAL ALL PRECAST ANO MANUFACTURED ITEMS TO JSE ON THIS SITE, ORTS F TO OBTAIN APPROVA, MANAG INSTALLATION WAV OE T IN R IA D AW REP ES WANT A^ VE MT T IORSRS EHAAE CONSTRUIOR RFOR I R'S IAP TEM OF ASHOPDRAWING DOE$NDT RELIEVE CONTRACTORS RLSPpN51BILlh'ADR PERFORMANCE Or 'NE ITEM 1 WORK PERFORMED ONTR THIS CONTRACT SHALL INTERFACE SMOOTHLY WF'M OTHER WORK BEING PERFORMED ON RDIAOTNERCONTRACTOR$ANDTIES MpBNECS.ITISNF L 1OT OTHER DID _ES AVp$LNEDGLF HIS ALTMTIES, WHFRk NECESSARY WI-I+OTHER CONTgAC'OR5 AND UTILITY MMPAM 5 5 ACCRDANAVOITH THEE CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION $MLLE BE IN ACCORDANCE OE WRN THE LOLL REGULATORY AGENCY 6 CON-RACTOR SHALL NEVIEW$OI. REPORTS AND BORINGS PRIOR TO &DOING T+E PROTECT AND LONWENGNG C TES O GLEAT72NU gpTO GSTRUOTHCOVRACE ENGINEER AAO RN -F NCIAND SAMY-HEM WRHNRLWPINS'HE CGNIMUIR SIANTING PROdECTLDSC O NR TO IX)NABREOUIREDANWORK1R1OR-DPN NOII- T'HEEINEEROAR UTAG. NClNPC'OR PRESENT A BIUBFCT i0RF40VN AND 9FPI ACFMFNT Ai B IECONTRACTORSFXPFN CONTRACTO WALL USE EACH PUN IN ISH ANYTHING WITH TNT ENTIRE SET OF COORDINATING A ANO JOB ELF CIRICA I DO NO'REMOVE OR DEMOLISH ANYTMNA WITHOUT VERYYWCAANS COORDINATING WITHALL ELF PIUMBING MECHANIGI. GENERAL TRADES. AND UTILITY COMPANIES AS iNFV FEE FCT INE OVERACT PROJECT 9 ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PUNT AND IPEGFIGTIONS UTILITY 8 AGENCY CONTACTS: NAME WATER &SEWER OKEECHOBEE UT Km AUTHORITY -00 COVERSHIEV EW STS AVEMUF OX ECHOSEE. FL M&72 ALTA & NSPS LAND TITLE WATSON I KILLANE SURVEYING CONTACT JOI+N,UVFORD EROSION CON 1.01 PUN 'MNL JHUVFORD®OWFL.CAM OFMOLITION PIAN I IRF CATV OF 1, EECHO.11 SI'E PUN SS SE nAVENUE PAVEMENT MARKING IL SIGNAGE PUN OKEECHOBEl 1]1871 CIRCULATION MAN CONTACT ERB SMITH PHH&63M167.15&& GRADING PI AN EWVL WTHOGTYOFOKFECHOREE.COM CROSS SECTORS STORM WATER SOUTH FLORIDA WATER MANAGEMENT DISTRICT PAVING PLAN 5101 GUN 4 ROAD JOWTING PLM WEST PALM BEACH COITACT TRI DRAINAGE PUN R1&6dB0oI GRNNAGE DETAILS EMA1_E4N-TBD UTC. PUN ELECTRIC FLORIDA POWER AND LIGHT UTI_ITV DE TAILS CONTACT DONNAPADGEII RACETRAC511NDARDDE11L$ PW,B6 461.31. RACETRAC STANDARD DETAILS EMAI- JONNA.PADGETT®FPL COM RA IFTFUCSTANDARODETAILS TELEPHONE CD RACETRACETANDARD DETAILS CONTACT -1T SPPWGSTFE. RAL ETRALSTANGARDDETALLS FEEL—! - RACETRAC SrANGAgDGETA%S EMAIL MATH UAOf SPRNGSTEELGCCMCAST COM RACETRAC STANDARD DETAILS -.,a. I. V.-.R•� ,"IF OKEECHOBEE LANDSCAPE PUN VENUE LANDSCAPE DETAILS --)BEE- FL MM2 LANDSCAPE SPECS GAD ALLEN wROAiOM PI AN E -I6,; 7 L1791 ]ALLEN®tlTYOE 01(EE LHOBEF COM IRRIGATION DE (ARB .10GATION SPECS HIG,IOI WAV FLORIDA OEPAR14EN1 OF TRANSPORTATION • MRM DISTRICT ONE 1 MDMA 1722 KEML WORT•1 BI VD. ELELi RINK uvWT MRM SEEPING. R.30N0 CONTACT DOUGLAS STEWART TNM DETAILS MOM PHH&531471-51 FMNL DWGLASETFWARTQDDT.STATF.FI.US Know what's below. Call before you dig CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. SITE DEVELOPMENT PLANS FOR SR 70 & SE 10TH AVENUE SECTION 15, TOWNSHIP 37 S, RANGE 35E OKEECHOBEE COUNTY, FL RACETRAC PROJECT NO. 1443 RACETRAC STORE NO. TBD FOLIO NUMBER- 2-15-37-35-OA00-00007-0000 .EGAL DESCRIPTION PARCEL 1 -...' WEST 1Q OF THE SOU-HWEST 114 OF THE SOUTHEAST 1,4 OF SECTIO. '5 ^.SHIP 37 SOUTH. RANGE 35 EAST, OKEECHOBEE COUNTY-LORIDA. LYING NORTH �E NORTH RIGHT OF WAY LINE OF SATE ROAD N0. 70, EXCEPT THE NORTH 50 FEET I WEST IQ OF THE WEST 1Q OF THE SOUTHWEST *04 OF THE SOUTEHAST 114 FOR PURPOSES'AL SO EXCEPT THE FOLLOWING DESCRIBED PROPERTY CONVEYED TO -_ STATE OF FLORIDA, A PARCEL OF LAND IN THE WEST IQ OF THE SOUTHWEST 114 OF THE SOJTHEAST '1409 SECTION 15. TOWNSHIP 37 SOUTH, RANGE 35 EAST, BEING WORE PARTICULARLY SCRIBED AS FOLLOWS "V=.NCE AT THE SOUTH 114 CORNER OF SAID SEC -ION 15 THENCE RUN NORTHERLY -F 114 SECTION LINE, A DISTANCE OF 38.95 FEET OT THE CENTERLINE OF STATE '0 THENCE NORTH 80.54'49' EAST ON SAID CENTERLINE. A DISTANCE O= 347.10 - -HENCENORTHERLYAT90'TOSAIDCENTERLINE A DISTANCE OF40 FEETTOTHE OF BEGINNING, THENCE CONTINUE NORTHERLY A NS-ANCE OF 17 FEET THENCE HLY AT 90'. A DISTANCE OF 20 FEET THENCE SOU' ^ERI. Y A' 9C'. A DISTANCE OF THENCE WESTERLY AT 90', A DISTANCE OF 20 FEE' '0 THE POINT OF :RING. FYOR'S LEGAL DESCRIP*ION +.'ION OF LAND LYING IN THE WEST IQ OF THE SOUTHWEST'!: OF THE SOUTHEAST SECTION 15. TOWNSHIP 37 SOUTH. RANGE 35 EAST, OKEECHOBEE COUNTY. IDA. LYING NORTH OF THE NORTH RIGHT OF WAY INE OF SATE ROAD 70. MORE PARTICULARLY DESCRIBED AS FOLLOWS `.'-NCE AT THE SOUTH 'M CORNER OF SAID SEC -ION 15, THENCE RUN NOR'H -" WEST ALONG THE WES_ LINE OF THE SOUTHEAST 1N OF SAID SECTION 15, A NCE OF 75.91 FEET TO A POINT ON THE NORTH RIGHT OF WAY UNE OF STATE 10 AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY s=CTION 91070-000 (SHEET 7-15). SAID POINT ALSO BEING THE POINT OF NTNG, THENCE CONTINUE NORTH 00"4'51' WEST. ALONG SAID WEST UNE. A NCE OF 51711 FEET. THENCE NORTH 89'1971' EAST A DISTANCE OF 37183 FEET � _E SOU -H 00.1543' EAST A DISTANCE OF 520.38 FEET TO A POINT ON SAID NORTH - 09 WAY LINE 09 STATE ROAD 70. THENCE -OR THE FOLLOWING FINE (5) COURSES :G SAID NORTH RIGHT OF WAY. SOUTH 89'4978' WEST A DISTANCE OF 4.90 FEET. %CF NORTH 00'10'34' WEST. A DISTANCE OF 17.00 FEET THENCE SOUTH 89'49'26' A DISTANCE OF 2080 FEE- THENCE SOJTH DP1074- EAST A DISTANCE OF 17.00 ... "�. 89'4926' WEST, A DISTANCE OF 347 IO FEET TO THE POINT OF SURVEYOR WATSON I KILLANE 2240 NE DIXIE HIGHWAY _ENSEN BEACH, FLORIDA 34957 PHONE 772-334-0868 LANDSCAPE ARCHITECT THOMAS ENGINEERING GROUP RYAN J. KING EBRAHIMIAN, P.LA. PROFESSIONAL LANDSCAPE ARCHITECT 6300 NW 31 AVE FORT LAUDERDALE, FL 33309 PHONE: (954) 202-7000 FAX: (954) 202-7070 ENGINEER THOMAS ENGINEERING GROUP KEVIN A. BETANCOURT, P.E. 6300 NW 31 AVE FORT LAUDERDALE, FL 33309 PHONE: (954) 202-7000 FAX :(954)202-7070 OWNER/DEVELOPER RACETRAC PETROLEUM, INC. 200 GALLERIA PARKWAY SE. SUITE 900 ATLANTA, GEORGIA 30339 ENGINEERING. SAMANTHA JONES (512)417-3225 CONSTRUCTION: ANGIE RUDISEL (770)714-4581 SECTION 15, TOWNSHIP 37 S, RANGE 35E VICINITY MAP PROJECT SITE m0f] 0 0 0 SHEET INDEX OF DRAWINGS SHEET NAME RV OTHERS c 0.0 COVERSHIEV SAVY ALTA & NSPS LAND TITLE WATSON I KILLANE SURVEYING ES ID EROSION CON 1.01 PUN DIB OFMOLITION PIAN C 1.1 SI'E PUN C I.] PAVEMENT MARKING IL SIGNAGE PUN C12 CIRCULATION MAN c21 GRADING PI AN C22 CROSS SECTORS L3" PAVING PLAN L11 JOWTING PLM c 5.1 DRAINAGE PUN c52 GRNNAGE DETAILS L&.1 UTC. PUN C62 UTI_ITV DE TAILS SOt RACETRAC511NDARDDE11L$ $D2 RACETRAC STANDARD DETAILS S03 RA IFTFUCSTANDARODETAILS SD1 RACETRACETANDARD DETAILS SDS RAL ETRALSTANGARDDETALLS sD6 RACETRAC SrANGAgDGETA%S SO, RACETRAC STANDARD DETAILS L'. O LANDSCAPE PUN L..1 LANDSCAPE DETAILS L'.2 LANDSCAPE SPECS U.0 wROAiOM PI AN 12.1 IRRIGATION DE (ARB .10GATION SPECS L22 RT-TB.O ELIE, PNINGMM MRM gT.T10 TANK IP 1NG IAYWT MDMA RT -i1.1 ELELi RINK uvWT MRM RT.t12 TNM DETAILS MOM RT.T+3 TANK GET-1MOM BIT., INAKAPP`YWAIAILb MON RT. ,I) ISLAND OETAK6 MRM RT -TKO 1111611 G 1N.6 MOM RT.TS.O T ANN AND PIPING NOTES MOM OPYI GNMD'IY'GOUNGtONPIM MCGEF CORPORA I IDN CPY2 CANOPY RODE PUN MCOEE WRPURA1_ CPY3 CANOPYIOHFi 1AVW:SOFIAA6 MLGEE CORPONA1KMl OPY1 CANOPVMISG DETAILS MMES CORPORATION ARGDECTJRAL S -EE TS BY OTHE RS FOR SITE PUN SFT 010{ DUMPSTFRENUOSURFE.FVATION MARKS EALOPEK LLL IN NEL CANOPY ELEVATIONS NARKS SALOPLK ILC 101 EDO FIE. Gn PV EI EVATONS MARKS. SA'-OPEK LLL 300 E%TEROR EL EVAIl MARK S. SALOPEK LLL GATE REASON PLAT NOTE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MIA41-DAJE MINIMUM DESIGN AND CONS'RUC'ION STANDARDS. ENGINEER'S CERTIFICATION THIS PUN WAS PREPARED UNDER MY DIRECTION AND THE THE BEST OF My KNOWLEDGE COMPLIES WITH THE INTENT OF THE MANUAL OF UNIFORM MINRAJM STANDARDS FOR DESIGN. CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS. AS ADOPTED BY THE STATE OF FLORIDA LEGISLATURE, CHAPTER 72-328 F.S. 0 H - Lx EY] Q r� S V/ >f < p O g i C w t= uai�5F�14M,3o u x w g°0ILI WI yo Wo It C x �6>HC-n KLUQJ�pK ti NUQiwa664 DATE 12720 SCALE DRAWN -BY LEV DRAWING NINE -,ASMEI C 0.0 1 SHEET NO VERSION REOMCE DOUBLE LAYER H,TERFABKFORCAMM BASIN PROTECTION CONS'RU" ON FENCE SL -FENCE 4 1 FLIER FABRIC FOR CAT04 SASH PROTECTION PIEOVEIE IB DDE LAYER FILTER FARE FOR CAT04 "PROTECTION m RACETRAC MARKET S,A 11 SO FT FFE 216 NAVD ISI r— — — — — — — — — — — — — — — — — — II i t t O � o o L ------------------J ZIX DOAI LATER - P4oJOEMULE LAYER CONBTRJCTIZENCE� FBTERFAMFORrATCH FI .'E F NEW FOR CATCH BASH PROTECTION BASH PROTECTION, N"4976'W 3I7./0' -� STATE ROAD 70 EAST CNE PAfMSIREED Fp0T1AWTA1E0 15 ROM S6YM/O�F4 � .N8911,926111' 4 f - PROM DDALE LAYER FR TER FAIRE FOR GTO' BASIN PROTECTION FENCE FILTERFABRIC FOR CATCH "PROTEM 1 i Know whaYs below. Call before you dig. N w B s EROSION CONTROL NOTES: I COATRACTGR SHALL MAIN -AIN EROSION CONTROL FACkTES OUR— TH_ EAT.0.E Cp.5TRUCTgN PERIOD. FACILITIES ME NOT TO BE REMOVED UNTIL COMPLE TION OF ' HE FROJEC- AND THE SITE 6 STMI_I D 2 ADDRXMALDEMCESWYBEMQO EDA MEMEDNECESIiMYBYGOVERN6N: AUTHORRE5 ] SIITFENCESSHALLBEUi EDWRERwMDO NTRAPPE05EONEN'REACIf5% PERCENTOT-HEABOVEGROUNDFENCEHEJGHTORALOWERHE 7BASEDON W NLFACTJRERS SPECIFICATIONS. �. SE DIMENI AND EROSION CONTROL MEASURES WILL BE INSPECTED ON A DAILY BASS AND REPAIRED. ADJUSTED AND WINTAINED AS NEEDED OR REQUIRED BY GOVERNING AGENCES AT NO ADDITIONAL EXPENSE TO -HE OWNER TO PROVIDE ER0.81DA AND SEDIMENT CONTROL FOR THE DURATION OF COFASTRUCTION AND UNTIL ALL DES'URBED MEAS ARE STMLLIIED. 5 ALL GRADED MEM SM L BE STABILIZED WITH A PERMANE NT FAST GROWING COVER ANI MM CH JPON COMPLETEDN 01 GRADING OPERATMS. COE'LE TION OF GRADING OPERATIONS DOES HOT MFAN Al THE END OF Y -F PROJECT AS SOON AS FINAL GRADES ME FS— SHED IN M UNPAVE J AREA -HE CONTRACTOR S� STABILIZEWItr A TEMPORARY GRASS OR PERMAAENT SOO FA TEMPORARY GE— 6 APPJED F MILL BE THE CONTRACTOR'5 RESPONSIBILITY TO APPLY A PERMANENT SEED OR SOD AT -HE PROPER TIME OF YEAR 6 ILL SLOPES SHOULD BE PLANTED M SOON M M AREA OF THE SITE 6 BROUGHT TO FINAL GRADE. SURFACE RUNOFF SHALL BE INTERCEPTED AT THE TOP OF TEMPORARY AND PERMANENT S.OPES DURING CONSTRUCTION SO THAT WATER 6 NOT ALLOWED TO FLOW OVER THE SLOPE FACE T T HE GE NERAL CON TRACTOR AND THE GRADING CONTRACTOR SHALL RENEW THEIR PROPOSED GRADING SEOUENCE TO INSURE THAT THE LEAST AMOUNT OF LAND POSSIBLE AT ANY ONE TIME IS DIS URRED WITHOUT PERWNENT STAB—TION, 6 CONTRACTOR SMALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES PRIOR IO ANY EART WORN OPERATIONS. 9. CONTMCTORSIWLLWINTA6.SILTFENMSFMTMDURATANOFTMPRCJECTUNTa ACCEPTED BY THE ONMER AT ND EXPENSE TO CWHER f0. LANDD TLA® ACTMTIESBEREPTTOAMNIMUMANDVALLWTEX NDBFEONDTHELIIMM SHOWN 11. 1HE CONTRACTOR SHALL CONSTRUCT THE Sky FENONG AS SHOWN AT THE PERIME TER OF THE SITE PLAN PRIOR TO LAND CLEARING ACTINRES. o 12. CONTRACTOR SELL- BE RESPONSIBLE TO ENSURE COMPULANCE WITH THE NPOES STORMWATER REOUIREMENTS. THIS INCLUDES. 6U- IS NOT LIMITED TO. INSPECTION REQUIREMENTS 13 ALL EROSION CONTROL MEASURES EXCEPT THE REQUIRED RIP RAP ME TEMPORARY DEVICES THESE TEMPORARY DEVICES SHALL BE REMOVED PRIOR TO COMPLETION OF CONSTRUCTION ONCE STABILIZATION OF ALL GRASSED AREAS ARE COMPLETE, 14 . PRIOR TO CONSTRUCTION, THE EROSION AND SEDIMENT CONTROL MEASURES 9MOWN HEREON SHALL BE IN PUCE. CLEARR AND GRUBBING OPERATIONS WILL BE ENGAGED IN ONLY AS NECESSARY iO ALLOW ME PLACE ME Ni OF E ROSION AND SEDIMENT CONT ROL MEASURES AS 0• SHOWN HE PEON UNTIL ALI SUCH MEASURE S ARE IN PLACE _ N 15. CONTRACTOR 6 RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTING IMPROVEMENTS R DURING CONSTRUCTION. SUCH AS. BLIT NOT LIMITED TO. DRAINAGE. UMMES. PAVEMENT. L STRIPING. CURB ETC.REPAIRS SCOL I IF EOWN TO OR BETTER THAN F—TING CONDITIONS , oNAI,LYEp IRCN .�, _4So - R TK..Ir+E'EPas•E F N M1-"tI. nO TIIFC&T srEuarnla^lo s.RaAR . o 70 O p vnn VI Lim � # NAR�.RRY PLAN DESIGNATION CALLOUT DILL U mLLgF11w30 z 1 g°iowz ao TRUCK RUBBLE STRIP AREA Q G y 5 w PLAN VIEW °g�tWj°�� 2UTBBMNAMEv T, < 3 a 3 a NrEA FII6COEHI EYIR M1YOfFIL NOTES zoo Tic j t pI 1.) SIL- FENCE TO BE CONSTRUCTED WHEREVER OFFSRE MEAS x ARE LOWER THAN ADJACENT ONSITE ELEVATIONS. III 2.) CATCH BASIN FABRIC TO BE PLACED ON AREA WETS SJBIECT x '0 SEDIMENTATION FROM THIS PROJECT ICI 3.) ALL EROSION CONTROL DEVICES SUCH AS RJBB.E STRIPS, I SILT FENCE AND OTHER BMPS Sik- BE INSTAL -ED PRIOR. T I 70 CONSTRUCTION. 1 i Know whaYs below. Call before you dig. N w B s EROSION CONTROL NOTES: I COATRACTGR SHALL MAIN -AIN EROSION CONTROL FACkTES OUR— TH_ EAT.0.E Cp.5TRUCTgN PERIOD. FACILITIES ME NOT TO BE REMOVED UNTIL COMPLE TION OF ' HE FROJEC- AND THE SITE 6 STMI_I D 2 ADDRXMALDEMCESWYBEMQO EDA MEMEDNECESIiMYBYGOVERN6N: AUTHORRE5 ] SIITFENCESSHALLBEUi EDWRERwMDO NTRAPPE05EONEN'REACIf5% PERCENTOT-HEABOVEGROUNDFENCEHEJGHTORALOWERHE 7BASEDON W NLFACTJRERS SPECIFICATIONS. �. SE DIMENI AND EROSION CONTROL MEASURES WILL BE INSPECTED ON A DAILY BASS AND REPAIRED. ADJUSTED AND WINTAINED AS NEEDED OR REQUIRED BY GOVERNING AGENCES AT NO ADDITIONAL EXPENSE TO -HE OWNER TO PROVIDE ER0.81DA AND SEDIMENT CONTROL FOR THE DURATION OF COFASTRUCTION AND UNTIL ALL DES'URBED MEAS ARE STMLLIIED. 5 ALL GRADED MEM SM L BE STABILIZED WITH A PERMANE NT FAST GROWING COVER ANI MM CH JPON COMPLETEDN 01 GRADING OPERATMS. COE'LE TION OF GRADING OPERATIONS DOES HOT MFAN Al THE END OF Y -F PROJECT AS SOON AS FINAL GRADES ME FS— SHED IN M UNPAVE J AREA -HE CONTRACTOR S� STABILIZEWItr A TEMPORARY GRASS OR PERMAAENT SOO FA TEMPORARY GE— 6 APPJED F MILL BE THE CONTRACTOR'5 RESPONSIBILITY TO APPLY A PERMANENT SEED OR SOD AT -HE PROPER TIME OF YEAR 6 ILL SLOPES SHOULD BE PLANTED M SOON M M AREA OF THE SITE 6 BROUGHT TO FINAL GRADE. SURFACE RUNOFF SHALL BE INTERCEPTED AT THE TOP OF TEMPORARY AND PERMANENT S.OPES DURING CONSTRUCTION SO THAT WATER 6 NOT ALLOWED TO FLOW OVER THE SLOPE FACE T T HE GE NERAL CON TRACTOR AND THE GRADING CONTRACTOR SHALL RENEW THEIR PROPOSED GRADING SEOUENCE TO INSURE THAT THE LEAST AMOUNT OF LAND POSSIBLE AT ANY ONE TIME IS DIS URRED WITHOUT PERWNENT STAB—TION, 6 CONTRACTOR SMALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES PRIOR IO ANY EART WORN OPERATIONS. 9. CONTMCTORSIWLLWINTA6.SILTFENMSFMTMDURATANOFTMPRCJECTUNTa ACCEPTED BY THE ONMER AT ND EXPENSE TO CWHER f0. LANDD TLA® ACTMTIESBEREPTTOAMNIMUMANDVALLWTEX NDBFEONDTHELIIMM SHOWN 11. 1HE CONTRACTOR SHALL CONSTRUCT THE Sky FENONG AS SHOWN AT THE PERIME TER OF THE SITE PLAN PRIOR TO LAND CLEARING ACTINRES. o 12. CONTRACTOR SELL- BE RESPONSIBLE TO ENSURE COMPULANCE WITH THE NPOES STORMWATER REOUIREMENTS. THIS INCLUDES. 6U- IS NOT LIMITED TO. INSPECTION REQUIREMENTS 13 ALL EROSION CONTROL MEASURES EXCEPT THE REQUIRED RIP RAP ME TEMPORARY DEVICES THESE TEMPORARY DEVICES SHALL BE REMOVED PRIOR TO COMPLETION OF CONSTRUCTION ONCE STABILIZATION OF ALL GRASSED AREAS ARE COMPLETE, 14 . PRIOR TO CONSTRUCTION, THE EROSION AND SEDIMENT CONTROL MEASURES 9MOWN HEREON SHALL BE IN PUCE. CLEARR AND GRUBBING OPERATIONS WILL BE ENGAGED IN ONLY AS NECESSARY iO ALLOW ME PLACE ME Ni OF E ROSION AND SEDIMENT CONT ROL MEASURES AS 0• SHOWN HE PEON UNTIL ALI SUCH MEASURE S ARE IN PLACE _ N 15. CONTRACTOR 6 RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTING IMPROVEMENTS R DURING CONSTRUCTION. SUCH AS. BLIT NOT LIMITED TO. DRAINAGE. UMMES. PAVEMENT. L STRIPING. CURB ETC.REPAIRS SCOL I IF EOWN TO OR BETTER THAN F—TING CONDITIONS , oNAI,LYEp IRCN .�, _4So - R TK..Ir+E'EPas•E F N M1-"tI. nO TIIFC&T srEuarnla^lo s.RaAR . o 70 O p vnn VI Lim � # NAR�.RRY PLAN DESIGNATION CALLOUT DILL U mLLgF11w30 z 1 g°iowz ao TRUCK RUBBLE STRIP AREA Q G y 5 w PLAN VIEW °g�tWj°�� 2UTBBMNAMEv T, < 3 a 3 a NrEA FII6COEHI EYIR M1YOfFIL zoo \ i Q � a wca tt r RTAi fp'f Cb. FRAM[ DIa CATCH BASIN FABRIC w a IF -p METS j o ^" �Qa - LU � IU -dP r FIw.eFmroBIDNFAvms U o r yy-r Y IDIAIIORd; � N = � N 4� CRIEII FAMIC 10E ,To ILOR i01 ND 1a ARRTf C]NAFCrIYrFIIR fRSUAE]tt' y 1EYNi; FN _ IT Z P]P g ; w D'IO5 AOIDTV L!6 s1n. RDoc1•.r I a1 :•n vm Y Z z o SrEEE. 1.1617IS, J N O w E O Q L Q r/ R 6111X IMRA7PXM = L1. _ fDIOYMC�AR, 4[E Z U w �w 0 < Do al w0 S ^f R' Z Q �U I t 1 O ui U w ow ELEVAION U _Y SJ SILT FENCE DETAIL 0 < (F.D.O.T. INDEX 102, SHEET 03 OF 03) u' DATE 17/31/19 SCALE 1"=30' 30 15 0 30 60 90 120 DRAWN -BY DRAW WG NINE JFV E9OSION ES —R.. 1.0 P,AN 1 GRAPHIC SCALE IN FEET SHEET NO. VERSION 1 1 EX C.RB PLET COVER TO BE REPLACED EX UORPOLEIRALBOXTOSEREMOVE(I EX. CATCH BW. TORENIA' EX. WATER VALVE �AY°fY'7B'H' X/Lb\ TO REMA Ell SION'O BE REMOJEO 1 .!:' Tern( Y.WrUIKW fAY✓// APPROX dM TS OF EX TYPE F,.V. CAB GUTIUi l SOEWNX TO BE Ell LR06ARI.K SXNNIPLA: BOLTO REYAA 4PNTVFO EY SIDEWALK TO RBAAN.MMPV071'F 1_rw_ AwRLVLAMOFEXTYPEFCTABIGRTER Ex.SOEWNK iORELNN PoM4/Qw sol tiAYYY'N.'W JV�/U- I - 6 SOEWWL TO BE REMOVED � ' �- � EX LXi1TTPDElPULL 80X TO RENON _ req tYp— �w STATE ROAD 70 EAST EX TYPE°.{ Gu -TER TORE. - ,e�Vn ., DI ADA RMPTO BE REMOVEDN EX'PE F DIM GITER TO REIAN UA6oIfhA".'4ff IE PARK STIER F00`MANTANEO D STRIPING TO RFAIAN-1".YY°JY:'P'1I- AWr-� APPROX AMPS OF EX.'YPF I CWBGUT'ER EX STRPNG { PAVEMENT RS'ROM SDEWkK TO BE REMOVED - ` WAKAIG MRD" APPROX. OATS OF EX. TYPE F CURB.GUTTER{ / EX $TRIPNG TO REVAIN SIDEWALK TO BE REMOVED .. ,.. .. R.. EX ]RANAG: PPE TO REMAIN Fy � ,r. o I CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO Knul% 'nays Leiow. ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. Call before you dig. N w E 1 THOMAS ENGINEERING GROUP IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. Z. 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 THOMAS ENGINEERING GROUP IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FORITO A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1aOD-432mD. B ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW C INSTAL UNG THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE D. LOCATEICAP ALL UTILITIES AND SERVICES. INCLUDING BUT NOT LIMITED TO GAS MATER, 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 MAYBE 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 MATH ALL APPUCABLE LOCAL, STATE AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL. STATE. AND LOCAL REGULATIONS ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL. SOILS, ASBESTOS OR OTHER REFERENCED OR IMPUED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNERS ENVIRONMENTAL CONSULTANT. A. THE FIRM OR ENGINEER OF RECORD 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. 5. 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 ACTMTIES. ALL REPAIRS SHALL USE NEW MATERIAL THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION 6 IN THE ABSENCE OF SPECIFICATIONS. THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTMTIES. DEMOUT10N AND REMOVAL OF ALL FOUNDATION MALLS. FOOTINGS. AND OTHER MATERIALS MATHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNERS STRUCTURAL OR GEOTECHNICAL ENGINEER. 7. 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. B. 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 -AMY. 9. 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 W. DEMOUTION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER. ANNOR APPROPRIATE GOVERNMENT AGENCY. t1 USE DUST CONTROL MEASURES TO LIMIT AIRBORNE OUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL. STATE ANDIOR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE. ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOUTION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR 'PRE -DEMOLITION" CONDITION. 12, 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. 13 THIS DEMOLITION PLAN 15 INTENDED TO IDENTIFY THOSE EXISTING TTEMSICONDITIONS WHICH ARE TO BE REMOVED. ITIS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL. LOLAI I. AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE 14, 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. NOTES CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO ALL EXISTING UTILITIES SHALL BE REMOVED BY CONTRACTOR IN ACCORDANCE AND LOCAL UTILITY COMPANY REQUIREMENTS. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 30 15 0 30 60 90 120 GRAPHIC SCALE IN FEET U W n hyo > eQ7 w Yt7o O �aZL 1• agg_'. U j c 0 W � W Ugh N 7 N UJ LL) D Q Q X O >� Z 2 Q i0 O C) ~O W DO m .l w U) ZU2 0 F— Q .6 U LIJ UJ w U . oNe x U DATE 12/31/19 SCALE V = 30' DRAWN -BY JFV tlRAWNG NAME EELCKiTtlN PiAK D 1.0 1 SHEET NO. VERSION 2 k r Imp �I �1 PROP. UNDER, GROUND STORAGE TANKS I PROP. DUMPS ER ENCLOSURE 1 20' I PROP TYPE CR -G ADA RAMP AT 112 MAX SLOPE PER FOOT INDEX 522-002 PROJECT LIMITS I II II IIIIII PROP. RETENTION IIIIII AREA III,. II _ I 60.M' A 1715' ICAMOPY SETBACK) T 57.13' 24' +It 105.6 (CANOPY 9nl 4gjj '•► >Z 17131' (CANOPY SETBACK) PROJECT LIMITS 16303' (BLDG SETBALN) S_ R —� I4 11 � I~ � :ES ®10 EACH SBPACES AIB' EACH 5SPACES Q IO -EACH PROP. CONC. SIDEWALK THIS PLAN REFERENCES AN ALTA/ACSM LAND TITLE SURVEY BY ,,. SIDEWALXBD-AMMP14 FLUSH WI PARKING_ Twbl-2f-- �7' F _ -2r 2T _-2T _ 2T-1C7F31.57 2-15-37-35-0A00000074= m 2-15-37-35-0ADD4)0008-0000 DIVINER H2OLDINGS LLC Ur W 1534 WALNUT AVENUE °d O WILMETTE. IL 60091 APPLICANT RACETRAC CIO 22BI20 THOMAS ENGINEERING GROUP. LLC CURRENT USE VACANT PROPDSEDUSE �I 3k PROP. MONUMENTUSIGN L TO BE PERMITTED NDER4�,,&J11t J mg -p-26..". u, 7P' 1 SEPARATE PERMIT I 9762- IGWSETBACK) SETBACK) a t 36' STATE kQ&D 70 FAST :YA J - •11 PXT WBTAPE^, -jW19'26'W (15 ROM , .. 421JNY CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ' ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. 7.52' TROP TYPE CR -G ADA RAMP AT 1 12 MAX SLOPE PER FOOT INDEX 522-002 P J�}R PROO P TYPE CRG ADA RAMP AT 1 12 MAX SLOPE PER FOOT INDEX 522-002 0 LEGEND _ PROPOSED ELEMENTS EXISTING ELEMENTS OVERHEAD ELECTRICAL LINE 4 DETAIL REFERENCE SDd 1 DISPENSER NUMBER I PARKING SPACE COUNT f • 1 Know what's below. Call before you dig. SITE DATA W THIS PLAN REFERENCES AN ALTA/ACSM LAND TITLE SURVEY BY BLOOMSTER PROFESSIONAL LAND SURVEYORS. INC. 641 NE SPENCER ST, JENSEN BEACH FLORIDA 34957 TELEPHONE (772)334 -MB 0- ULLJ FOLIO 2-15-37-35-0A00000074= m 2-15-37-35-0ADD4)0008-0000 DIVINER H2OLDINGS LLC Ur W 1534 WALNUT AVENUE °d O WILMETTE. IL 60091 APPLICANT RACETRAC CIO 22BI20 THOMAS ENGINEERING GROUP. LLC CURRENT USE VACANT PROPDSEDUSE 5411 SF CONVENIENL E STORE VERSION W 20 FUELING POSITIONS LAND USE DESIGNATION COMMERCIAL ZONING DESIGNATION HEAVY COMMERCIAL DISTRICT (CHV) WATERMIASTEWATER SERVICE PROVIDER OKEECHOBEE UTILI7YAUTHORITY AREA BREAKDOWN GROSS LOT AREA 918 452 SF 121.11 ACI PROJECT SITE AREA 288 6BO SF 16.63 ACI PERVIOUS LANDSCAPE OPEN SPACE 109723 SF TOTAL 109.323 SF (37.9%) IMPERVIOUS BUILDING ROOF AREA 6.123 SF VEHICULAR USE AREA(VUA) 161.521 SF LONG / SIOEWALK AREA 11 116 SF TOTAL 17.361 SF 1621%) TOTAL SITE AREA 288.680 SF (6 63 AC) LOT COVERAGE BUILDING ROOF AREA 6 123 SF FUEL CANOPY AREA (INCLUDED IN VUA) 11.388 SF TOTAL 17489 SF (6.06%) SITE REQUIREMENTS REO UIRED PROPOSED MIN LOT AREA 2D.000 SF 288680 SF 1663AC) MIN LOT WIDTH 140 421.89 MAX LOT COVERAGE 25% 6.06% MAX IMPERVIOUSAREA 85% 62.10% MAX BLDG HEIGHT 25- 23 REQUIRED PARKING REQUIRED PROPOSED PARKING STALL DIMENSIONS 9' X 20' 10' X 20' 5.411 SF RETAIL (1 SPACE PER 300 SF) 18 SPACES 30 SPACES TOTAL 18 SPACES 30 SPACES ACCESSIBLE PARKING REOUIRED PROPOSED (2 PER 2650 SPACES) 2 SPACES 2 SPACES PROPOSED SETBACKS BUILDING REQUIRED PROPOSED FRONT (SOUTH) 20 15809 BLDG 58 07' CANOPY REAR(NORTHI 10 >10'BLDG >10' CANOPY SIDE/ADJ. TO RES (WEST) SO' 157.48' BLDG 171.50' CANOPY SIDE (EAST) B' >8' BLDG 8'CANOPY PROPOSED SETBACKS TANKS REQUIRED PROPOSED FRONT (SOUTH) 20' 186.71' REAR(NORTH)To' >10' SIDE/ADJ. TO RES (WEST) 50' 61 13' SIDE(EAST) B' >8' PROPOSED LANDSCAPE BUFFERS REQUIRED PROPOSED FRONTISOUTH) 10 2674' REARINORTH) 2' >10' SIDE (WEST) 2' 20' SIDE (EAST) 2' 13.82' HATCH LEGEND 8- REINFORCED CONCRETE 6"THICK FOR DUMPSTER AREA, CONCRETE PAVING TANK AR EA B CURB BACKING 4" THICK CONCRETE SIDEWALK 40 20 0 40 80 120 GRAPHIC SCALE IN FEET C Z W � W, da'Z w QQa D-g�n U J Q o o = �Qm wcOw � N H N W Zc 0� Q W – O Q 0 Z Q 2 I" ' Q =LL 0- ULLJ �w Q ~ m In Q z PO LU Ur W °d O NU W DATE 22BI20 SCALE 160 DRAWN -BY DRAWING NAME P;AH 1"= 40' JFV SPE C 1.1 1 SHEET NO. VERSION ARKNC ITYP. I i I127E I I I I I I LCK PARKING SPACES ®17 EAG PROP. THERMOPLASTIC DIRECTIOIA! MARKING PYP; y - '1r F. IROP.6'W` SPACE) 5' O.C. 45' SKEWED- � Fx' I . ■ I BIS - ,KM -' I i Fn' _ PROP. 6' W' SPACED ~ ' �► Q 5'0.C. 45' SKEWED Fx L��■ J FA - 1i t s - PROP V PARKING' MW MIG �-I 1 +s — PROP. AIM WARNING IIYP.) M' 1NR100 ASPER OEIAL I ON ^i A— NssPEe • 4 ® s { RACETRACAARKEI c5A" S NATO r �!_GL-GJ I y w • zT _ r J. P. I u. -I- L-� I I -150� �'o 6SPACES@'.DEAC" SSPACES Q ID FALN _ 5SPACES III ID EAC' PROP. ADA MARKING (IYP,) 6 111 WRK14GS AS PER DETAI-' ON -'NIS SNEE' I --------- -- — — --------- ------- I • O O O O O O L ------------------J PROP. THERMOPLASTIC / DIRECTIONAL MARKING PP.) _- 191, •' LVA x'9'4926"4$ T4710' i STATE ROAD 70 EAST IM PAR(STREETI 'DO-MMVAWED .. 4 ,75 ROW) CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. 4 t II 4 f /XPIO:H F' 1I/AY-4 --- 11 k S'S'9Y9'I6'II' N W* E s m-wu.lett aEwv nwmsmr71 irl i «.ro Rr.csNn �fPP+A.�a. � n4aoic 7 - ACCESSIBLE PARKING SPACE - ADA COMPLIANT �E4P- o va `x - N < O _Lm €� 6 SIGN LEGEND N w �_ aM. rcLL u LL.6 30 52,u Soz �❑ o�wo�WF °•W�y�yH m_ r N QU Q i w 6 K u R \ RI -I 30"v SC` 30"v10" � Z N WRONG� Q o A V OQ w Q o Uo�v ONLY �qNs y x R --':RS R'PAIXLROY.: B �IX fT'ERS IxR'9KX4Rxw.: R5-tA R3-1 WRONG WAY RIGHT TURN SIGN ONLY SIGN (36.X24..) (24"X24") lL LLI LEGEND w o_ ; F I"-- R1-1 STOP SIGN (30" x 30') Q <2 R3-1 RIGHT TURN ONLY SIGN o 2 Q = R5-1 DO NOT ENTER SIGN (30" x 30") ¢ () p W R5 -la WRONG WAY SIGN cD DY DOUBLE YELLOW Y U) W O W WHITE ♦— WLu < a.6 W THERMOPLASTIC w U ca o0 THERMOPLASTIC RETROREFLECTIVITY REQUIREMENTS w y WHITE250 MILLICANDELAS 2 YELLOW 175 MILLICANDELAS DATE 128/10 SCALE 1'=30' 30 15 0 30 60 90 120 DRAWN -BY JFV DRAWING AW ME A ENEW WRXPG A SKAMGE PUN GRAPHIC SCALE IN FEET C 1.2 SHEETNO. VERSION ------------ nYNMN%S"K' S1711' O THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS X R V1 f S g � R 3 o RACETRAC MARKET D - Z7 W A m D OKEECHOBEE, FLORIDA _8 n o PETROLEUM. INC IS U In n Q m • • a[wTl w.o'sxe HAC��^�+" �„ NO D6 - Ilk r m rn O cD elk z 1 m a i m . IT 0 N O THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS n o o N o T n s m CIRCULATION PLAN f o RACETRAC MARKET m , S & GAS STATION W SR 70 & NE 10TH AVENUE 200 GALLERIA PARKWAY SE OKEECHOBEE, FLORIDA -t- 7 RWae_rr�ae THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS `H O M AS KEV 4.URT ANV USE OF SAME WITHOUT THE RACETRAC PETROLEUM, INC. EXPRESSED WRITTEN aao. 315 eve _ 200 GALLERIA PARKWAY SE PERMISSION OF �w� uuoEwuc a „� o„ 1-1—.,om I$ TiSSl9plr►IoF.Ncl Bi SUITE 900 ATLANTA, GA 30339 PETROLEUM. INC IS 1 -F,, FlORl61 (770) 431-7600 PROHIBITED a[wTl w.o'sxe HAC��^�+" �„ NO i t Him ' STATE ROAD 70 EAST (NE P#& ERI:-, \WE 1 r XI lam-- 1�= W6 )oo I m FI + t l ,^ CEM N Num + V. AI i �/ I �/ li �A •_I 2 � I , '� 'Its ''>✓ '� '� •''»za �- • �— I r //A T ® NN VA720'i/'F /: GY S89V976'II' 1014 11' O Y -r a N W* E S GRADING PLAN NOTES: 1 SOPOGRAPHIC 151FORMATION WAS TAKEN FROM A TOPOGRAPHIC BLARNEY BY URVEYINGL:C F CONTRACTOR DOES ACCEPT EXISTING IOPI)ORAPHW AS SHOWN ON THE PLANS.O UT EXCEPTION. HE SHALL RAVE MADE, AT HIS EXPENSE. A . TOPOGRAPHIC SURVEY BY A REGISTERED LAND 5UfNEYOR AND SUBMIT R TO THE O OWNER FOR REVIEW. _ 2. CONTRACTOR SNAIL VERIFY HORIZONTAL AND VERTIC/LL LOCATION OF ALL E IETMG STORMSEWER STRUCTURES PIPES AND ALL UTILITIES PRIOR TO CONSTRUCTION 2. THE CAN TRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND OR ELEVATION OF ALL EXISTING UEELIT1ES(ABOVE AND BELOW GROUND] AS SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE LOCATED BASED ON ER HER VISUAL OSSERVATIONB A' =+ M1 THE SITE I.XISTING SURVEYS. AND/OR FROM UTILITY OWNERS —� A RACE NAG -F tROLEUM DOES NOT GUARANTEE THAT EXISTING UTII ITY LOCATIONS ARE OA ' EXACT. rt SHALL BE THE RESFONSIBILRY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTLL]TIES (ABOVE AND BELLOW GROUND) BEFORE MR - BEGINNING AM' CONSTRUCTION. THE CONTRACTOR SHALL GM. APPROPRIATE UTILITY r� COMPANIES AND THE LIT LJTIES PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATIONS OF UTILITIES. 5. IT SHALL BE THE RESPONSIBILITY OF THE GANTRACTOR TO NOTIFY OWNER AND I OR ENGINEEROF ANY IfILJTY' CONFLICTSM'ITH ME PROPOSED BAPROVEMENTS SHOW ON THE PEANs. j ,! b. ALL CUT OR FILL SLOPES SPALL BE XI OR FLATTER UNLESS OTHFRWISF NOTED. -t( T. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING PIPES TO BE CLL.AFEO 00 TO REMOVE ALL SILTS AND DEBRIS. B. F ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION. R - SHALL BE THE CONTRACTORS RESPC4S9ILITY TO REPAIR ANOOR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO E1t1S TING CONDITIONS OR BETTER. B. AL I STORM PIPE ENTERING STRUCTURES$HALL BE GROUTED TDASSURE CONNECTION `n AT STRUCTURE IS WATERTIGHT, V I S 10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,ANO SFLi SHALL HAVE TRAFFIC BEARING RING AND COVERS. ` e 1 T ME CONTRACTOR SHALL ADHERE TO ALL TERMS MID CONDITIONS AS OUTUNES IN TIE GENERA N.P.D.ES. PERMIT FOR STORM WATER D66AROE ASSOCAT ED WITH Lpy CONS TRLICTIONE ACTMTIES. K i 12. CONTRACTOR SHALL SSURE POSRNE DRAINAGE AWAY FROM BUILDING AND FOR ALL O 3 NATURAL AND PAVED AREAS. a 15.AL1 UNSURFACED AREAS DIS%RBFD BY GRADING OPERATION SHAL I RECEME<INCHES T �� OF TOPSOIL CONTRACTORSHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY l / COUNTY SPECIFICATIONS UNTIL HEALTHY STAND OF GRASS IS OBTAINED e tA. ALL RETNNNG WALLS TO BE PROTECTED DURING BACKFILL BY CONTRACTOR THIS s INCLUDES BUT IS NOT LOURED TO PROVIDING AND INSTALLING PROPER BRACING DURING FIN FXLBEINGPLACESAWACENTTORETAININGWM_S 15.COMRACTORTOREVFWOEOTECIMIULLREPORIP MMDBVFACETRAC W 16.CEAR ANOWIUBBMGUMTSSHALLINC.UDEALLAREASDSTIARBEDBYGRADING N OPERATIONS, CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UNOISTURBEO AREAS. ALL PROPERTY CORNERS, AND RE—CIFIGA FINS EU IMIN'ATF D RO S U_ OR DAMAGED DURWG CONSTRUCTION y Uwi S IO At U 1). PRO POSEDSPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE zGRADE UNLESS ZOi= iU 10. R CONTRACTOR SHALL TRIMS TACK AND MATCE NOTED ON H EXISTING PAVEMENT AT LOCATIONS 1 w (FwIA 4 WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT W K �OD 1B. OR GRAOIID OPERATIONSSHALLSNVIBESTHEOBVA0.FGLATERI:D CML FNGMFER N B: WC OR LICENSED NANO SURVEYOR APPROVED REMAIN THE OWNER. Z s yX JO.FINAE GR DES, ES AND VA,VE BOXES TO RE W VN M PLACE SHALL BE ADJUSTED TO 1,08 GSW 6 6 6 FINAL GRADES. GRADING LEGEND UWn .No TYPICAL NOTE (EXT FAOADSEDA fQ`� Q UNDERGROUND W Y O WATER UNI LnnERGRaAn ELE.'ROG LINE w Q Q O ads., TEUE� LINE Qjo0 K o— STORM_ f Q LU SEVER SV' SANITARY N N SEWER MAIN OVERHEAD ORE M DRANT SANTARY w IMNIIOLE LLI MANHOLE Z STORM Y Z w o Q < AsO CATCH H' J Q � a � a Q =LL WATER UA / 1 W Lu METER Z V (n 00 CLEAN Q U) Z O DH ,<,^ .6 0 ELOPE I� V LU O Lu GRADE (D FY ♦ V \ I. Y SPOT 'r, b � O GRACE Cn EXPANSION JOINT DATE 2/1 GOO SCALE i"=]G' 1 30 15 0 30 60 90 120 DrawN-ev jFV DRAWNGNAM __P11 P11 Know what's below. Call before you dig. GRAPHIC SCALE IN FEET HE SHEETTND NO. VERSION STATE ROAD 70 EAST (NE P#& ERI:-, Fop' MNNTAAP,D 15 RDA] S89V976'II' 1014 11' O Y -r a N W* E S GRADING PLAN NOTES: 1 SOPOGRAPHIC 151FORMATION WAS TAKEN FROM A TOPOGRAPHIC BLARNEY BY URVEYINGL:C F CONTRACTOR DOES ACCEPT EXISTING IOPI)ORAPHW AS SHOWN ON THE PLANS.O UT EXCEPTION. HE SHALL RAVE MADE, AT HIS EXPENSE. A . TOPOGRAPHIC SURVEY BY A REGISTERED LAND 5UfNEYOR AND SUBMIT R TO THE O OWNER FOR REVIEW. _ 2. CONTRACTOR SNAIL VERIFY HORIZONTAL AND VERTIC/LL LOCATION OF ALL E IETMG STORMSEWER STRUCTURES PIPES AND ALL UTILITIES PRIOR TO CONSTRUCTION 2. THE CAN TRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND OR ELEVATION OF ALL EXISTING UEELIT1ES(ABOVE AND BELOW GROUND] AS SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE LOCATED BASED ON ER HER VISUAL OSSERVATIONB A' =+ M1 THE SITE I.XISTING SURVEYS. AND/OR FROM UTILITY OWNERS —� A RACE NAG -F tROLEUM DOES NOT GUARANTEE THAT EXISTING UTII ITY LOCATIONS ARE OA ' EXACT. rt SHALL BE THE RESFONSIBILRY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTLL]TIES (ABOVE AND BELLOW GROUND) BEFORE MR - BEGINNING AM' CONSTRUCTION. THE CONTRACTOR SHALL GM. APPROPRIATE UTILITY r� COMPANIES AND THE LIT LJTIES PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATIONS OF UTILITIES. 5. IT SHALL BE THE RESPONSIBILITY OF THE GANTRACTOR TO NOTIFY OWNER AND I OR ENGINEEROF ANY IfILJTY' CONFLICTSM'ITH ME PROPOSED BAPROVEMENTS SHOW ON THE PEANs. j ,! b. ALL CUT OR FILL SLOPES SPALL BE XI OR FLATTER UNLESS OTHFRWISF NOTED. -t( T. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING PIPES TO BE CLL.AFEO 00 TO REMOVE ALL SILTS AND DEBRIS. B. F ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION. R - SHALL BE THE CONTRACTORS RESPC4S9ILITY TO REPAIR ANOOR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO E1t1S TING CONDITIONS OR BETTER. B. AL I STORM PIPE ENTERING STRUCTURES$HALL BE GROUTED TDASSURE CONNECTION `n AT STRUCTURE IS WATERTIGHT, V I S 10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,ANO SFLi SHALL HAVE TRAFFIC BEARING RING AND COVERS. ` e 1 T ME CONTRACTOR SHALL ADHERE TO ALL TERMS MID CONDITIONS AS OUTUNES IN TIE GENERA N.P.D.ES. PERMIT FOR STORM WATER D66AROE ASSOCAT ED WITH Lpy CONS TRLICTIONE ACTMTIES. K i 12. CONTRACTOR SHALL SSURE POSRNE DRAINAGE AWAY FROM BUILDING AND FOR ALL O 3 NATURAL AND PAVED AREAS. a 15.AL1 UNSURFACED AREAS DIS%RBFD BY GRADING OPERATION SHAL I RECEME<INCHES T �� OF TOPSOIL CONTRACTORSHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY l / COUNTY SPECIFICATIONS UNTIL HEALTHY STAND OF GRASS IS OBTAINED e tA. ALL RETNNNG WALLS TO BE PROTECTED DURING BACKFILL BY CONTRACTOR THIS s INCLUDES BUT IS NOT LOURED TO PROVIDING AND INSTALLING PROPER BRACING DURING FIN FXLBEINGPLACESAWACENTTORETAININGWM_S 15.COMRACTORTOREVFWOEOTECIMIULLREPORIP MMDBVFACETRAC W 16.CEAR ANOWIUBBMGUMTSSHALLINC.UDEALLAREASDSTIARBEDBYGRADING N OPERATIONS, CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UNOISTURBEO AREAS. ALL PROPERTY CORNERS, AND RE—CIFIGA FINS EU IMIN'ATF D RO S U_ OR DAMAGED DURWG CONSTRUCTION y Uwi S IO At U 1). PRO POSEDSPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE zGRADE UNLESS ZOi= iU 10. R CONTRACTOR SHALL TRIMS TACK AND MATCE NOTED ON H EXISTING PAVEMENT AT LOCATIONS 1 w (FwIA 4 WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT W K �OD 1B. OR GRAOIID OPERATIONSSHALLSNVIBESTHEOBVA0.FGLATERI:D CML FNGMFER N B: WC OR LICENSED NANO SURVEYOR APPROVED REMAIN THE OWNER. Z s yX JO.FINAE GR DES, ES AND VA,VE BOXES TO RE W VN M PLACE SHALL BE ADJUSTED TO 1,08 GSW 6 6 6 FINAL GRADES. GRADING LEGEND UWn .No TYPICAL NOTE (EXT FAOADSEDA fQ`� Q UNDERGROUND W Y O WATER UNI LnnERGRaAn ELE.'ROG LINE w Q Q O ads., TEUE� LINE Qjo0 K o— STORM_ f Q LU SEVER SV' SANITARY N N SEWER MAIN OVERHEAD ORE M DRANT SANTARY w IMNIIOLE LLI MANHOLE Z STORM Y Z w o Q < AsO CATCH H' J Q � a � a Q =LL WATER UA / 1 W Lu METER Z V (n 00 CLEAN Q U) Z O DH ,<,^ .6 0 ELOPE I� V LU O Lu GRADE (D FY ♦ V \ I. Y SPOT 'r, b � O GRACE Cn EXPANSION JOINT DATE 2/1 GOO SCALE i"=]G' 1 30 15 0 30 60 90 120 DrawN-ev jFV DRAWNGNAM __P11 P11 Know what's below. Call before you dig. GRAPHIC SCALE IN FEET HE SHEETTND NO. VERSION PIL GRADE ELEVATION (BY OTHERS) • 20.50 SECTION C -C NOT TO SCALE EL. • 20.85 EL • 20.88 1`7 1 X13% RG J 1 PROP LURE t GUTTER PROP. CURB &GUTTER P SECTION A -A NOT TO SCALE PL 1 I EL. • 18.24 GRADE ELEVATION (BY OTHERS)• 17.50 • PROP. CURB &GUTTER PIL 1 1 EL. •i0.% 1%, 1 � 1 PROP. CURB & GUTTER � B SECTION B -B NOT TO SCALE PIL RACETRAC PROPERLY n•rt •e•Pn 1 MA CH ROAD 1 FL•20.IIS 121j, 1A%. 1 1 1 1 A B C 0 F SECTION D -D NOT TO SCALE l� N I� I E I � - l i i t i arllrltuW mr:lSr -D F— z LEGEND NOT TO SCALE Y' Iq, /. 4 's Wh iT.w l�m GRADE ELEVATION IBY OTHERS) • 17.10 E G r Ln c 9 G 6 PAVEMENT LEGEND A SUBBASE 17 STABILIZED SUB -BASE COMPACTED TO 99% OF MAX. DRY S DENSITY PER AASHTO T-180 (MIN LIR 40). W N 8 CONCRETE PAVEMENT (VEHICULAR USE AREAS): < w w w F THICK 4,500 PSI CONCRETE. n or wzoz ao ZO�w OUWw C CONCRETE SIDEWALK IN NONNUA AREAS: y y y m ¢�Ow- - A -THICK CONCRETE. y x ¢ � w O¢ x aL�.xw��& �NUQ�w. as D WEARING SURFACE -ASPHALT AREAS INSTALLATION OF 1-V7ASPHALTIC CONCRETE SURFACE COURSE FOR LIGHT DUTY AND 7 FOR HEAVY DUTY WHICH SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR TYPE SP -9.5 ASPHALTIC CONCRETE. U w n AND SHALL BE CONSTRUCTED IN TWO (2) LIFTS TACK COAT BETWEEN z to n LIFTS. m < n Q E LIME ROCK BASE -VEHICULAR AREAS w Y 0 a LIME ROCK BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM 17 THICKNESS FOR HEAVY DUTY AND A MINIMUM Ir a i THICKNESS FOR LIGHT DUTY COMPACTED TO 98% MAXIMUM DRY w Q S v DENSITY PER AASHTO T-180 (LBR 100). OTHER SUBSTITUTES SHALL BE UwQo PER FOOT SPECIFICATIONS AND PROVIDE EQUIVALENT STRUCTURAL NUMBER. wOw U81 SaN� N � W W zQ � Y Z zo z cr O LURE O 2 Q =o Q �m U) w z o O w Cal °° LOU w Of C) ,6 o U Q o DATE 128120 SCALE 1"=20' 20 10 0 20 40 60 80 DRAWN -BY SFV DRAWING NAME c; r90WBSELM1p6 o,AA SECTONS GRAPHIC SCALE IN FEET C1.3 1 SHEET NO. VERSION 1 SHEDCURB,' W TCH CURB ENP, w, CATcNCWBQY%. yP, SHEDCURBTTYPI --�------_-=--�� FC, CATCHCIRE(m) DIESEL PUMP ISLAND (TY'P.I I SEE DETAIL 5. SHEET 506) SHED CURB ITYPI l 1 ��.. sHEDcuRemP) CATCHCURBMPI sP, SLAB CONTRACTION JOINTS (TYP.) (SEE DETAIL 1, SHEET SD3) SEE JOINTING PLAN FOR EXACT LAYOUT AND SPACING SHED CURB 71P) SHEDCURBITYPI s' - ' e;, CURB BAOOWm% T'li B RACETRAL MARKET S.Xtt SO FT FEE R'J6 TWO •ISHED CURBmPI M. IF TANKAREACURBmPI .. . . ..♦ . .T . AN SLAB CONTRACTION JOINTS (TYP,1 CURB BACKING MPI (SEE DETAIL 9, SHEET SD31 SEE JOINTING PUN FOR CURB BACKRGITYPI EXACT LAYOUT AND SPACING SHED CURB mP) L ------------------J 1� CURB BACKING TYP! PUMP ISLAND (TVP.- / CATCH CURB mP1 ' ISEE DETAIL 1. SHEET SD21 CATCH CURS mPI m SHEDCIRBmPI - ... ,. CONCRETE TO PROP. ASPRLLT mPf S89P4970"W 347.J0' I STATE ROAD 70 EAST XPARKSIREF FDOT MAINTAINED 95 ROW) CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. SAO -101471' S89PI97b'11' 0. PAVING PLAN NOTES: N I- STANOMDDU"PAVEMENTARFASSIMLLBEPORTLA DUWNICONCRETE,DEINLS OF THE STANDARD DUTY CONCRETE PAVEMENT ARE PROVIDED ON DETAIL SHEETS. ]. MEA OVER TANILS AND CMP TER PAD TO BE A' THIOA WO PSI W1 FIBER MESH AND AS REBAR PACED 18 INCHES M CENTER EACH WAY. APPROACH IN FRON' OF DUMFSTER TO BE B' THLN K000 PSI WI FIBER MESH AND KS REBAR PLACED IB INCHES ON CENTER EACH WAY 3 N 1" C WAER 3 DAYS PRIOR TO FOUIR OF INTAN SECTION OF DANE—Y PA IFIG. RACETRAC REPRESENTATIVE TO APPROVE INI'ML FOUR. W A TESTING OF MATERIALS REOURED FOR TRIC CONSTRUCTION OF THE PAVING MPROVEMENTS SNNLL BE PERFORMED BY AN AGE NC, APPROVED Br THE OWNER. EOR TESTING MATERIALS. IT SH AL BE THE CONTRACTOR'S RESPONSIBIITY TO ENSURE. BY THE STANDARD TESTING PROCEDURES. THAT TLE WORK CONSTRUCTED MEETS THEREOuREWWSOFTHEPROJECTSPE---TIONS 5 A;LSIGNS.PAVEMENTMARILRO6.AN30THERTRAFFICCON7RIXDE SSHLLL CONFORM TO THE'MANUAL ON UNWORN TRAFFIC CONTROL DENGW LATEST EDITION. 6 TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OOT STANDARD SPECWICATIONS FOR ROADS AND BROOK S CONTRACTOR SFAI RENEW ALL TRAFFIC MIREBARE 61' OC EACH WAY WITH IK' LAP SPLICE CONTROL DEVICES WITH -1 PRIOR TO INS'ALLATION. 7. CONTRACTOR SHALL FURNLSHAND INSTALL ALL PAVEMENT MARKINGS FM PINKING STALLS HANDICAPPED PARKING SYMBOLSSCE . AND MLJANEOUS STRIPING WITHIN h G TOP OF PAVEMENT PARKING LOTANO AROUND BLALDING. E B. SEE IRRIGATION PLM AND MEP PLANS PRIOR TO PAVING FOR LOCATION OF PROPOSED • '• SLEEVING AND CONDUITS. EXTRA CONDUIT SHALL BE PLACED UNDER DRIVEWAYS FOR FUTURE USE. 1 9 ALL HANDICAP RAMRNG, STRIPING. AND PAVEMENT MARKINGS SHALL CONFORM TO THE y„ CATCHCURBmPI - j' r''-�' AMERICANS WITH DISABILITIES ACI OF 19M F FABRIC t0. CONTRACTOR SHALL INSTALL CONSIRUCTA0N2XPANSION JOWTSAT THE END OFA IS FABRIC i IS DAYS POUR AT ALL RADIUS POINTS OR MAXMUM 30' O.C. SPACING. CONTROL JOINTS SHALL BE PLACED AT MAXIMUM 15' IN BOTH DIRECTIONS. •'l� 1 T CONTRACTOR TO SUBMIT A JOINTING ALAN TO THE CONSTRUCTION MANAGER PRIOR TO APPANONX}. NM THE BEGINNING OF ANY PAVING WORK ��1.„' Y b 12 . PAVING CONTRACTOR TO COORDINATE WITH BUILDING CONTRACTOR ICJ THE LOCATION FILTER CONSTRUCTION AND PAVING NEAR THE SGREENING VIAL LS AND THE CUMPSTER PADS. J 13 . ALL DISCREPANCES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES FABRIC OR O'HER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER PEA GRAVEL TO AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING CONTRACTOR TO ENSURE GRADE WITHIN F-ATNE DRAINAGE FROM THE PROPOSED BUILDINGS AND NO PONDING IN SUBGRADE TANKPIT 0' AREAS TO BE PAVED. AND NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND PRIOR TO INSTALLATION OF ANY RAVING. TYPICAL TANK PAD PAVEMENT SECTION 14. EXISTwG MANHDLF TOPS, VALVE BOXES. F TC ARE TO BE ADJUSTED AS REQUIRED TO MAIPROOSEDGRADES IFNSA ECESRY RE.IOJUSTMENTSSIMLLBEPERFMMU WOC P N COMPLETION OP PAV WG ANO FKJE GRADING TO ENSURE A SMOOTH TRANWM, 15. A.L JDINIS SHALL EXTEND THROUGH THE CURB. 16. CTION SHALL BE DONE IN ACCORDANCE WITH THE RECOMMEN ONS OF THE GEOTECHNLCAL REPORT 17 . ALL PAVEMENT TO BE SLOPED FOR POSITIVE DRAINAGE. A6 REBARS g P OC EACH WAY WITH N' LAPSPLIOE CONSTRUCTION NOTES: 1 A CONTCTOR TO SAMvCUTAT ALL LOGTggb OF REMOVAL OF EXISTING IbNC. hd TOP OF PAVEMENT SIDEWULK.CONIC. CURB AND ASPHALT UNLESS OTHERWISE NOTED. ALL BASE AND • L SLA4SE MATERIAL SNNLL BE REMOVED WITHN THE PROPOSED LANDSCAPED AREA. 3 CONTRACTOR TO MATCH EXIST. GRADES AND l CONSTRUCT A SMOOTH T TRANSITION FROM EXISTING FACULTIES TO PROPOSED. L ]. CONDUCTOR RALL E CON N DEERFROM STRIA:TION SITE AND DISPOSE PER LOUROCUA. NEORDINANCES. ROY CE SHIM COAT OF FINE AGGREGATE 9� <_ CONIAICTOR TO ENSURE ALL CONSTRUCTION 15 IN ACCORDANCE WITH CITY BASE ON TOP OF COARSE AGGREGATE COARSE AGGREWTE a �M DESIGN STANDARDS. BASE. IF SURFACE IS NOT SMOOTH. ENSURE SURFACE IS SMOOTH AND BASE 0 5. CONTRACTOR TO SOD ALL gSTURBEDAREAS SODDING INCLUDES IMINTAINNG PLANAREOIATELYPRIOR TO M SLOPEANMDSODUNTILM PLETIONANDACCEPTANHPRO CEOFTTOTALJECTOR PLACINGMMCONCRETE. GROWTH E ESTABLISHED WHICHEVER COMES LAST. 6. ALL EXISTING TRAFFIC SIGNS DISTURBED WRING CONSTRUCTION SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. TYPICAL DUMPSTER PAVEMENT SECTION T Vern uT�icTDAaLLP SSlulLco MM R01"'E-vEIWNTT'u AAn UMPnONOFTTHCSE STANDARDS CR THE PROGRESSION OF THE WORK THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION OF AFFECTED AREA. B. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES. STORM""" UTILITIES, AND OIEER FACILITIES TO REMNN AND SHALL REPAIR ANY DAMAGES CUE TO HbILER CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE 13 REBARS R. IB' OC EACH WAY WITH 14 UP SPUCE OWNER 9. NOTIFY SINSHNE STATE ONE CA10 JXW 11M PRIOR TO CONSTRUCTION. hu TDP OF PAVEMENT 10,E XCTB E00NM&6 SUNEVPREPMEDBYOTLERS. DURATIONOF • • • A CONSTRUCTION IN ACCORDANCE WITH FOOT STANDARD INDEX NJ. fim SHED CURB (rYP) - 11 THE CONTRACTOR SCULL NOT ENCROACH ONTO PRIVATE PROPERTY WITHOUT AyV�' 1 EASEMENTS NECESSARY FOR LOMPIETpN OF THE WORN $2 THE EXISnNG UNDERGROUND UTILITIES SHOWN ARE PER ABOVE GROUND SURVEY li CATCH CURB mPI DATA AND UTILITY ASbNLT DATA THS INFORMATION GOES NOT WARRANT Ictal EXACT SUE AND LOCATION OF THE UTILITIES. ALSO, THERE A LY BE ADDITIONAL P SECINTOP FCOMI FWEAGGREWTE 9 UTURES MANN 71E UMITS OF CONSTRUCTION THAT MAY BE AFFECTED. BASE ON TOP OF COARSE AGGREGATE CORPSE AGGREW TE 6� CONTRACTOR SMALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING E 11MG BASE IF SURFACE IS NOT SMOOTH. BASE 6 UTIUTIES DURING THE COURSE OF CON IRUGTION. ENSURE SURFACE IS SMOOTH AND PLANAR INAEOIATELY PRIOR TO M PLACING CONCRETE. 13.PLEASE SEE MEP PLANS FOR CONTINUATION OF ROOF LEADERS. 14.3 MAXIMUM SLOPE ON HANDICAP SPACES AND AGA ACCESS WAYS. 15 ALL SIDEWALKS SHOULD HAVE A MAXIMUM GROSS SLOPE OF 09N TYPICAL PAVEMENT SECTION 16, ALL GRADE SHOTS ARE TO BE EME OF PAVEMENT (EDP) UNLESS OTHERMSE NOTED. 17. ALL ELEVATIONS REFERENCE NAVD IRB (ADD 151' TO CONVERT TO NDVD MAI LEGEND CATCH CURB ITYFi TYPICAL NOTE TEXT PROPOSED KOTE UNDERGROIRD WATER LINE UNDERGROUND ELECTRIC LIN UNDERGROUND TELEPHONE UNE STORM SEWER SANTAFIY SATS' r!��' SM.NVppAT.IYJ YM"MO SEWER MAIN CONCRETE TO PROP. ASPHALT Or, OVERHEAD AIME ( E~ Know whars below. c Call before you dig. 0 HYDRANT SANTARY STORM MANHOLE CATCH ” BASIN WATER METER u.... CLEAN OUT HATCH LEGEND 8' REINFORCED CONCRETE FOR DUMPSTER ENCLOSURE, TANK AREA CURB BACKING 1' THICK CONCRETE SIDEWALK 30 15 0 30 60 90 6' THICK CONCRETE PAVING GRAPHIC SCALE IN FEET LU 0 O S p tl w�RK O F2�Q�BPP Li w �qW k h Q U NOi0SH=QZ 2 D. F())70 1- Wjy W6�1�SaSa�(Q~J LL'p HNUz§ AL O Z y P,i faR I'AA 3aUo to wage Uw<o rQAIRC wwLU -.4" gs5 I— W j Q Y Z zo Z It O j0: UN U (n�w _Do Z w0 >H Q ZU a IUJ L) Od oci�0 U) DATE 211120 SCALE 1'=30' 1 DRAWN -BV JFV DRAWING NAME VBG PLAN C3.1 1 SHEETNO. VERSION I� - II II RETENTION AREA VIII TOP DF BAN NK m.9m 0677 AC VII BOT OF BAN., (16 OD) D 5% AC I I PROP I i I ON ., ,1D, GSE sa 699 IL ,UA9 LE. aE ,409 II��I 111111 \ I _ _ I FIN7P.C� �urcH6Ae611u 9 L PROP raLFlfHDPE IE tU0 45 LF tf HDM +ILII PE PROP 44 OF 1S H LL ,u1 IES N.N v6ro.0 � I CUSS OIIEI 4 - RIMEL 11.71 LL 1150 I LL 1459 i �1 r. I 5 I ._ PROP 762 LF tf HDPE - Z" I OP 788 LF 18' HDPE L -mi !Lj 1 ROP e'CA. ROP 6'CO 1 II 11 I.E. • t).TS ®IE. • 1500 PROP. I LF 1" PVC RWL O I% WN SLOPE FOP.56 U e' PVC RWL ® 1%WNSWPE PROP. r ADS — - NVOPLA6T INURE ROP. D LF 6' PVC AN. DRAIN C 1X WN SLOPE GE. ;959 r 4 t IE. 6]5 • H THww . UP. MLFrP RMI .0 =.. 1 .. ".. WNSLOPE CURB MLET S MO►.C8 I I P.r C.O. IN FL 21} CV06RET 8 -� ws lUi .. • ,."r-0 AI.E.•t9. M 1171 LL 1451 AI dlLL 1471 LL 11.! PROP fCA 1 RDP Se 0 LL 1150 OI.E.•1TA6 1 P. St Uf PVC 4wL ROP )9 LF I'RVC 60 �"--PPPaRROW10%WN KOPE I 1%MN SLORE .157 LF+f NOPE + F— — — — — — — — — — — 7-14 - 114 LF 18'HDPE NU PR9P. I � � • . . . I HORSIAET li mm. wEL BUN CLIB IM ELm ILFT i , �� .. .. • • LIEF ;130 IM EL .11 J LL NW IU�1' ROP.266LF18'HDPE D.y TI(�i R�LYM) S99-4976'11' 14710 .1WAM914111, 17 STATE RQA78y70 EAST ow "1 D.A19' FDOT MW5rA7ED SN9°/9'16'11' 1RPF' PJ ROM .. :A O_ 3 f - CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. DATUM NOTE: EIEVATION6 SHOLMJ HEREON ARE BASED ON NORTH AMEBIC VERT1Gl GTLM lx LIRA OWVD CONSTRUCTION NOTES 1 CONTRACTOR TO SAW—TIONS AT ALL Of REMOVAL OF EXIST— SIDEWI DONI CURB AID ASPHALT UNLESS OTHERWISE NOTED. ALL BASE AND SUBASE MATERIA L SHALL BE REMOVED WITHIN THE PROPOSED APEO AREA. 2 CONTRACTOR TO MATCH EXIST. GRADES AM TO CONSTRUCT A SMOOTH TRANSITION FROM EXISTING FAULITEb TO PROPOSED. 3. CONTRACTOR TO REMXTIE ALL CONSTRUETION DEBRIS FROM CONSTRUCTION SITE MDDISPOSEPERLOG ORDINAWES. 4. CONTRACTOR TO ENSURE ALL LONSTRLETION IS IN ACCORDANCE WITH OTY DESIGNSTANDAROS 5 CONTRACTOR TO SOD ALL UST.RSED MEAS, S000N11 ALLUDES MAINTAINING SLOPE AND SOO UNTIL COYPLE TION AND ACCEPTANCE OF THE TOTAL PROJECT OR GROWTH IS ESTASL15RE0 WA1ClIEVER CORES LAST 6. ALL EXISTING TRAFRC SIGNS DISTURBED IXIRINGCONATRLDTONSHMLLSE REIf6TALLEDLMERE APRJGBLE BY THE CONTRACTOR UCONO. ). THESE PNS REFLECT TION6 KNOWN DURING PUN DEVELOPMENT IN THE EVE -TIMI ACTUALROGRES CION OFTHEPREVEM TIE APPU ORSOFTHESE STANGRDS OR THE PROGRESSION OF THE MORN. THE CONTRACTOR SITYLL.L NOTIFY TME ENGMEER PRIOR TO CONSTRUCTION OF AFFECTED AREA e THECONTRACTORSIMLLPROTECTALLDMnMSTRUCTURESSTORMDR W UTIUTIES. AND OTHER FACUTIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO NyHER DONGTRUCTION ACTMTIES AT N] ADOTIONAL COST TO TIE DI AER S NIDTIFY SUH6MNE STARE ONE GLL I1dW 112J)iOl PRDR TO COA6TRlIC1gN 10.P ACTBASEDOHDESDNSUNEYPREPAREDBYOTHERS. DURATIONOF CONSTRUCTION IN ACCORDANCE HATH FDOT STANDARD INDEX NO NO 11, THE CONTRACTOR SHALL NOT ENCROACH ONTO PRIVATE PROPERTY WITHOUT EASEMENTS NECESSARY FOR COMPLETION OF THE MORN 12. THE EXMTNG UNDERGROUND UTIUTIE6 SHOWN ARE PER ABOVE GROUND SURVEY GTAAN)UTILITYAS LTM7A TNSIWORAMTONDOESNOTLWRRANT EXACT SIZE ANO LOGTION OF TIE LITIUTES. ALSO. THERE MMA BE ADDITIONAL DONTRA MARTHA TIE UMTSFOR M N THAT MAY BE AFFECTED. CO-RACTOR MSHIALLTHE BECOURSE OFRESPONSIBLE FOR MAINTAINING AND PROTECTING EXISTING UI%1TEb DARING TIE fAUR6E OF CONSTRUCTION. 15. PLEASE SEE MER PIANS FON CONTINWTION OF ROOF UEADERS. 14.2AR MAXIMUM SLOE ON HMN),GP SPACES AND ADA ACCESS 15, ALL SICEVMLXS SHOULD HAVE A MAXIMUM CROSS SLOPE OF 20% 16 16. ALL GRADE BNOTS ARE TO DE EDGE OF PAVEMENT (EOP) UNLESS OTHERWISE NOTED PAVING, GRADING & DRAINAGE LEGEND •�, .r. n. TYPIGI NOTE TEXT NROPpe9NOTE UMERGROND WATER LINE ELECTRIC LINE UNDERGROUND TELEPHONE UNE STORM SEWER SANITARY SEWER MAIN -ERHEAD WERE SANITARY MANHOLE STORM • MANHOLE GTCH BASIN WAATER METER CLEAN OUT I Know what', below. Call before you dig. 30 15 0 30 60 90 GRAPHIC SCALE IN FEET Q O Y W Z g<p<9 W Z zo_ O > Dc CL Q �w LU U CO) -m N H QLU U p U ca o y DATE 12820 SCALE 1"=30' 1'10 DRAWN -BY JFV OMWRlG NAME 9RNMC2 P,AA C 5.1 1 SHEET NO. VERSION ,SEgN7Rv FMtE t GM]E Np. SS6mS 1oPA.FRMED EOJW I PN E�EV: IEEE RAN, CAg11 A - - �llE]1]itf.lt� SECTION AA 1'I IMO, i0 GRATE mCWRSESAME1uu PLAN 8 A e 1•)CWRSES WUIYUY ' - IRCII iO eE REO ROpAN WiWwES � D - N0.ESf OR RWnG Swu EE 6'LARfEP - - i1W:VNE OD.NO SrsLLi 8E G4i Ai i�E ' a EArarAiflN. GT ]d0 r r •501r e.CE.w .SOe'C.CE.W S1AN➢n�rl wO..S lEO tMDEa EAHF E1EFi A Ao7rinw aENEDRaPceARs.w N SECTION AA A - - SECTION AA ®1r c.CE.1N u0'r c eE W. r+'0 U .'d0 r —0 ..arc CEW cs Sd0 r r .50,r C.CEB .50'rCCE.W ]+'0W 5d0 r r+'0 050rc.CEW C2 .10 r r .50,rc.C.E.W •50rC.C.F.W I+'0 C2 rd0 r —0 .50r GCE. GT ]d0 r r •501r e.CE.w .SOe'C.CE.W I+•0 G] —0r r+'0 .50 C2 rd2'W.WY.-� 0 IV 1r .. .5erct.v. Otr C.c VER] 172'0 U I.T.lr p%0 .50rCCEWrCLEW 1 PRECAST CIRCULAR CATCH BASINPRECAST CONCRETE -TOP SLAB SCALE NONE SCALE NONE Gs •W NLIP RAG an COK.A, n •� 7iW^NG nb. [1DC Ioa RRRD/E7 EOULLl ,�--' BMOt i0G1Y0F 7 - ,� RI CWaEESW �i VI IA — — - I.ICOMSES WEIYIW amcR ]o EE aEOROAw, no w.Es PLAN D WIEs Eg1RPN s_ .riA "IRANP AD. AWS IECAST AGd] RENEOaC MRS. S x _ IYEa EAIaICATfw PUN STANiARO worts DEG G � UPGER r4R S]FE. E SECTION AA SECTION A -A rvaE A v r v F F • 'H iwE r 'c .o wc—Im. a A01rccEw r+'0 w Ado e" s+'0 • .Orec— u5 560 r r r 501r C.C.E.. a 5@1—EW. — LLS Sd0 k 6+'0 SOrec, W. 446 rd0 r r + 501r C.cE.W. 56rmm r+'0 LL6 —0 r ]+'0 SOrc.c.E.W LL] !d0 e" r r 5®1TGC.EW • 5QVCC.EW p+'0 LL] ]d0 r rr'0 5®r C.CEW 44W rd0 Ir IT 2WWM"4 a o 50reC.EW. G C.C.VER] I— N2 rd0 'r r2'e 50 r C.U.W. 3 PRECAST CIRCULAR DRAINAGE MANHOLE PRECAST CONCRETE -TOP SLAB FOR DRAINAGE MANHOLES SCALE NONE SCALE NONE 1299CGP I "00, NYLOPLAST 17 DRAIN BASIN 2812AG X '.. � [6n�Frt w4YAap1 AHS �f� rz�N ORATEOP/IONS LOADRATNO PMT DIG4NNGr PE7ESDMN YEElr M10 12EIC4R A54116m] STAMNIO YfE1E r.m 1%l1(Y$ �[1650] eGAncoIER YEEn �m 10-ra s E moi +toms 5au NGM]E cN+am1 D [loml 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 12' - 30' DRAIN BASIN 12 IN - 301N DBE ID NON TRAFFIC INSTALLATION Q U J W i¢- Y z zo Li ly 0 > � Q QO z Q =� Wz L7 Q a66 U Uo^Y z w o Q 1n a DATE 12/31/19 SCALE DRAWN -BV JFV DRAWING A E 5 YARD DRAIN DETAIL c5.2 SCALE SHEET NO. VERSION —PROPS C.O. PROP 75 LF 6'. PVC SS I.E. = 15.09 LATERAL a I% MIN. PRIVATE) SLOPE (PRIVATE) CROP 6- C.O. LATERAL @ 1% MIN. t I.E.=1/.11 SLOPE (PUBLIC) (PUBLIC) S.Att SO FT tea- aTu PROP SAN. SEWER C7 �s. \ —PROPS C.O. Yz I.E. = 15.09 PRIVATE) --PROP 15 LF 6" PVC SS Z LATERAL @ 1% MIN. PROP 94 LF 6" PVC SS SLOPE (PUBLIC) LATERAL Q 1% MIN. S.Att SO FT SLOPE (PRNATE) PROP SAN. SEWER ccE 228NAw CONNECTION WI8"X 4- IF 1 WYE AT MIN. I.E=13.90 J t •IFI ASBUILTS NEEDED TO U CONFIRM SAN SEWER 0 ELEVATION PROP. 1500 GALLON GREASE DATE TRAP WI SAMPLE PORT SEE 22420 DETAIL 4 ON SD2 LOCATION OF MAIN SHUT OFF-\ VALVE OUTSIDE OF BUILDING CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. PROP 6- C.O. I.E.= 15.87 (PRIVATE) -PROP 61 LF 6" PVC SS LATERAL Q 1% MIN. SLOPE (PRNATE) PROP 6' C.O. I.E. = 16.65 (PRIVATE) ROP 71 LF 6' PVC SS LATERAL ® 1% MIN. SLOPE (PRNATE) ROP B' C.O. LE. = 17A0 (PRNATE) PROP BO LF 6" PVC SS LATERAL G 1 % MIN. SLOPE (PRIVATE) ROP 8'X 4"WYE VE I.E.=18.15 PROP 2B LF 4' PVC SS LATERAL Q 1% MIN. SLOPE (PRIVATE) ROP <'C.O. PROP T' ENDOPURE WATER I.E. = 18.48 SERVICE (PRIVATE) PROP 4' C.O. I.E. = 18.80 PROP 4' C.O: I.E. = 18.50 VP C3 Yz REFERTO PLUMBINGPLANSFOR COM. OF UTILITIES INSIDE BLDG Z R/ RAGFTUO MARKET :5 J S.Att SO FT IL ccE 228NAw IF 1 U, w m J t •IFI LA' EN )OPURE WATER LIFE HYDRANT SERVICE *WMPI FOR YARD EWDRANIT(P ATE) (PRNATE) W 'A 4 0 — — — — — — — — — — — — PROPS ENDOPURE WATER-/ FE IRRcoA YIM P� IPRNATEI FOR LONTNUATON Ct 89-49" PROP 1' PRESSURE VACUUM BREAKER I WITH BOl1ARD5 N8y^I926^W JIi/n' PROP CORP STOP IS-HOPEWATERUNE ' , ' 1' METER FORIRMGATIONSERVI STATE ROAD 70 EAST UE WSIBEm FDOTWXTANFD (SR WI DATUM NOTE: EIEVAlON6 BNIOIWN IEREON ARE BASED ON NDIlTH AMERICA VERTICAL DATY OF +w INMw m /FF�OR P. COLO STOP 7 HOPE ER LINE MN 1S EP FOR WATER VIOE J:YS' OF, PO, S.GNVXU/IgA1 PAY✓N1 11., .+89'4926'11' 4..90 t T U. U Y f N W E S UTILITY NOTES 1 CONTRA TOR IS REST—IBLEFOR ARIFV- ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING LONSTRUCTON. 2. THE LOGIION ANOIOR ELEVATION OF EXIS TING UTILITIES AS SHOWN ON THERE PLANS IS BASED ON RE CARDS OI tHE VARIOUS UTUTY COMPANIES ANO WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FELO THE INFORMATION IS NOT TO BE REUSED ON AS BEING EXACT OR WWNETE. THE CONTRACTOR MUST GLI — APPROPRIATE UTILITY COMPANY ATLEAST b HOURSBEFORE AN EXCAVATION TOR OUESTEXACT FIELD LOIIA "OF THE UTILRES, IT SHALL BE TIE RESPONSIBILITY OF THE CdRRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH -WUCT WITH THE PROPOSED WPROVFMFNTS SHOWEI ON THE PLANS. 3. WF,TRACTDRSW VERIFYHORIZONTALANO VEIITICALLOGTXINOFALLEXISTNG STORM SEWER STRUCTURES. PIPES. AND ALL UTILITIES PRIOR TO CONSTRUCTION, <. CONTRACTOR IS RESPONSIBLE F OR REPAIRS OF DAMAGE TO ANY EXS TING IMWtOVEIENTS DURING CONST RUCI XN. SACH AS. BUT NO` LIMIT ED 10, UTIUTIES. PAVEMENT, STRIPING CURBS. ETC, REPAIRS BEIALL BE EOUAL TO OR BETTER THAN EXISTING CONOTTg , 5 CONTRACTOR SHALL REFER TO ARCHITECTS PLANS AND SPEGCIGTIONS FOR ACTUAL LOCATION OF ALL UT,- ENTRANCES CONTRACTOR SHALL COORDINATE INSTALLATION OF UTKITES N SUCH A MANNER M TO AVDID CONFLICTS AND ASSURE PROPER DEPTHS ME ACHE VED AS WELL AS COORDINATING WITH CITY UTILITY' REQUIREMENTS AS 10 LOCATIONS AND SCHEDULING FOR TIEaNS/CONNEC'IONS PRIOR TO WAINECTNG EXISTING FAG -9 b. CONTRACTOR SHALL COORDINATE WITH AR—TECTURM PLANS. POWER COMPANY.\ TELEPEIONE COMPAN FOR ACTUAL ROUTING OF POWER AND TELEPHONE SERW CE TO BUILDING ). SEE DETAI,SHEFTS FOR BAGH11LIN-0 MPACIIONREOUREMENNIS ONUTIL" TRENCHES. B. CVNTRACTORSIWLLCOMPLYTO THEFULLES'EXTENWITHTH MSTSTANWRDOF OSHA DIRECTNES OR ANY OTHER AGENCY HAVNG 1URIS=MN FDR EXCAVATION AND TRENCHING PROCEDURES THE CONTRACTOR SHALL USE SUPPORT SYSTEMS.SLOPING. BENCNNG, AND OTTER MEANS OF PROTECTION. THIS TO NULADE BUT NOT LOFTED TO ACCESS AND EGRESS FROM ALL EXGVA'W N AND TRENCHING. CDNTIIACTOR S RESPONSIBLE TO COMITY WITH PERFORMANCE CRITERIA FOR OSHA 9. CONTRAROR SNAIL COORMWME H OTHER UTILITIES TO ASSME PROPER H— AND PREVENT ANY WWI IC' OF UT.ETIES. 10 CONTRACTOR SEULL GROUT AROUND ALL PRE ENTRANCES IO SAA11—SEWER NHOLES WITH%DhESHRIMKNG GROUT TO ASSURE CONNECTIOn S WATER TORT 11 CONTRACTOR SHALL ON A:l U1UT1E5. WGROINATE INSPECTION.1N IHE APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENOHES AT INSTMLATION. 12. THE CONTRACTOR "LL WAOUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTNE UTILITY COWANES AND OWNERS INSPECTING AUTHORRIES. 13. SITE CONTRACTOR Tp COORDINATE PROPOSED RECONNECTION OF ALL UTILITIES WITH MCHITECILRM. PLANS AS WELL AS UTILITY COMPANIES AND BUIL GING CONTRACTOR. THE GENERM CONTRACTOR S RESPONSIBLE FOR AN AND ALL EXPENSES THAT RESULT FROM p AVER ON FM,.ED TEST DURING AN PHASE OF T HE CONS IRUCI ION PROCESS. IMSINLLWES EES NLURRFD TEF000HRESCHEOULNGOFANRADETRACVENDORS OR EOLIS, TO ACCOMMODATE U, EXSTNG UTIRY UNIES SHOWN MEAPPRO%WIPE UOGTIONS ONLY. THE CONITIM(7OR SEMLL FEUD A—M. EXLSTNG UTILITY LIE LOGMNS PROs TO AN COI SMLK TION. AN DEVIATIONS FROM THE DESTGV LOGTONS SHILL BE REPORTED 10 THE OWAIER OR ENGINEER PRIOR TO CONSTRUCTION 15. CONTRACTORSHAL REFER TO PIANS11YO-HER6FGRENTNLOGTIONOF ALL WATER. SEWER SERNLF ELECTRKGI .MOTELEPH0NESER WNTRACIORSHMLI COORDINATE INSTAl1ATION OF UTILTIES IN SUCH A MANNER AS TO AVGD CONFLICTS ANO ASSURE PROPER OEPTHS ARE ACHIEVED AS WEt I AS LOORDI FTING WITH THE REGULATON AGENCY AS TD IHE LOGTXIN MD TIEJNSIWNWCTIONS'O THEIR FACILITIES 1S. SEE COVER SHEET FOR LST OF UTILITY COMPANIES AND CONTACT PERSONS 17. THE CONTRACTOR SHMI COORDINATE THE INSIALLATION OF ALI UNDERGROUND UTILITIES WITH HIS WORN ALL UNDERGROUND UTILITIES DVATER, SANITARY SEWER STORM SEWER. ELECTRICM WNDUR, IRRIDATION SYSTEMS, AND AN OTHER MSG. UTIUTIES) SHALL BE IN PLACE PRIOR TO THE PLACEMEN' DI WE COURSE MATERIAL, MIO THE PLACEMENT OF AN APPROPRIATE SOIL STABXYATION IECHNIOUE. 18 CONTRACTOR SH4L PROVIOE BOLWIOS FOH PROTELTIOIN OF ML MOVE GRIXIND UTILITIES MO APPURTENANCES AOYCEN ID DINE MEAS. 1I CONTRACTOR TO VEWFv.OGTGN AND ELEVATION OF EXISTING UTILITIES AND NOTEY ENGINEER OF RECORD DF AN DISCREPANCIES l'TILITY LEGEND TYPICAL NOTE TEXT PROPOBEDNOT UNDERGROUND yN WATER UNE UNDERGROUND ELECTRO UNE UDERGROUND _ TELEPHONE UNE STORM SEWER SANITARY SEWER MAIN OVERHEAD .RE -GRANT SANITARY MANHOLE STORM MANHOLE .. CATCH BASW RANTER 9 METER BACKFLOW 4N PREVENTER CLEAN OUT I Know what's below. Call before you dig. 30 15 0 30 60 90 GRAPHIC SCALE IN FEET Ot Z N cY Ia�o \I Ofaz. aw�g' l ¢QW W W U W CID Yz w zo Z 0:' 0 mot :5 p: IL U U, w m J ~ W O Q Zw U oY 0 �o DATE 22420 SCALE 1'=30' 120 DRAWN -BY JFV DRAWING NAME LM PUN C6.1 7 SHEET NO. VERSION = n m n n UTILITY DETAILS THESE PLANS ARE SUBJECT TOFEDERAI Y `H O M AS KEV�NA, BET ' ORT = n m 3 f m UTILITY DETAILS THESE PLANS ARE SUBJECT TOFEDERAI Y `H O M AS KEV�NA, BET ' ORT + OS O N 7 . z H RACETRAC MARKET COPYRIGHT LAWS ANYUSE OFSAME WITHOUT THE <& GAS STATION RACETRAC PETROLEUM, INC EXPRESSED WRITTEN w -31S1,,,� m s .l. 200 GALLERIA PARKWAY SE PERISSION OF M cover uuoewueawm m� row rm >aoo I'R 'IfSSIfiNryoF.NGI o SR 70 R NE 70TH AVENUE SUITE 900 ATLANTA, GA 30339 pRE7ROL�EUM. INC IS OKEECHOBEE, FLORIDA (770)431-7600 PROHIBITED NO DATE REMOVE LP STRIP AND FILL WIHENVMTER FLOWSAWAY REMOVE ZIP STRIP AND FILL _ FROM CURB. SLOPE OF WITH SEAIANT. SEE DETNLN SHEE ST D]T. GUTTER TO MATCH( SLOPE OF SEE DETAILN SHEETSW 1•: RADIUS 0 SEALANT TO BE F— WITH ADMCEAIT PAVEMENT T� RADIUS SEALANT TO BE FLUSH WITH HAND TOOLED TOP OF PAVEMENT HAND TOOLED TOP OF PAVEMENT Y 2S SEE DETAILS 1 A 3. SHEET SDI SEE DETNtS 1 A 2 SHEET SDI 2 P SLOPE OF LURA TO MATCH FOR INFORMATION NOT SHOWN SLOPE Of LINA TO MATCH FOR INFORMATION NOT SNTNN SEE PAVEMENT PLAN FOR ADJACENT PAVEMENT SEE PAVEMENT RUM NFOR ADLENT PAVEMENT ld B' Yf RADIIS 2. REINFORCEMENT REINFORCEMENT Yf RADIUS HAND TOOLED 2'-Y SEE PLAN FOR HAND TOOLED 2- SEE PIAN FOR - REINFORCEMENT REINFORCEMENT � TANK PAD PAVEMENT CONCRETE PAVEMENT III REWS- IF o • � o .. RFBARs � �_ � o I fO fi d$�� • • • • .. d$Q� -� • • • H ;5 • a T 5 AGGREGATE • ` AGGREGATE BASE FJ BASE .L .I` •i. •l -� lJ-' I'',. ... ,i. ... ,J. u . +._ .L- .: ... tyy}^� ��j} ''{ fL ``Fj�' , AGGRE BASE J. ..�. ..._ l P AIN tYn REBAa ]•, l e'NN ACED µ IrLOWIFIREBAR SPAEo WITH 0C CENTERED WITH JOINT. COMPACTED CENTEREDWITH JOINt COMPACTED 5�� 7777��7777jjjj COMPACTED sU@K, DE 10CLOSEDEMOVABLOAM PLANK i ±E SUE.RADE COMPACTED WITH REMOVABLE ZIP STRIPi 1O' CLOSED CELL FOAM PLAW FULL DEPTH OF SUB AGGREW TE BASE AG ND FASTGATE BASE NRH REMOVABLE LP TRIP _ EE DETAIL N SHEET SD] RYPI TO EXTEND PAST CURB PEA GRAVEL TO E BASE FULL DEPTH Df SlAO TO .W.NSTAIATOFI TO EXTEND PAST Si CURB EE DETAIL W SHEET SOS (TVP OWING INSTALLATION GRADE WITHIN TANLRT NATES NOTES DURING INSTALLATION NOTES NOTES t CURB CANSTRUCTIONAND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED IO FEET I CURB TRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED IO FEET 1 CWB CONSTRUCTION AND CONTRACTION JOINTS LOCA TONS NOT TO EXCEED IO FEET 1 CURB CONS TRUCTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCE ED IO FEET 2 SAWCUT CONTRACTION JOINTS I T WIDE BY I -1Q- ME P AS SOON AS CONCRETE HAS 2 SAWCUTCONT TIONJOINTEI(8'W1DEBvt-112-DEEPASSOONASCANCRETEH\5 2 SANCUT CONTRACTONJd Slr'WIDEByt.IIYCEEPASSOONASCONCRETEHASIW LED 2. SANCUTCDNTRACTIONJOINTS I T WIDEBYI—DEEPASSOONASCONCRETEHIASHARDENED HARDENED SUFFICENTLY TO PREVENT RAVELING OR dSLOWIFG OF AGGREGATES HARDENED SUPFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES SUFFICIENTLY TO PREVENT RAVELING OR DISLOOGING OF AGGREGATES SUFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES l SAWCUT LON6TRUCTION JOINTS IIB- WIDE BY I' DEEP SIMILAR TO OETA4 W. SHEET SOLI I. SAWCUT CONSTRUCTION JOINTS 118' WIDE BY 1' DEEP, SIMILAR TO DETAIL BA SHEET SD] 0. SAWCUT CONS TRUCTION JOINTS 118'WIDE By t' DEEP SIMIIAR TO OF TAIL BA SHE ET SIM ]. SANCUT CONSTRUCTION JOINTS I18'WIDE By 1' DE EP SIMILAR TO DETAIL BA. SHEET SIM VE RIFY JOINT LOCATIONS WITH THE OMRE RS RE PRE SENTA WE. VERIFY JOINT LOCATIONS WITH THE OWNER'S REPRESENTATIVE 4 VERIFY JOINT LOCATIONS WITH THE OVMER'5 REPRESENTATIVE 4 VERIFY JOINT LOCATIONS WITH THE OWNERS REFIRE SE NTATIVE I THIS CURB TYPE 15 TO BE USED ALONG THE CURB UNE ADJACENI TD THE TAN( PAVEMENT. 4 THIS CURB TYPE 15 TO BE USED ALONG THE CURB LIFE ADJACENT TO THE DRIVEWAY TRENCH 5 USE THIS DETAIL WHEN ADJACENT PAVEMENT SLOPES AWAY FROM CUGR&N. SEE PLAN FOR LOCATION. DRAWS SEE PIAN FOR LOCATIONS 1 CATCH CURB DETAIL @ CONCRETE SLAB 2 SHED CURB DETAIL @ CONCRETE SLAB 3 TANK AREA CURB DETAIL 4 MONOLITHIC CURB DETAIL C) SDI NTS SDI s SDI 5 SDI N's REMOVEZIPSTPoPANDRUL SP FOR DRIVEWAYS "SEALANT 2 V FOR RADIUS OF LANDSCAPE ISIANDS SEE 1-1 N SHEET SIM t d FOR LANDSCAPE ISLAND VMLKWAv I �� SEALANTTO BE Fl— WITH f MN I PROPERTY BOUNDARY TANM AREA • O• VV TOP OF PAVEMENT. 6 FOREBAR•YOC. TRANSITION FOR CATCH CURB I PAVEMENT Z EACHWAY WITH 1CONCRETE BACXING IJ'RACKING ONLYi AT CORNER LANDSCAPE ISLAND I OCONG BACNNG fel . CURB TRANSITION SEE SMP� AIL 614 APPROXIMATE LOCATION r • SEE DETAIL 5 •as, TAPER I OF BUILDING FOOTPRINT 1 • • SHEET SDt 4 l LL ED - E: L J_n AND SIDEWALK ENVELOPEw �s EDTAPER SEE DETAL lOSHEET SDI 1• 'GONG BACKING' WSEEDETAILA ...0 •SHEET SOt DREG TEflASE � ]' If MIN ----X]REBARQ IB'OC -. TRAFSITION FOR SHED C.JRB ♦EXISTING RIGH OF WAV LINE • • • • • I.-CLOSEDLELL FOAMPLAHA E' 'r *SEE NOTE2 52 WITHREMOVABLEZIP S TRIP - I IJSE FOR ALL BACKING WITH) CONCRETE BAGKI FULL DEPTHOF SLAB WIDTHS 8' MIN U' EE DETAIL WI SHEET SOI INP, r1 9 CMLH ENGINEER TO DETERMINE IF CURB BACONG O ISALLOWED IN PUBLIC RIGOF WAYS fl PE2� w T N F COMPACTED AGGREGATE BASE 8 MN •4q 1 C SUBGRAOE TOEXTEND PAST CURB BACKING PS NOTES WRING INSTALLATION Z'i a MIA 1 GARB COISTRIJCTION AND COIVTRACTION JOINTS LOCATIONS NOT TO EXCEED 10 FEET. CML ENGINEER TO DETERMINE IF CURB TYPES USED ON SITE 2 SAWCUT CONTRACTION JOINTS 118' WIDE BY 1-t? DEEP AS SOON AS CONCRETE HAS HARDENED S F MIN - ARE ACCEPTABLE FOR USE WITHIN RIGH OF WAY. Z SUFFICIENTLY TO PTE PREVENT RAVELING OR DISLODGING OFAGGREGAS IF NOT ENGINEER TO PROVIDE DETAIL OF CURB TO SE USED 2'CONC. BACKING N ] SAWCIfT CONS UCTIONJOINTS 118' WIDE BY I' DEEP FILL JOINTS WITHPAVEMENT SEALANT PER f 1' CONI. BAILING SEE DETAIL 4 ¢ p k Z DETAIL 28 SHEET SW VERIFY JOINT LOCATIONS WITH THEWN OERS REPRESENTATIVE. - A6 i SEE DETAIL 4 SHEET SDI NOTES SHEET SD1 4 LWB BACKING WIDTHS Yi �' NOTES i O O O U D A THTEE EBi TOOT BALKING IS TO BE IAED ALONG 111E RADIUS OF ORNEMMYS AFD S 11_ _ T I REFER TO'SITE PINT FOR EXKT LOCATIONS OF THE DIFFERING CURB TYPES 1 a O U, STRUCTURALLY REINFORCED WITH XI REBARS O P O.0 EACH WAY ed 2 ' • RACETRAC CONSTRUCTION PROJECT AWNAGER TO CCORDWM WITH REFER TO'SITE PLAN FOR EXACT LOCATIONS OF THE DIFFERING GARB TYPES W K j O W H- p m B TVJD(2)FCOTBACKINGISTOBEISEDALONGTHEMNA OFUNDSUPEISUH WS N 6- 15 TRANSITIONFORUTCHCUB N ZC�w¢2 HIGH TRAFFIC AREAS TING (2) FOOT BACKING Ib NOT STRUCTURALLY REINFORCED. WITH t' CONCRETE BACKING CONCRETE SUBCONTRACTOR TO DETERMINE BEST TRAHNIION METMCO BETNBEN Z. REFER TO SITE PIAN FOR ENACT LOCATIONS e� > r 6 KUQ O OFFERING CWB TYPES. F N U Q 3 W 6 C G Y. L OW,I)FOOTBACKINGIb TOBE U6 EDASAPEOESTPoANWALAWAYWITINNUANJSCAPE ISLANDS ONE (1) FOOT BACKING IS NOT STRUCTURALLY REINFORCED SEE SITE PLAN FOR EXACT LOCATIONS 5 SEE PAVING PLAN FOR EXACT LOU TIONS OF WRB BACKING 5 CONCRETE BACKING FOR ON—SITE CURB 6 CURB TRANSITION DETAILS 7 CURB LAYOUT PLAN VIEW 8 CONCRETE BACKING PLAN VIEW SDI ITS SDI 5 SDI ITS SDI N s z w 500 - CONDUIT FROM BALDING .' W Y O TO WINTER -TIGHT ELECTRICAL K Q IO 5625' 0.0. 0.188' MALL STEEL TUBE JUNCTION BOX 7T WOODFORD � � # O Q H ^ CpNC_DIME FlLlEO WITH CONCRETE. ELER CAL AEQUDIIEMEWS PRODUCT MODEL rN tK O D.2 FURNISHED INSTALLED BY GC. SA- DISPENSER FREEZELESb '� 3 i�.,. W Q a Q t11N.2DA.LUSSLVYITHGROUO BEYOND YARD HYDRANT 1O� REMOVE TOP PORTON Of FOAM PUN), INSTALL BACKER ROD 2 ELECTRICAL STL.B TO R I- RIGID CONDUIT W L) W G O^ TWO 121 f PVC CHASES AND THEN SEALANT SIMILAR TO DETAIL SB. SHEET 641 INSTAWRON REQUIREMENTS U Q T SEAUNT TO BE FLUSH WITN TOP OF PAVEMENT TRASH b i Uwj IP 1 COAL. SLAB TO BE INSTALLED BY G C CAN Ilk W (D W LLEAWUTS IN CIL -NOUTS IN SEE PAVING PUN fOR H ttf5 WOODFORD U p ~ 212 CONIC PAD TZ CONIC PAD REINFORCEMENT 2 AIRVW STAND(XAAu1) PROVIDED INSTALLED �2 MODEL Y54 Z N J TYPICALDRIVEWAI 11f FOAMPLANLTOBEFUL—PTHOFPAVEMENT CONNECTED BV VENDOR CONCRETE BOLLARD j8a FMODEL 1. N (REFER TO 'SITE RAN I MMAPPEDAROUNDBOUARDTOENSURE COMPLETE DISPENSER - SEE EH MTM AQ` OS YFRD2ELESS FOR ENACT DISTANCE) ]GONG BACNNG "T C SEPARATION OF CONCRETE AND BOLLARD 0 YB'MOl1MING STUDS, PROVIDED. INSTALLED• SEE DETAIL 4, { �.I CONNECTED BY VENDOR TOP ISLAND SHEETSDt 2~ NEW BEYOND PLAN VIEW ¢YY i AGGREGATE S.WOF - .••- .•% .. - BASE AGG EGATE BASE bQ J w W CLE NOR 111 (TIME.) CLEANOUrSIN M WATER -TIGHT VIEW - 4 Y Z Z O CONIC PAD CONIC DRIVE 2'•2 CONIC PAD ELECTRICAL W PROVIDE U4' TACK MASTIC - H 3 S FRONT JUNCTION BOX (I _ , ,,.,._, z.11T; w Q O Q O $ . AGGREGATE BASE. .. COFBOLLARDBAT- ON ELOWTOPOSED ON g VIEW < =Iy < BWYSLAB - ' _ td 12 WATERSUPPLYFROM 28 L O W TING 12 4 PVC CHASE PAVEMENT TO PREVENT CORROSION - b IN GROUND 'SITE WATER SUPPLY' LINE FQNy U W on ' 0' �._.... •. ::JV A_.� 10' WATER SUPPLY FROM LL WO PVC TCONKIN OP .._„. _. WITH Ex TENSION UP N ' COMPACTED � y� .F.`�.s:•. 'O 'DON WuoIING 'SITE WATER SURPIv-LINE Q LL Z= COMPACTED 5l83GRADE S�BGRAOE 2':TOM Sl1BGRADE CWB:.i y. y Q f-” Q ii SECTION VIEW NOTES SUBGAR� ED SLID- IN INGROUND SECTION VIEW PLAN VIEW Q U � o Y 1 BUMPER POSTS TO BE PLUMB AND ALIGNED IN A STRAIGHT LINE AND FILLED WITH CONCRETE hu� I— Q �O COTES NOTES REFER NOTES E%% 2. TDRSiDBEGROWDSMDOTHWISQUAREEDGE TIEPRIMEDWTH'EWRUSn BV WROANI]PNNTEDWITH I PVC CHASE TO BE PLACED DOER ALL DRWEWAYS REFER TO'SDE PUN FOR EXACT LOCATIONS INDUSTRIAL OIL BASED ENAMEL CALOR TO MATCH DECORATIVE LIGHT POLES I SECURE VAULT TO PAD WI TWO R12&OOA50Ae BRACKETS ANO FOR EXACT LOCATION I SEE SITE PLANT FOR EXACT LOCATIONS FOUR (4) ',V • 4-SIMPSOIJ TITAN HD SCRE PE AeIC S (TMP) 2 REFER TO PAVIW PUN FOR EXACT CONCREM THICKNESS 2 SLEEVE WILL TOARATE FOR IRRIWTIONIFSTALLEDWITH iN60EVELOPMENT IRRIGATION JREFER TO PAVING PLAN FOR COWREONCOMPRESIVE ST DATE iRBI1D SLEEVES WILL BE SEPARATE Z REFER TO PAVING PIN FOR E)UCTCOeICRETE THINNESS ] REFER TD PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH 4 REFER REQUIREMENTS NG PLAN LOFLRETE COMPRESSIVE STRENGTH COMPACTION SCALE ] REFER TO 'UTILITY PIN -AND IRRIGATION PLAN FOR IRRIGATION SLEEVE LOCATIONS REOURENENTS ]. REFERTOPARADE COMPACTION STRENGTH SUBGRADE COMPACTION REQUIREMENTS A SI.BGRADE COMPACTION RFOAREMENTS DRAWN -BV JFV DRAWING NINE MCF"IML S'ANGR: ]1'u,5 9 PVC CHASE DETAIL 10 CANOPY BOLLARD DETAIL 11 AIRNAC SERVICE DETAIL 12 YARD HYDRANT DETAIL SDI ITS SDI NTs SDI ITS SDI ITS D1 1 SHEET NO. VERSION �v�vw.BB 8.6'1'1.7275 Pd*++Re.carn IS u ` 0-10- for water A GREASE TRAP (1500 GALLON CAPACITY) 4 & SAMPLE WELL DETAILS OR "APPROVED EQUAL" SD2 — Q - RID, 00 W, ON UNOPV REDJRON I l GNOPY DELA CONTINUOL4 THEIOLGH DELAIIG SEAL GWDECK PENETRAMN CANOPY DECK UIIOPv COLIMN WRAP REFER TO CIM FUEL GNOPY PUN L ELEVATIONS FOR EXACT MATERIAL 3 CONDUIT PENETRATION DETAIL z SD2 NTS z R BRACING FO - f 9i•li7i'" REDURED 1X6. CONTINUOUS ITYP.1 Ca 79[ N zx4@te oc ITYP.I 1Lo 1X6 CONTINUOUS c<c ITYP I N L Ail m FO O 1X6 CONTINUOUS (NP I 2X4 ® 18' O.0°i ITYP ) Q z N iwg�w3o z gIS�O�00UWw NOTE �wH-yyQq t 2X4@OC 6i w-N�NN 1 FOR TRENCH DRAINS OVER 36' IN DEPTH, T O w- r p m ADD AN ADDITIONAL LEVEL OF BRACING ITVP w. o z r a rc wwE�' O FOR EACH ADDITIONAL 12" OF DEPTH : w tO2 a 3 w n 3 a a 6 AQUADUCT TRENCH DRAIN BRACING LAYOUT DETAILS SD2 NIS zw tea" Daae QU waw • Q of_ K N EO EO E) J wo Y Z Z (r OWo Q � Q J Q < = I-- Lyj z Uow Q o C3 Q LLI W U i6 0 D 0 < y DATE 1Q9/2D SCALE DRAWN -BY JFV AAaTRnc sAAaRo DETu, SD2 1 SHEET NO. VERSION HCONT O6'Oc. ENSIRE TOP LON01I71.10INAL H•16'OC FL ISOLATION SMS ME ON TOP AS 6HOVA+ 4 WIATION TRANSVERSE BARS J NT AIM AQUADILT TRENCH DRAINMP) ISOLATION JOINT SOLA TION JOINT 2-N Yd NN SEE DETAIL „A SIEETSW FOR INFORMATION NOT SHgVN SEE DE TAIL II SHEETSOU FOR INFORMATION NOT SHgWN SEE PAVING PLAN FOR 2'LlA REINFORCEMENT SEE PAVING PUN FOR V REINFORCEMENT N i INsuu 1 s a EMBEDDED dAMONO DOVHEI lll�� _` % FWNOR , W POCKET FORYER •1.1, BRAGNG SEE OETAILS6HEET6DJ J / - �,,i„,KI�„��,y,�„ J, AGGREGTE ITYP) ICFREEIRE TOP FI ISCLEANAND REMOVABLEAIAZIPSTRIP. FREE OF UITANCE IMMEDIATELY PRIOR LAITA FIAL OEB HOF - (TO PLACING PAVEMENT CONCRETE EET SMMEM,wNT SEE pETML BB SHEET SDS ITYPI•,roc INITIAL CDNCRETEDIAMOND \'1--j DOMFL PLATE 6EEDETAIL66HEET SMf-R)YLyq HSTIRAUK • ICD L NOTES , G.0 MUST READ INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION OF AO -T TRENCH DRAIN 2 REFER TO DETAILS SHEET SD2 FOR BRACING REfAMVENDATIONS. A SOME PROJECTS MAY HAVE-LTIPLE TRENCH DRAINS ONSITE (REFER TO'GRADINI3 PUN' FOR EXACT LOGTIONS I 5 EACH TRENCH DRAIN IS INDMDIALLY DESIGNED ANG -EDW AOWOLC,INL(REFERE TO DESIGN SPED FOR EXACT swNG) 5 TYP. CONCRETE DETAIL FOR AQUADUCT TRENCH DRAIN SD2 I's �v�vw.BB 8.6'1'1.7275 Pd*++Re.carn IS u ` 0-10- for water A GREASE TRAP (1500 GALLON CAPACITY) 4 & SAMPLE WELL DETAILS OR "APPROVED EQUAL" SD2 — Q - RID, 00 W, ON UNOPV REDJRON I l GNOPY DELA CONTINUOL4 THEIOLGH DELAIIG SEAL GWDECK PENETRAMN CANOPY DECK UIIOPv COLIMN WRAP REFER TO CIM FUEL GNOPY PUN L ELEVATIONS FOR EXACT MATERIAL 3 CONDUIT PENETRATION DETAIL z SD2 NTS z R BRACING FO - f 9i•li7i'" REDURED 1X6. CONTINUOUS ITYP.1 Ca 79[ N zx4@te oc ITYP.I 1Lo 1X6 CONTINUOUS c<c ITYP I N L Ail m FO O 1X6 CONTINUOUS (NP I 2X4 ® 18' O.0°i ITYP ) Q z N iwg�w3o z gIS�O�00UWw NOTE �wH-yyQq t 2X4@OC 6i w-N�NN 1 FOR TRENCH DRAINS OVER 36' IN DEPTH, T O w- r p m ADD AN ADDITIONAL LEVEL OF BRACING ITVP w. o z r a rc wwE�' O FOR EACH ADDITIONAL 12" OF DEPTH : w tO2 a 3 w n 3 a a 6 AQUADUCT TRENCH DRAIN BRACING LAYOUT DETAILS SD2 NIS zw tea" Daae QU waw • Q of_ K N EO EO E) J wo Y Z Z (r OWo Q � Q J Q < = I-- Lyj z Uow Q o C3 Q LLI W U i6 0 D 0 < y DATE 1Q9/2D SCALE DRAWN -BY JFV AAaTRnc sAAaRo DETu, SD2 1 SHEET NO. VERSION GENERAL CONCRETE PAVEMENT NOTES I REVIEW AND VERIFY ALL ASAULT WNDITXJNE WHICH AFFECT FEW CONGTIUDTION PRIOR TO TABLE A (SEE CONCRETE PAVEMENT NOTE #5) SUBMISSION OF SHOP DRAWNGS AND ANY FABRKATION 2 INDUSTRY STANDARDS GOVERNING MS WORK ARE OF THE LATEST ISSUE AT THE CANE OF THS WATER SOLUBLE DIMWNGRELEASE SULFATE ISOM IN PORTLAND MAXIMUM CONCRETE SULFATE EXPOSURE SULFATE (SO4) IN J ENSURE STORAGE HANDLING. PREPARATION INSTALLATION ETC OF ALL MATERIALS ARE IN ACfLRDANCE NTH NUFACTUIERS I VENDORS PRINTED RECOMMENDATIONS AND INSTRUCTIONS WATER PPM CEMENT TYPE W/C RATIO PAVEMENTS WATER PPM PAVEMENT SUB6RADE AND BASE NOTES NEGLIGIBLE 0.00 < SOA < 0.10 0 < SOA < 150 I 0.55 3500 T ENSURE TESTING AGENCY VERIFIES THE SUBGRADE IS COMPACTED TO THE SPECIFIEDMAXIMUM DRY DENSITY AS DETERNMED BY ME GEOTECH ICAL ENGINEER. RECAMPACT SOFT AREAS AS DIRECTED CLEANDUTE WATERVALVES ETC BY THE GEOTECH ICAL ENGINEER TESTINGAGENCY TO PROVIDE A LETTER REPORT TO THE OWNERS REPPESENTATNE STATING THAI THE IU -11 NMS BEEN PROPERLY COMPACTED. MODERATE 0.10 < SOA < 0,20 150 < SO4 < 1500 11 0.50 4000 Z ENSURE TESTING AGENGY EVALUATES THE SUB M BY PROOFAOWNG. PROOF ROVING TO BE DONE BY A FLALY LOADED TANIDEMJULE DIAP TRUCK OR OTHER EOUVAUNTLY WHEELED VEHICLE ACCEPTABLE TO THE TESTING AGENCY REPAIR SOFT AREAS THAT DEPRESS DEEPER THAN 1Q INCH AS DIRECTED BY THE TESTING AM— TESTING AGENCY TO PROVIDE A LETTER REPORT TO THE DIMERS REPRESENTATIVE STATING THE SUBGRAD E HAS BEEN PROOF -ROLLED AND IS ACCEPTABLE SEVERE 020 < SOA < 2.00 1500 < SOA < 10 000 V 0.45 4500 •• W NOT MMFAOLL ON TOP OF OR WTHN 5 FEET OF THE EDGE CA THE UNDERGROUND STORAGE TANI LOCATIONS PAVEMENT J AGGREGATE BASE MATERIAL SUB pMElpb ppVEl 6j A COARSE AGGREGATE BASE CRUSHER RUN MATH ROCK FINES USE ASTM D44e NO 46757 OR 67 VERY SEVERE SO4>200 SO4>10000 VPLUS POUOLAN 040 5000 BLEND ONLY IF NOTED M AILOMED N, CONTRACTION CODR ISOLATION ISOLATION XD B FIWAGGREGATEBASE CLEANSCREENNGSASTMDK4e NO 1DNTI fiMTO—PA5SINGNO - 2W SIEVE 5 AGGREGATE BASE MATERIAL INSTAIIATION NOTE TO CIVIL ENGINEERING COMPANY A COMP ACTCOARSEAWREGnMSETOnMLTHCKWSSSHgLMa INLAYERSNDTEXCEEDNG6 TYPICALLY USE MODERATE EXPOSURE FROM TABLE CONTACT EPM IF EXPOSURE CLASS SHOULD BE CHANGED. INCHES WITH MINIMUM OF 2 PASSES PER LAYER WITH A VIBRATORY COMPACTOR B COMPACT BASE TO TIE SPECIFIED WXIMW DRY DENSITY AS DETERMINED BY TME GEOTECHNICAL ENGINEER 4CONTRACTION PCC "NT C CHOKEDFF TOPSURFACE M COARSE AGGREGATE BASE MTI FINE AGGREGATE BASE MATERIAL DUE TO THE FOLLOWING JOINT SEE DETAL W SHEET SM C, AS REOLAREO TO MEET FINE GRAM EUWAnCN TOLERANCES SPECIFIED SA UT TO BE C2 WINE RE COARSE AGGREGATE BASE MATERIAL DOES NOT HAVE SUFFICIENT FINE PARTICLES SEE PAVING PLAN FOR B -RADE BY I' MIN. TO 1.1 -MMX DEEP -SOFFOUY TO PRODUCE A SURFACE THAT M FREE OF EXPOSEDAGGREGATE OR SURFACE VOIDS IMMEDIATELY PRIOR TO PAVEMENT INSTALLATIONS REINFORCEMENT D COMPACTFINEAGGREGATE BABE CWIEJ]FFLAYERMTHA NNMUMOF 2 PASSESMTIA VIBRATORY COMPACTOR Y CUR TOP OF PAVEMENT E TOP SURFACE OF BASE MATERIAL TO BE DRV. SMOOTH FLAT, DENSE SURFACE IMMEDIATELY I _ - BEFORE PIACINGCOWRETE • • • • • .1. P- (SEE PAVING PLAN 6 ENSURE TESTING AGENCY VERIFIES AGGREGATE BASE 15 COMPACTED TO THE SPECIFIED MAXIMUM DRY DENSITY AS OETERMIEO BY THE MOTECHNICAL ENGINEER IMMEDIATELY PRIOR TO PLACING FOR THCKNESSI PAVEMENT TESTING AGENCY TO PROVIDE LETTER REPORT TO OWNERS REPRESENTATIVE STATING TIE BASE IS ACCEPTABLE 7 NOTIFY THE OWNERS REPRESENTATME IMWDATELY IF UNUSUAL SOL CONDInoNS ARF FOUND _. :� 6 PROTECT EXISTING STRUCTURES UTILITIES PROPERTY CORNERS ETC RESTORE ALL ITEMS USING FORM TEMPLATE E. AT THE JDINT DAMAGED AS REOUARED. OWNER AT W COST TO OWNER OR W TDLR E1ITENSION OF CONTRACT TME. •• DO NOT ALLOW STORED EXCAVATION MATERIAL TO DISRUPT PROPER DRAINAGE OF AREA 6 Sv GAMAGE TO SURROUNDING AREAS OR STAIN ADJACENT CONCRETE. 9 DISPOSEOFEXCAVATEDMMRIALASREQOREDBYOVWVERSREPRESEWATIVE COARSE AGGREGATE BASE CONCRETE PAVEMENT NOTES: PROVIDE SKIM COAT OF FRE AGGREGATE BASE ON TOP Of 1 CONFORM TO AO 310 AND 117 FOR THE DESIGN AND PLACEMENT OF CONCRETE REINFORCING AND COARSE AGGREGATE BASE IF SURFACE M NOT SMOOTH RELATED ITEMS ENSURE SURFACE M SMOOTH AND PLANAR IMMEDIATELY 2 CONFORM TO AO ]06.1 FOR COLD WEATHER CONCRETING AND AO ]05R MEN ANY COMBINATION OF PRIOR TO PLACING CONCRETE. HIGH TEMPEMMRE. LOW RELATIVE HUMIDITY AND MND VELOCITY TEND TO IMPAIR THE QUALITY OF THE CONCRETE REJECT CONCRETE IF ITS TEMPERATURE AT TIME OF PLACEMENT IS W DEGREES 1 SAWCUT-TE IN ACCORDANCE -H 1 - FAHRENHEIT ('FI OR ABOVE. PROTECT SURFACES OF EXPOSED CONCRETE FROM PRECIPITATION DAMAGE UNTIL AMOIATE STRENGTH IS GAINED TO PREVENT DAMAGE 3. CONFORMTOACI=AR EMR 300 ]IIBRANDJORFORCONCRETE FORMWORK CURING, AND 9 SLAB CONTRACTION JOINT SECTION PRACTICE ANO LR51 PLACING RENFORCING BMS FOR PLACING RIEINFORCINGSTAFDARO SD3 NTS A THE GEOTECHNICAL ENGINEERING REPORT ldCAT S THAT THE SOILS ONSITE NAVE A XXXXXXXX SULFATE EXPOSURE MERE IMPORTED FILL OR BASE MATERIALS MEIN CONTACT MTM CONCRETE Z WNT AS LONG AS FEASIBLE TO SEAL THE SULFATE CONTENT ANG EXPOSURE OF THESE MATERIALS SHALL M AC OWO W TEST SUBMIT ALL TEST RESULTS NTICONCRETE MIX DESIGNS. FAILURE TO PROVIDE SUPPORTINGTEST RESULTS FROMAN ACCREDITED TESTINGUABORATORY RILL REOLARE THE CONCRETE MI TO BE PM -1 SEE DETNL M 4 CONSTRUCTION PROP MWD FOR VERY SEVERE SLXFATE EXPOSURE AT NG AODInOAL COST OR DELAY N TIE PROJECT SCHEDULE. SHEET SCO DONT 5 CONCRETE SMALL BE PROPORTIONED TO MEET THE PROJECT SPECIFICATIONS AND THE MINIMUM CRITERIA ESTABUSHED IN'TA6LE A' IMS SWET) WED ON THE SULFATE EXPOSURE FROM ANY SHRINKAGE TO OCCUR ADIAMW SOILS OR FILL MATERIALS SEE PAVING PLAN FOR D X 24- LONG REBAR SPACEDAT 24. O C. 5 ADDITIONALLY. EXTERIOR CONCRETE EXPOSED TO FREEZING TEMPERATURES ANGOR SALT OR REINFORCEMENT CENTERED NTH JOINT DEICING CHEMGIb SHALL HAVE NR ENTRAINMENT AND TIE GEMENT CONTENT APPROPRIATE FOR THE EXPECTED EXPOSURE. SEE SPECIFICATIONS FOR MORE INFORMATION. 2. GR 7 CONCRETE TO MEET OUPABIUTY REQUIREMENTS OF ACI DI FREEZING AND THHAMNG EXPOSURE TOP OF PAVEMENT CATEGORY TO BE IFP IFI) IF21 IF31 SULFATE EXPOSURE CATEGORY TO BE [SO] RI) [S21101 ANO• I • - • • d SUB DEPTH • 0 CORROSION PROTECTION EXPOSURE CATEGORY TO BE VM ILII IC21 PROVIDE A MINIMUM CONCRETE COMPRESSIVESTRENGTH AT2e DAYSOFPS PSI](4 PSI](45O0PSI)15000DSIIMTINMXIMM _ - (SEE PAVING PUN WATER,MMENTTIOLS Mno OF 10.551 P SO) JG 15] 10 OR THICKNESS) e ENSURE REINFORCING OARS CONFORM TO ASTM A515 GRADE WDEFORMED. 9 PROVIDE CLASS B TENSION LAP SPUCES PER ACI 318 FOR CONCRETE STRENGTH AND BAR 4 LOCATIONS NOTED DIAMOND DOWEL PLATE 10 WVNTMN FULL THICKNESS FOR DEPRESSED OR SLOPED PAVEMENTS II •' DD OO NOT AWATER OR PLAIN CEMENT TO ANY PAVEMENT SURFACE WRING FINISHING CHAIRS REQUIRED FOR REBAR OPERATIONS MUG NMNT DURING CONCRETE PLACEMENT 12 PERFORM NO FINISHING OPERATION WHILE WATER 15 PRESENT ON PAVEMENT SURFACE 13 STRIKE OFF CONCRETE TO REOUIRED ELEVATIONS AND IMMEDIATELY START FINISHING/FLATTENING COARSE AGGREGATE BASE OPERATIONS ENSILE FINISHING OPERATIONS ME NO MORE THAN NECESSARY TO REMOVE IRREGULARITIES AND MEET SPECIFIED TOLERANCES. USE A HIGHWAY STRAIGHTEDGE 10 FOOT MDF PROVIDE SKIM COAT OF FINE AGGREGATE BASE ON TOP OF MAXIM LM UNLESS OTHERNSED ALLON:D BY OWNERS REPRESENTATIVE. IN ORDER TO CUT OFF HIGH SPOTS AND FILL IN LOW SPOTS PERFORM FINISHING OPERATIONS AS NECESSARY TO ENSURE COARSE AGGREGATE BASE IF SURFACE IS NOT SMOOTH. ENSURE SURFACE IS SMOOTH AND PLANAR HAWOIATELY PAVEMENTRIUOANNELL UIFp WYMNSHSURFACETOTEXTUREPREVIOUSLYAPMMEDBY OWNERS REPRESENTATIVE ^ DO NOT ALLOW SURFACE TO DRY WRING FINSHNG OPEMTIOS PRIORTOPUCINGCONCRETE AND BEFORE CURINGCOMPOUND -APPLIED OSE EVAPORAnON RETAROANT AS NECESSARY TO 'I PREVENT SURFACE DRYING AND PLASTIC SHRINKAGE CRACKS 14. FOR TOLERANCES CONFORM TO ACI 117 AND ACI UM EXCEPT AS NOTED BELOW R'CIDSEDCELLFOAM PUNA W REMOVABLEZP6TPoP. MU51 A. PAVEMM AGGREGATE BASE FINE GRADE •0 -INCH B. MIMWMPAVEMEWTOERANCE JAINCH. C. NENDOMPUTING THE AVERAGE OF ALL SAMPIFS SAMPLES NTH A THICKNESS MORE THAN I4 INCH ABOVE THE SPECIFIED THCNUESS SHALL BE ASS WED TO HAVE A THICKNESS OF -INCH 10A SLAB CONSTRUCTION JOINT SECTION MORE THAN THE SPECIFIED THICKNESS O. AVERAGE PAVEMENT THCAMES6 TOLERANCE D G SD3-5 E. THICKNESS SAMPLES ARE TO BE RANDOMLY LOCATED FROM EACH PAVEMENT PUCE MENT AND NOT EXCEED 1000 SO VIRE FEET OF PAVEMENT SURFACE AREA 16 START SAVING PAVEMENT CONTRACTION JOINTS USING A-SOFFCUT'SAW BIADES AND SKID PLATES AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT RAVELING OR DISLOOONG OF 4 ISOLATION AGGREGATES UNEESS RAVELINGOR DISLODGINGOCCURS COMPLETE SAWNGOF JOINTS WITHIN THE MAXIMUM ELAPSED TIME LIMIT NOTED BELOW. BUT PREFERABLY LESS. THE SPECIFIED TIME FOR DINT ANY ONE LOCATION STARTS WHEN FINISHING OPERATIONS ARE COMPLETE FOR THAT LOCATION THE SPECIFIED TEMPERATURE IS TIE MAXIMUM AIR TEMPERATURE IN DEGREES FAHRENHEIT 1•F) THAT hXNLONG ACEDOZA'OL OCCURS W MN THE SPECIFIED TME UMIT THE ELAPSED TIME MAY TEED TO BE SHORTENED EVEN MORE IF MY ANDOR WNDY CONDITIONSARE PRESENT ENSURE JOINTS ARE CLEAMEDAMIR SAW NGAND REMAN CLEAN UNTIL SEALED COARSE MAX DEGREES FAHRENHEIT 1'F, MAX ELAPSED HOURS .—ABOVE - - 60.4 AGGREGAT BASE ITYP) 17 START CURING AS SOON AS CONCRETE SURFACE NU NOT BE DAMAGED By CURING OPERATIONS LURE CONCRETE CONTINUOUSLY FOR A MINMALM OF SEVEN CONSECUTIVE DAYS. FIRST SECOND ^� SLAB U 18 ENSUREPAVEMENTSURFAMISPROTELTEDFROMEOPMEMSCRAPES IMPACTABRASION6 POUR POUR ' STAINS ETC. REPAIR PAVEMENT SURFACE AS DIRECTED BY DINERS REPRESENTATIVE VEHICLE ANO EOUIPMEW TRAFFIC IS PROHIBITED UNTIL THE COMPLETION OF PAVEMENT WRNG PERIOD ENSURE VEHICLES AND EQUIPMENT ARE MKKD 70 PREVENT OIL OR OTHER FLUID LEAKS FROM STAINNG THE PAVEMENT I:2 -CLOSED FOAM PLANK 19 REF ER TO ARCHITECTURAL MECHANICAL.ELECTRICAL. PROCESS CML AND VENDORS DRAWINGS WITHREMOVABLE ZP STRIP FOR EMBEDDED ITEMS NOT SH ON4 COORDINATE AND PUCE ALL EMBE WED ITEMS SHDNJ ON THE DRAMNGS OR REQUIRED BV ALL TRADES FULL OEPTM OF PAVEMENT . SEE DETAIL 96 SHEET SD]. 20. PRE{ NSTRUCTION METING. FOAM PLANK A. ATTEND PRE -CONSTRUCTION METING TO BE SCHEDULED AT LEAST 7 DAYS BEFORE STARTING MAIN CONCRETE PAVEMENT - 8. ATTENDANCE DESIGNATED BY THE OWNERS REPRESENTATIVE AND THE FOLLOMNG , STRUCTRALSERVICESING REPRESENTATIVE. TESTINGAGENCY CONTRACTOR CONCRETE ¢ SUPPLIER PNDLUIDING DUALITY CONTROL PERSONNEL). MO SUBCONTFMCTORS FOR 6UBGRADE AND BASE PREPARATION REINFORCEMENT PUMPING OR OTHER MEANS OF CONVEYING _ PLACEMENT FMSHNG SAVING FORMWORK. AND OTHER PERTINENT PORTIONS OF WORK C REPRESENTATIVES ARE TO BE PERSONNEL WHO ARE DIRECTLY INVOLVED IN PROJECT AND WHO DIAMOND DOWEL PLATE EMBEDDED DIAMOND DOWEL SEE DETAIL a SHEET S03 H1ttRi HAVE RUTORM TO CONTROL WORK POCKET FORMER SEE ' DETMI a SHEET SO] ITVPI SD3 NTs 11 ISOLATION JOINT PARTIAL PLAN DETAIL SD3 N'S NOTES Z,4 NOTES W 2.4 I SLA BUT �� FROMLLOP FROM lop T INFO—TION t PdmbQ�02INK CtA PFM -COM IS GONSp.0.boa N" CLEANDUTE WATERVALVES ETC f\`yFjj FIRST SECOND PAVEMENT SUB pMElpb ppVEl 6j PENETRATIONOLI t CLR N, CONTRACTION CODR ISOLATION ISOLATION XD PSUB OUP POCKET FORMER _ ITYPI - I- CLOSED CELL FOAM RANK WITH ]' SEEDETAILS SWFO ID It SE SHEE'SOT FOR INFORMATION ll1 W'MOF'D DOWEL %J`TE I _ REMOVABLE ZIP STRIP, WRAPPED AROUND IMM MD / DaAENGIOHS tr4'TCN PE NETRATION FULLDEPTHOF PAVEMENT DEPTH -SQUARE DEPTH S]6'AT TIE JOINT. REMOVEZIPSTRIPANOF]UNTHSEAUM \MID EMBEDDED DIAMOD DOWEL RATE SIMILAR iO DETALL 9B SHEET SD]NTH Ig FLUSH DD NGT IST DIAMOND DOWEL DIMENSIONS IITHfA SEAIANT NTH TOP PAVEMENT IrYR REINFORCEMENT POCKET FORMER INSTALLED -SQUARE. CROs JOINT _P. USING FORM TEMPLATE E. AT THE JDINT 1 SLAB PENETRATIONS DETAIL 8 PNA DIAMOND DOWEL PLATE DETAIL (TYP) SD3 NTS SD3 NOTES 1 SAWCUT-TE IN ACCORDANCE -H 1 - CONCRETE PAVEMENT NOTE 16 SHEET SD3. REMOVE ZIP STRIP AND FILL WT HI c CONSTRUCTION JOINT Z WNT AS LONG AS FEASIBLE TO SEAL JOINT SEALANT JOINTS TO ALLOW CONCRER EMBEDDED DIAMOND DOWEL SHRINKAGE TO OCCUR POCMER SEE DETAIL a. TOP OF SHEET Spa 1r. ET sD3 (FI P VEMENT Z 4 DIAMOND DOWEL PLATE f yO SEE DETAIL S SHEET 10111P, L 6 6Gl p 'I •IS'SAWCUT J R'CIDSEDCELLFOAM PUNA W REMOVABLEZP6TPoP. MU51 BE RAL DEPTH 9F SLAB sm [� r hXNLONG ACEDOZA'OL I= COARSE WTI CENTERED MOJOIN JOINT O AGGREGAT BASE ITYP) IAsE"TE COMPRESSIBLE CLOSED m, FOAM PLANK ISOLATION ' ¢ 9A PCC JOINT DETAIL 9B JOINT DETAIL 10 CONSTRUCTION JOINT PARTIAL PLAN DETAIL =�4 SD3 NTS SD3 S SD3 NTs w PCGJDINT N COHb TRUICTI.1 DONT g SEE DETAIL M SHEET SM Q PRJ 4 COFSTRLCn- < mw EMBEDDEDDIAMONDDOWEL �c POCKETFORMER SEE DETAIL. Nom; hg F S 3 SHEE' S. ITYP, SEF PUN REINFORCEMENT DIAMOND DOWEL PLATE DIAMOND DOWEL SEE DETAIL .. SHEET 603,- I CUR SEE DETAIL. SHEET EW rTYPi TOP OF PAVEMENT Q Im • - •' I - d SLAB DEP TH-p e f Q W - (SEE PAVING PUN FOR THCKNE551tZ2 C y W Q O 2Q k N U EMBEDCED DIAMOND DoINEL x u� v E MIN POCKET FORMER SEE DIET I. 2 0= O F 5 O OU W p O SHEET SM I1YP1 - -• _ _ - _- H w J y IMMEDIATELY AFTER REMOVING BULKHEAD, APPLY YS N w> 6 w K m CURING COMPOUND TO PAVEMENT VERTICAL EDGE RS n > H- n K LD N- O AT A COVERAGE RATE OF WO SF MAX PER GALLON ]O iJ02-XwQQ R COARSE AGGREGATE BASE M PROVIDE SKIM COAT OF FIE AGGREGATE.MSE ON TOP Of h X I! LONG REEAR SPACED 0 2T 0 C. COARSE AGGREGATE BASE IF SURFACE M NOT SMOOTH EWESULFALEISSMOOTHAFDPUFMRIMMEpM V CENTERED WITH JOINT ' (TYP) U W n PRIOR TO PLACINGCONCRETE Z N G Q � y CONSTRUCTION JOINT INTERSECTIONa W G z 10B SLAB CONSTRUCTION JOINT SECTION 10C PARTIAL PLAN DETAIL I s a o G_ KI SD3 N'S SD3 NTS W c rQYU Q OI NOTE ISOLATIONJDINT F W W THIS SECTION ASSUMES THE TAN( 4 L) C OR DIMPSTER PAD PAVEMENTNLL TANK OR DUMSTER N N 41SOLATION BE PLACED PRIOR TO TME TMNJER MAIN PAVEMENT PAVEMENT PAVEMENT DINT SOLATIONJOINI REMOVE ZIP STRIP AND RLL NTH JOINT SEALANT SEE DETAIL M SHEET SM J ] ISOLATION JOIN REMOVE ZIP STRIP AND FILL SEE PUN FOR WTH JOMSEALAM SEE DETAIL US SHEET SW LL� Q r REINFORCEMENT dAMONG DOWEL PLATE ] S LLI W D SEE DETAIL 6. SHEET 503,-) 2"CLR SEE PUN FOR I J Y Q Z Z o TOP OF PAVEMENT REINFORCEMENT - LEI Fr O • - • ' F■■: •t • {� a SLAB DEPTH. D DIAMOND DOWEL PLATE SEE DETAIL -i Q i . ■ (SEE PAVING PUN FOR THICKNESS)[n. TOP OF PAVEMENT :CUR a SHEET SN Q Q W ■■■ ._ -' SUB DEPTH • - • • LC QIn = EMBEDDEDDMMONDDOWEl r l _, ' >_: u� O ISEE PANJG PLAN TAM OR DU -TER OR THICKNESS) U o W W POCKET FORMER SEE DETAIL I _ t .' SHEET SD]iTYPi - M� SLABDIEPTR•D 2 Q A �Ayl U) M// m _ (FEE PAVING RAN Z. cn LLL W O IMMEDIATELY AFTER REMOVING BULKHEAO APPLY OR INCNHE55) - ZS CURINGCOMPOUWTOPAVEMENTVERTICAL EWE ATA COVERAGE RATE OF J005F MAX PER GALLON. SZ COARSE AGGREGATE BASE[ - - w W UJ U w ^ COARSE AGGREGATE t1-CL06EDMUFCAMPLANK BASE EMBEODEDDI112 CLOSED CELLFOAM PUNT AMONDDONEI NTH REMOVMLE ZIP STRIP W Q O NTH REMOVABLE ZIP STRIP FULL PAVEMENT POCKET FORMER. SEE DETAIL 6 FULL DEPTH OF PAVEMENT. DEPTH OF SEE DETAIL M SHEET SD]. PROVIDE SKIM COAT OF FINE AGGREGATE BE ON TOP Of SHEET SD31TYP1 SEE DETAIL M SHEET SM 4 LL COARSE AGGREGATE BASE IF SURFACE M NpTSMOOTH PROVIDE SKIM COA T OF FINE AGGREGA TE BASE ON TOP OF COARSE DATE 1/2920 ENSURE SURFACE 15 SMOOTH AND PLANAR IMMEDIATELY AGGREGATE BASE IF SURFACE S NOT SMOOTH. ENSURE SURFACE IS EMOOTHMD PLANAR IMMEDIATELY PRIOR TO PLACING CONCRETE SCALE PRIOR TO PLACINGCONCRETE DRAWN -BV JFV ISOLATION JOINT @ TANK PAD DRAWNGNAME 11A ISOLATION JOINT SECTION 11B AND DUMPSTER PAD PAVEMENT SECTION RAL RALSTAMWR -AL, SD3 SD3 TS SD3 NTS SHEET NO. VERSION REMOVE DP STRIP AN FILL MATH SEALANT. SEE REENTRANT CORNER DETAIL DE TAIL SB SHEET 50] SD4 IAM SAWCUT FULL DEPTH OF EMSTING ASPHALT A 016TANCE ASPHALT DIAMOND DOWEL RATE BACK FROM EXISTING EDGE TO ENSURE A STRAIGHT EDGE ALONG ENTIRE LENGTH A: PAVEMENT OBTAIN OWNERS S 2 S 2 REPRESENTATIVE APPRpVAL PRIOR TO MWCU NG E IMO EXISTINO CONCRETE SET bOUARE DOWEL SAWCUT EXISTING SUB FLAL OEPM Br OTHERS PAVEMENT WNONSIL& GROUT ¢ 2 EXISTING O OP. ASPHALT - SEE PANNG PIAN FOR REINFORCEMENT SEE DETAILS SHEET SDJ TOPOF PAVEMENT 11 SUB DEPTH TI -SQUARE • IO LONG ISEE PAVING PUN COCRETE !y■P OR MCKNESS 1 ` ENSURE SAL IS WELL \ 'I - - COURSE AGGREDATE COMPACTED Irr CLOSEOCELLFOAM PUNK MSE A6 WTH REMOVABLE ZIP STRIP IMATCM NDOEPTH FALL DEPTH OF PAVEMENT NOTES SEE DETAIL W. SHEET SDJ I. REFER TO LOCAL JU ISdCTION REQUIREMENTS FOR SPECIFIC CONNECTION DEI.. CONCRETE / EXISTING ASPHALT 6 SECTION : FOR THCKNE551 SD4 NTS TWO (2) M REBAS X DQ LONG I- T CLEAR FgOM TDP oc sLAe SUB JOINT � 1- CLR. (4 DISCONTINUOUS SLAB 8 REINFORCEMENT JOINT DETAIL SD4 NTS EMBEDDEDOAMONDDOWEL CL ISOLATION DANT POCKET FORMER. SEET DETAIL b SHEET SM (TYP). CONCRETE B �1 SEE DETAIL 132 SHEET SHEET bG U I SIN t2CLOSED CELL FOAM PLANK Kau Y WTH REMOVABLE ZIP STRIP FULL DEPTH OF SUB SEE n H DETAIL OR SHEET SDJ FJ REAR LOMINOLS IS WTH 12' LAP SPLICE �. DAMAD DOWEL PLATE •� SEE DETAX. B SHEET 5- I -P, tea L SDI � I HANDICAP SIGNAGE SEE DETAIL 12A SHEET SDI T GLA FROM ISOLATION JdM O FACE OF BOL— Fl-ISOLATION JOINT @ SIDEWALK 12 PARTIAL PLAN SD4 N-5 NOTES 1 SEE DETAIL B. SHEET SW FOR INFORMATION NOT .— FACE OF DISPENSER MIND REMOVE ZIP STRIP AND FILL WTH SEALANT. SIMILAR TO DETAIL N SHEET SO] WTH T SEALANT FLUSH WITH TOP OF PAVEMENT CLR 1. SEE PAVING PLAN FOR REINFORCEMENT TOP OF PAVEMENT 12' CLOSED CELL FOAM PUNK WTH REMOVABLE ZIP STRIP WRAPPED AROUND DISPENSER ISLAND TO ENSURE COMPLETE SEPARATION .. OF PAVEMENTANDOLSPENSERISUND SIMILAR TO DETAIL 9B SHEET SOD ENSURE FOAM PUNK IS FLUSH .- - WTHMSE OURSE .--Tl PROVIDE COATOFFINE AGGREGATE BASEONTOP Oi BASE COARSE AGGREGATE BASE IF SURFACE IS NOT SMOOTH ENSURE SURFACE IS 5400TH AND PLANAR IMMEDIATELY PRIOR TO PULVJG CONCRETE 3 DISPENSER ISLAND SECTION SD4 NTS REMOVEZIPSTRIPANDFILLNIHISOLATION SEALANT SEE DETAILBB SHEETSDD 4ppJT REENTRANT CORNER DETAIL REMOVE IIP STRIP AND FILL WTH SD4 IAM SEALANT SEE DETAIL 98 SHEET SOD. ASPHALT DIAMOND DOWEL RATE DRILL I'. DIAMETER HOLE 5 -TO CONCRETE BOLLARD SEE DETAIL 1D, SHEET SDI THCILNESS AND MSE ASPHALT E IMO EXISTINO CONCRETE SET bOUARE DOWEL SAWCUT EXISTING SUB FLAL OEPM Br OTHERS PAVEMENT WNONSIL& GROUT ISOLATION F APPLY BONOBRET TO SUB VERTCALEOGE TOP OF PAVEMENT SEE DETAILS SHEET SDJ JO41T (AVOID APPLYING TO TOP OFSUB). EXISTING TI -SQUARE • IO LONG ] SUB DEPTH COCRETE W'A'EL 021. OL b _ (SEE PAVING PLAN CONCRETE b Wr P. DOWEL CLIP TOP OF PAVEMENT M E•__••• FOR THICKNESS) GEOTEXTILE- - �( A6 COURSE IMATCM NDOEPTH SUB DEPTH ENSURE 60R IS BASE TE MANHOLE OR "JM•!� ,: .. )SEE PAVING PUN WELL COMPACTED OPEN-WTHN : FOR THCKNE551 CAOSEDCELL FOAM PLANK :j • COURSE—FIEGATE WT REMOVABLEZIPSTRIP ENSURE SAL 15 MSE DIAMOND DOWEL DEPTH OF PAVEMENT POCKETFORMER SEE DETAIL 96 SHEET SOD WEU LOMPMATACTE 1T CLOSED CELL FOA. RIP WTH TRENCH C TgEpRAINANO ISOLATION U PROVIDESTF FINE DEPTH OF PTHOFFAVEMNT NOTES BASE ON TOP AGGREGATE MSE TE TOv IF COARSE IF SHEET SM SEE DETAIL BB. SHEET SM SEE I REFER TO LOCAL JURISDICTION REQUIREMENTS FOR SPECIFIC SNOTS SMOOTH SURFACE SURFACE NOT SMOOTH SMOOTH NOTES CONNECTION DETAILS. AMREIMMDI ANO PLANAR IMMEDIATELY PRIOR TO PLACING CONORE TE t IF EXISTING SURF LTHIN A TRENCH OMAN TO EXTENO IO FACE OF CV) 5 -V2 -THICK NOTIFY OSNETYb REPRESENTATIVE CONCRETE / NEW ASPHALT CONCRETE / EXISTING CONCRETE 6A SECTION 6B SECTION SD4 NTS SD4 NTS TWO (Z) M REARS IF REINFORCE MEAT WILL CROSS A CONSTRUCTION XTQ LONG JAM ORCONTFUCTIONANT REI -OCA ', CLEAR FROM REINFORCEMENT TO CIES JOINT BY r TOP OF SUB ae REENTRANT r. CORNER CCR. TYPICAL REENTRANT CORNER DETAIL I CLR REENTRANT 4 (TYPI CORNER 1-1? CLP TOP OF PAVEMENT • r - SUBDEP H "EE PAVING PUN OR THICKNESS) CO RSE AGE E BASE PROVIDE SKIM COAT OF FIN AGGREGATE MSE ON TOP OF COARSE AGGREGATE BABE IF SURFACE IS NOT SMOOTH ENSURE SURFACE IS SMOOTH AND PUNA IMMEDATELY PRIOR TO PLACINO CONGRE TE 9 REENTRANT CORNER DETAIL 9A REENTRANT CORNER SECTION SD4 IAM SD4 rvTb AND FlLL W TH SEALANT. TURNOO WN DEPTH OF CONCRETE BOLLARD SEE DETAIL 1D, SHEET SDI REENTRANT CORNER �— -! SIDEWALK TO FOR INFORMATION NOT SHCVPj a L2'; CADMIUM PLATED BOLT (TVP.) - " NOTES MATCH DEPTHG 24T 1 TRENCH DRAIN TO BE 1-10 CLR FROM TOP (TYP) PARKNG PAVEMENT REMOVE ZIP STRIP ANO BUILDING ILL WTH SEALANT SINUR TO DE TAIL M TVD (2)-M REARS SIDE_UKTYPE AND GAGE OF MATERIAL FOR SHEET SD] -CLR FROM TOP (TMP)- CONCRETE b SGUM TO BE FLUSH MDL ANA POST SHALL MEET OR WTH TOP OF PAVEMENT EMCEED LOCAL SIGN REQUIREMENTS SEE ARCHTECTUAAL PUNS h q"soMT� OR REINFORCEMENT J' CU �• Iy' 1 DIKING PAVEMENT W> i iCl•(T.'41JCJ(.y :•I-. y[y:-N'\ AGGREGATE g ..,. ,:.,vNyS:A�la v �auv.Su vi MSE TRANSITION FROM ' /. L'- dAMDNO DOVJELPUIE IT TO A'COFCRETE _ SEE DETAIL B SHEET SOD IIYPI n PROVIDE IH- THICK MASTIC .J EMBEDDED DIAMOND DOWEL COATING ON EXPOSED PORTION POCKET FORMER SEE DETAIL e OF BOLURDBELOW TOP OF SHEET SDD RVPI. PAVEMENT TO PREVENT CORROSION f.: b �\ FOAM PLANA TO BE FULL DEPTH OF -- - - -�� PAVEMENT VRA PPED AROUND BOLLARD - IOREMRCONTINIX)IS TOENSURECOMPLETESEPIRITIONOF -:'DIA. WTHtr LAPSPUCE CONCRETE AND BOLLARD EINLIR TO - --- DE TAIL SB SHEET SDJ 12A BOLLARD @ SIDEWALK SECTION SD4 N -b 117 TWO 121-N REARS tCLR CLR FROM TOP ITYPL _UDE HOG WRE XI FLATSNEETS -CLOSED CELL FOAM 2 V PAVEMENT CONSTRUCTION OR CONTRACTION JAMS SEE PAVING PUN b IAM FOR EXACT LOCATIONS (TVP) AND FlLL W TH SEALANT. HIGH PAM SINUR i0 DETAIN % SHEET SOD WTH SEALANT REENTRANT CORNER �— -! FLUSH WTH TOP PAVEMENT REINFORCEMENT " - - " NOTES SEE DETAIL B. SHEET SDI L -"------'----------"'---J (TYp) Yd 24T 1 TRENCH DRAIN TO BE 1-10 CLR FROM TOP (TYP) ISOLATION JdNTSONALL ITVPI ISOLATED ON ALL SIDES WTH ISOUTCN JOINT. SEE SIDES OF TRENCH JUIN �F'`E\-SO2- DETAIL 11, SHEET SO] TVD (2)-M REARS SEE DETAIL II SHEET SD] ITYR 2 2-0- (ON) CLEARANCE BE 1 WEEN EDGE OF -CLR FROM TOP (TMP)- SITE TRENCH DRAIN PLAN ANNA TRENOHDRAINTS 5A h'3 ISOLATION SD4 NTS BEYOND 1 MANHOLE OR CURB (T ) PAVEMENT CONSTRUCTION OR PEA GRAVEL TO GRADE OPEN-WTHN CONTRACTON JOINTS SEE PAVING PUN FOR EAACT LOCATIONS ITYR NOTES t TRENCH RUIN TO BE ISOLATED ON BOTH SIDES WTHISOUTION JAM SEE MTALL _ MONOUTHCALLV POURED 11 SHEETSM TRENCHDRIVEWAY •• - TRENCH DRAINS. SEE I TCLEARANCEBETWEENEDGE OF -- ----------------- DETAIL I. SHEET SDI TRENCH C TgEpRAINANO ISOLATION U 24.SEE NOTE IIP) I CIRBINO BETWEEN ISOUTICN JAMB TO i ITVPL ISOLATION__' ON BOTH SIDES BE A MONOLITHIC POUR INSTALLED AND FORMED AT TIME OF TRENCH DRAIN Of TRENCH RUIN 502 SEE DETAIL I I SHEET SOD MP) CONCRETE SEE DETAIL )SHEETSDI A TRENCH OMAN TO EXTENO IO FACE OF LIRE 5B DRIVEWAY TRENCH DRAIN PLAN SD4 NTb TWO 121-N REARS tCLR CLR FROM TOP ITYPL _UDE HOG WRE XI FLATSNEETS -CLOSED CELL FOAM r PINK WTH REMOVABLE b VP TRIP, FULLDEPTH OF SUB. REMOVE 21P STRIP LOW POINT AND FlLL W TH SEALANT. HIGH PAM SINUR i0 DETAIN % SHEET SOD WTH SEALANT RO -' SEE DETAIL t0.5HEET5d D SHEET FLUSH WTH TOP PAVEMENT TWO (2)-H REARS 1' CLR FROM TOP (INPI 7 TANK MANHOLE PLAN SD4 NTS THREE (3).04 REBARS X 4'-0- LONG, 1-12' CLR I FROM TOP (TVP) FA ED `EO M EQ CURB \ I (TVP) r )TVP, EDGE OF PAVMEM ICU ®CURB RADIUS irP 4 REARS SEE OETAIL2 SHEET SEM EXTENSION OF COMTUCTION JOINT OR CONSTRUCTION JdM SEE PAVING PUN FOA EXACT LOG TIONS SEE PAVING PLAN FOR REINFORCEMENT CLR TMP) 10 RADIUS REINFORCEMENT DETAIL SD4 NTS CONCRETE BOLLARD r SEE DETAIL IM, SHEET SOI FOR INFORMATION NOT MOWN b EMBEDMENT DEPTH LOW POINT 2" DIA BV 154 (MALL THICKNESS HIGH PAM OF PAVEMENT RO -' SEE DETAIL t0.5HEET5d D SHEET OF PAVEMENT SEE PAVING PUN FOR TING (21 -II REARS IPI B REINFORCEMENT 1-10 CLR FROM TOP (TYP) ZO O EXCEED t Q (TYp) _ MANHOLE 12 TVD (2)-M REARS '_ - .:. 1 - _ _ _ _ _ -CLR FROM TOP (TMP)- NTS h'3 PAVE E AVEMEM tj1.f i FILTER BEYOND 1 MANHOLE OR As— PEA GRAVEL TO GRADE OPEN-WTHN TANK RT I-GAIOE HOG XI FLATSNEETSTS EXTENSION OF COMTUCTION JOINT OR CONSTRUCTION JdM SEE PAVING PUN FOA EXACT LOG TIONS SEE PAVING PLAN FOR REINFORCEMENT CLR TMP) 10 RADIUS REINFORCEMENT DETAIL SD4 NTS CONCRETE BOLLARD 1� SEE DETAIL IM, SHEET SOI FOR INFORMATION NOT MOWN b CURS b 2" DIA BV 154 (MALL THICKNESS SEEIOE RERI WLVA IIED POS - RO -' SEE DETAIL t0.5HEET5d D SHEET C RB 12B HANDICAP SIGNAGE DETAIL SD4 NTS NOTES 1 REFER TO LOCAL JURMMCTIDN REQUIREMENTS FOR SPECIFlC DETALLS 2 CONTRACTOR SHALL VERIFY ALL THE REQUIRED INFORMATION ECESSA" AT EACH SIGN WTH LOCAL AU7MMMS PRIOR TO WCWSINO 7A TANK MANHOLE SECTION SD4 NTd RADIIA REINFORCEMENT SEE DETAIL IO SHEET SO4 CONTRACTION ORC NB`RUC110N JdNITS. SEE PAVING PUN FOR EXACT LOCATIONS RATS OF A B NOT TO < EXCEED In Q D Z m 2 N ^ � Q � �3a �C.Z a�Qo QUA Kam' W o W U., 9N5 (D En J LU Lu W C:) Y Z zo z (Y- O ja S Q 2 LL U ~ � W CIO c 'QFFTA -a O U W VCD W UU () °� Yc W Q (n U 9 DATE 12920 SCALE DRAWN -BY JFV DRAWING NAME SD4 1 SHEET NO. VERSION 1� RAMOE SAWCUT CURS -- AT CURB FACE SAW LRS SEEIOE RERI RO -' SEE DETAIL t0.5HEET5d D SHEET C RB IPI B JAMS NOT O EXCEED 15L, JOINT SPACING DETAIL 11 PARTIAL PLAN (TYP) SD4 NTS RATS OF A B NOT TO < EXCEED In Q D Z m 2 N ^ � Q � �3a �C.Z a�Qo QUA Kam' W o W U., 9N5 (D En J LU Lu W C:) Y Z zo z (Y- O ja S Q 2 LL U ~ � W CIO c 'QFFTA -a O U W VCD W UU () °� Yc W Q (n U 9 DATE 12920 SCALE DRAWN -BY JFV DRAWING NAME SD4 1 SHEET NO. VERSION 1 DECORATIVE PAVER SECTION DETAIL SD5 N -S REMOVE LIP STRIP AND FILL WITH SEALANT SEE M, 9B. SHEETS"]. SHED OR CATCH —8SEALANT TO BE FLUSH WITH SEE DETAILS I { Z SHEET SDS TOP OF PAVEMENT FOR INFORIMTON NOT SHCNIIN Ta CJ 4 )Sou AIM DN ISOLATION JOINT PCC DINT CONVENTIONAL CONCRETE REMOVE LP STRIP AND FILL SEE DETAIL SA IT MNPAVEMENT J J WITH,OINTSEALANT SEE DETAIL 9B. SHEET SD6 SHEET SW (TVP, SEE PUN FOR REINFORCEMENT DIAMOND DOWEL PLATE SEE DETAIL a SHEET SW ITYPI STANDARD CONCRETE - REINFORCEMENT DECORATIVE CONCRETE PAVER PAVEMENT 2- CLR Z i OR STA LIED CONCRETE TOP OF PAVEMENT • - • .• a SLAB CEPYH•D I ( • (SEE PAVING PLAN _ FOR THICKNESS) FOR TNCAFESS) EMBEDDEDDIALOIG DONEL TVLO ,21CON11NWU5 9'l POCKET FORMER SEE DETAIL e. �' - - _, --R VATH n M d SHEET EM MPI - TRAVERSE BA 05 EVERY THREE I]I FEET IMMEONTELV AFTER REMOVING I COARSE TE DECORATIVE CONCRETE BULKHIUD. APP LV CURING BASE BASE PAVEMENT PAVEMENT COMEDO ,COARSE ATO EDGEAT ACWERAGF VTE OF RATE OF ZCp SF MAX PER GALLON VASHED.PE RADSD I CLOSED CELL FOAM N RLAN ADGREDATE {R I WITH REMOVABLE ZIPSTRIP BASE COARSE AGWEWTE BASE . - pEPM OF P SEE SEE DETAIL 9B SHEETSM 1 DECORATIVE PAVER SECTION DETAIL SD5 N -S REMOVE LIP STRIP AND FILL WITH SEALANT SEE M, 9B. SHEETS"]. SHED OR CATCH —8SEALANT TO BE FLUSH WITH SEE DETAILS I { Z SHEET SDS TOP OF PAVEMENT FOR INFORIMTON NOT SHCNIIN Ta CJ 2 DECORATIVE PAVER PARTIAL PLAN SD5 NTS REMOVE DP STRIP AND FILL MATH SEALANT SEE DETAIL! SLEETS"] SEALANT TO BE FLUSH WM T TOP OF FAVEMENT 4 ISOLATON JOINT 1? CLOSED CELL FOAM PUAML WITH)M REOVABLE DP STRIP. OEPTHOF PAVEMENT SEE DETAIL. SHEETSED PERVIOUS CONCRETE PAVELENT TOP OF PAVEMENT t_S SLAB DEPTH - D B' YM )BEE PAVIND PLAN - - FOR THACKNESS) ____ ____ ----------------- __ _______________________ COARSE AGGREGATE BASE NONWOVEN GEOTEXTILE FABRIC co- TED SLIBGRADE 0TIN PERMEABILITY W O%SLOPE) PERVIOUS CONCRETE PCC DINT CONVENTIONAL CONCRETE SEE DETAIL SA IT MNPAVEMENT iS NN SHEET SW (TVP, REENTRANT CORNER STANDARD CONCRETE - REINFORCEMENT PAVEMENT SEE DETML 9 SHEET SDA ITYP) Z i , ` r —qr— -1 DIA—pD'A£L PLATE SLAB DEPTH • D (SEE PAVING PIAN I ( SEE DETAIL 6 SHEET 60]I- b FOR THICKNESS) EMBEDDED DIALeOND DOWEL POCKET FORMER SEE DETAIL SLEET 6D]ITYPI ISOUITON_NT SEE DETAIL 11 SHEET SM ITWI 1 I DECORATIVE CONCRETE PAVEMENT ,COARSE 2 DECORATIVE PAVER PARTIAL PLAN SD5 NTS REMOVE DP STRIP AND FILL MATH SEALANT SEE DETAIL! SLEETS"] SEALANT TO BE FLUSH WM T TOP OF FAVEMENT 4 ISOLATON JOINT 1? CLOSED CELL FOAM PUAML WITH)M REOVABLE DP STRIP. OEPTHOF PAVEMENT SEE DETAIL. SHEETSED PERVIOUS CONCRETE PAVELENT TOP OF PAVEMENT t_S SLAB DEPTH - D B' YM )BEE PAVIND PLAN - - FOR THACKNESS) ____ ____ ----------------- __ _______________________ COARSE AGGREGATE BASE NONWOVEN GEOTEXTILE FABRIC co- TED SLIBGRADE 0TIN PERMEABILITY W O%SLOPE) PERVIOUS CONCRETE PERVK%JS CONCRETE CONVENTIONAL CONCRETE PAVEMENT IT MNPAVEMENT iS NN PAVEMENT ' • n TOP OF PAVEWNR Z i = 2 ' SLAB DEPTH • D (SEE PAVING PIAN b _ • h b FOR THICKNESS) ,COARSE COARSE- CRSE AGGRE WTE VASHED.PE RADSD ADGREDATE {R BASE COARSE AGWEWTE BASE . - BASE RASE WASHED OPENJGRADED EE I? GLDSED CELL FOAM PLANK COARSE AGGREGATE BASE GI FABRIC WITH REMOVABLE DP STRIP FULL DEPTH OF PAVEMENT AGGREGATE BASE TO NONYNOVEN GEOTE%TILE FABRIC COMPACTED SUBORAOE SEE DETAIL90 SHEETS"] EXTEND PAST CURB COMPACTED SUBGRADE MN DS— PERMEABILITY W M SLOPE, OU6HG INSTALLATION )MIN O T HR PERMEA&LLTY W D% SLOPE, D' • DEPTHOF AGGREGATE DETERHANED D- • DEPTH OF AGGREWTE OSTER— BY STORAGE NEEDS BASED ON %OF POROSITY OF BY STORAGE NEEDS BASED ON %OF POROSITYOF AGGREGATE RESERVIOR AGGREWTE RESERVIOR 5 PERVIOUS CONCRETE @ CURB DETAIL SD5 N*S NOTE TO CIVIL ENGINEERING COMPANY FOR DETAILS 5 8 6 SHEET SD5 ENGINEER TO DETERMINE DEPTH OF AGGREGATE BASE PER NOTED' PERVIOUS CONCRETE / CONVENTIONAL CONCRETE g DETAIL SD5 N-5 3 PERVIOUS CONCRETE DETAIL SD5 N^5 CL BUTT JOINT PERVIOUS CONCRETE PAVEWNT PERVIOUS CONCRETE PAVEMENT TOP OF PAVEMENT SUB DEPTH • 0 6 MIN FOR PAVMG PUN ' - - OR THICKNESS) ..............................................WASHED On—F.XD COARSE AGGREGATE BASE NOINWVENGEOTE%TILE FABRIC COMPACTED EIJBGRADE -T HR PERLEABIUTV W "%SLOPE, 4 PERVIOUS CONCRETE - BUTT JOINT DETAIL SD5 NTS Q O I-- YN � � S Q a F LEi Q�3� aLL mLL5�W3o Q��O�OOUWw r N 0, 5 %wLQWLQ2JwK OUQiw62n D. l� J Lu LU o Y Z Zo Qo � Q� Q = L U U) ow �m (n W0 to Q .60 c) wC7 w U oY Q °� 0 Lu DATE 12920 SCALE DRAWN -BY JFV DRAW WG NAMIE SD5 1 SHEET NO. VERSION RE MOVE —STRIPAND FILL WHEN WATERFLOWS AWAY V SEALANT FRDMCWB SLOPEOF SEE OE TAILB8 SIEETSD] GLITTER TOWTCHSLOPEOF SEALANT TO BE FLLSH WTH ACJACENT PAVEMENT H� —LIS TOP OF PAVEMENT WAND TOOLED S Z.Q. 1d 6 SEE PLAN FOR REINFORCEMENT h RESAP b ] s: AGGREGATE T•� ` b BASE ✓ J+` REBAR` J' D MIN SPAC OC f CENTERED WITH WITHJ JOINT COMPACTED SLX]GRApE I CLOSEDCELL FOAM- AGGREGATE BASE WITHRFMOVABLE ZIP STRIP TO EXTEND PAST CURB LAL DEPTH OF SLAB DIMING INSTALLATION FE OFTML N SHEET SO] (—) NOTES I CWB CONSTRICTION AND CONTRACTION JOINTS LOCATIONS NOT TO EXCEED IO FEET Z 6AWCUL CONTRACTION JOINTS tl5' MADE BY t-trY DEEP AS SOON AS CONCRETE HMS HMROEH£D SLFFICIENTLY TO PREVENT RAVELING OR DISLODGING OF AGGREGATES ] SAWC1.T CONSTRLICTION JOINTS L IC WOE BY t' DEEP SIMIIR TO DETAIL SA SHEET SD]. A VERIFY JOINT LOCATIONS WITH THE OWNERS REPRESENTATIVE 1 CATCH CURB DETAIL @ CONCRETE SLAB SD6 — 5 EDO DISPENSER ISLAND DETAIL SD6 N -B SEE DETAILS 1 SHEET SOS FOR INFORMATION NOT SHOWN SLOPE OF CURB TO MATCH SEE PAVEMENT PLAN FOR AWACENT PAVEMENT REINFORCEMENT S-0 TANK PAD PAVEMENT 2� wg6 1 K• • • • M � �II}}1 FS TSH COMPACTED {zjj, Fj.-r SUBGRADE PEA GRAVEL TO GRADE WITHIN ANKPT NOTES I GARB CONSIRL.CTION AND CONTRACTION JOINTSL 111 HOT TO EXCEED IO FEET Z SANCIIT LONiTUCTION JOINTS 12' WIDE BY I— DEEP AS SOON AS CONCRETE HAS HW MWDSWRCIENTLYTOPRE WRAVELINGORDSLOODINGOFAGGREGATES ] SAWCUi CONKTIillOT10H JOWTS tm 1NOE BY t-pEEP SIMKAR TO DETAILBA,SHEETSW. VERITY JOINT LOCATIONS WITH THE OWNERS REPRESENTATIVE A T45 CWB TYPE IS TO BE USED ALONG THE CIMB LINE ADJACENT TO THE TANK PAVEMENT SEE PUN FOR LOCATION. 2 TANK AREA CURB DETAIL SD6 -s 6 EDO CANOPY ACCESSORIES LAYOUT SD6 ITS SEE DETAIL t SHEET 505 FOR INFORMATION NOT SHOWN SLOPE OF CUR8 i0 MATCH SEE PAVEMENT PUN FOR ADJACENT PAVEMENT REINFORCEMENT Yd CONCRETE PAVEMENT AGGREGATE BASE ,. .... .. ,. ...�' T 8' MIN COWACIED SIARGRADE AGGREGATE BASE TO EXTEND PAST CURB HORS OWING INSTALLATION I CWB CONSTRIICTIONAND CONTRACTION JDINTS LOCATIONS HOT TD EXCEED IO FEET Z SANCUi CONTRACTION AWLS Id NIpE BY I.tT DEEP AS SOON AS CONCRETE HMS FWROENEDSLFFI NTLYTOPREVENTRAVELINGOADISLODGIHOOFAGGREGATES ] SAWCUTCOWTRLCTIONJDINTS12'WIDEBVI-DEEPSINLRTOOETAILBASHEETS00 VERIFY JOINT LOCATIONS WITH THE OWNERS REPRESENTATIVE A THIS CWB TYPE IS TO BF LSED ALONG THE CWB LINE ADJACENT TO THE DRIVEWAY TRENCH pUIW SEE PAN FOR LOCATIONS 3 MONOLITHIC CURB DETAIL SD6 ITS NOTES I BLJMPERPOSTSTOBEPLUABANDAOGNEDINASTRAK. ONEANDFILLEDMATHGONCRETE. 1. TOPS TO BE GROUND SMOOTHW SOWRE EDGE THE PRIMED WIIH'END RIbi-BY DURO AHD PAkITEDMIITH IHDUSTPoAI pl RASED E WMEL COLOIL TO MATCH DECORAINE LIGHT POLES ] REFERTOPAMHOPIANFOREXACTCONCRETETHICKNESS A REFER TO PAVING PUN FOR CONCRETE COMPRESSIVE STRENGTH 8 EL•GRAOE COMPACTION REOUREMENTS 4 DIESEL CANOPY BOLLARD DETAIL SD6 NTS 7 YARD HYDRANT DETAIL SD6 ITS Cn J Lu LU C) Y Z Zo ILL) Lr O w cr Q � Qo _ 2 Q =LL U F_ ow �m co U3 Q .6 o L) w (DLJ U ^ Y Q 1 o8 T o Lu In U DATE 12820 SCALE DRAWN -BY JFV DRAWING NAME RM^ -F' RAC S'Ar.0I.R0 0E'u3 SD6 1 SHEET NO. VERSION Q PRODUCT VJOOOFORD MODEL Y]A 8 DISPENSER FREUELESS K BEYOND rARD HYDRANT V � � CONCRETEBOLURp F MODELND O REEZELESS DISPENSER SEE DIE TAIL A SHEET SM\ -R. —w ISLAND i BEYOND b w AGGREGATE BASE - ZO t S 1S- 4 ,...,�..,. �r.P I�.BE_. 113' WATER SUPPLY FROM ] .511E WATER SUPPLY'l1NE WATER GY _ . 'OMA COL.— SLIPPY _. L SMIIATERSUPPLYF -11, 'SIT SECTION VIEW PLAN VIEW wTEs 1 SEE 'SITE PIAN FOR EXACT LCGAtIONS Z. REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS ] RE FERTOPAMNGPANFORLO RETECWM ESENESTRENGTHS SUEGRADE COMPACTION REOUREMENTS 7 YARD HYDRANT DETAIL SD6 ITS Cn J Lu LU C) Y Z Zo ILL) Lr O w cr Q � Qo _ 2 Q =LL U F_ ow �m co U3 Q .6 o L) w (DLJ U ^ Y Q 1 o8 T o Lu In U DATE 12820 SCALE DRAWN -BY JFV DRAWING NAME RM^ -F' RAC S'Ar.0I.R0 0E'u3 SD6 1 SHEET NO. VERSION 1 DECORATIVE PAVER SECTION DETAIL SD5 NTS REMOVE ZIP STRIP AND FILL VATH SEALANT SEE DETAIL 98, SHEET SD]. SHED OR CATCH CURS SEALANT TO BE FLUSH WTTN SEE DETAILS 14 Z. SHEET SDI TOP OF PAVE W NT. FOR INFORMATION NOT SNIOVM T -r PERVIOUS CONCRETE I: MIN PAVEMENT M., b b tr b b v MIN COARSE AGGREGATE BASE WASHED OPENGRADED GNONWOVEN 1T CLOSED CELL FOAM PLANK COARSE AGGREGATE BASE FABRIC WITH REMOVABLE ZIP STRIP FULL DEPTHOF PAVEWNT AGGREGATE BASE TO COMPACTED SLIBGRADE SEE DETAIISIB SHEET SO3 EXTEND PAST CWB IMN OS — PER WABILM 0 (M SLOPE) DURING INSTALLATION D' - DEPTH OF AGGREGATE DETERL9NED BY STORAGE NEECS BASED ON %OF POROSITY OF AGGREGATE RESET -OR 5 PERVIOUS CONCRETE @ CURB DETAIL SD5 - NOTE TO CIVIL ENGINEERING COMPANY FOR DETAILS 5 & 6 SHEET SOS ENGINEER TO DETERMINE DEPTH OF AGGREGATE BASE PER NOTE "O C, 1601 qN G TOP OF PAVEMENT L� ,DINT ISOLATION JOINT PLC,DIM _ REMOVE ZIP STRIP AND FILL SEE DETAIL 9A WITH JOINT SEALANT. __ _________ _________ _' - ----- �� - SHEET SDJ ITYPI ]' SEE DETAIL 98 SHEET SCO ]' COWACTED SUBGRADE STANDARD CONCRETE SEE PIAN FOR DIAMOND DOWEL ELATE PAVEMENT REINFORCENENT SEE DETAIL A. SHEET SW ffVPl FOR MCKFESM DECORATIVE CONCRETE PAVER r CLR OR STAMPED CONCRETE DIAMOND DOWEL RLATE SEE DETAIL S SHEET SD] I",, TOP OF PAVEMENT • • COARSE EMBEDDED DIAMOND DOWEL WASHED OPENGRADED COARSE AGGREGATE EASE ----------------- ,. _. AGGREGATE BASE ❑ SLAB OE 21.11 );' MIN _ COMPACTED SLISGRADE (SEE PAVINGPLPL AN OR TIiCKNF651 ISOLATION JOINT ' .5 IMIN 0'1HR PERWABIUTV W 0%SLOPE, SEE DETAIL 11 SHEETSG31TYP. EMBEDDED DIAMOND D L TVv0121 CONINWUS 3'P POCNET FORMER SEE DETAIL A. - LM - i - -- _� - s] REBARS H 3 M SHEET SD31TYP). - TRAVERSE BARS EVERv THREE 13, FEET COARSE I EDATELYAFTERREMOVIAG AGGREGATE BLRKIEADAPPLY NT BASE LOMPODAp TO PAVEMENT VERTICALEDD AT A COVERAGE 33 RATE OF ]IID SF LUX PER GALLON. IT CLOSED CELL FOAM PUNY WITH REMOVABLE IIP STRIP FUL DEPTH OF PAVEMENT SEE DETAIL 9B SHEET SCO 1 DECORATIVE PAVER SECTION DETAIL SD5 NTS REMOVE ZIP STRIP AND FILL VATH SEALANT SEE DETAIL 98, SHEET SD]. SHED OR CATCH CURS SEALANT TO BE FLUSH WTTN SEE DETAILS 14 Z. SHEET SDI TOP OF PAVE W NT. FOR INFORMATION NOT SNIOVM T -r PERVIOUS CONCRETE I: MIN PAVEMENT M., b b tr b b v MIN COARSE AGGREGATE BASE WASHED OPENGRADED GNONWOVEN 1T CLOSED CELL FOAM PLANK COARSE AGGREGATE BASE FABRIC WITH REMOVABLE ZIP STRIP FULL DEPTHOF PAVEWNT AGGREGATE BASE TO COMPACTED SLIBGRADE SEE DETAIISIB SHEET SO3 EXTEND PAST CWB IMN OS — PER WABILM 0 (M SLOPE) DURING INSTALLATION D' - DEPTH OF AGGREGATE DETERL9NED BY STORAGE NEECS BASED ON %OF POROSITY OF AGGREGATE RESET -OR 5 PERVIOUS CONCRETE @ CURB DETAIL SD5 - NOTE TO CIVIL ENGINEERING COMPANY FOR DETAILS 5 & 6 SHEET SOS ENGINEER TO DETERMINE DEPTH OF AGGREGATE BASE PER NOTE "O 2 DECORATIVE PAVER PARTIAL PLAN SD5 HTS REMOVE ZIP STRIP AND FILL I NTH SEALANT SEE OETAILBB. 6HEETSW SEAIAM TO BE FLUSH WITH TOP OF -NT NT IT CLOSED CELL FOAM PUNK MATH REMOVABLE ZIP STRIP, FULL DEPTH OF PAVE W M SEE DETAIL 9B SNEET SD] PERVIOUS CONCRETE PAVEMENT 4 ISOLATION JOINT G TOP OF PAVEMENT L� SLAB DEPTM - D PLC,DIM _ PAVING PLAN SEE DETAIL 9A WASFEDOPENGRADEO __ _________ _________ _' - ----- �� - SHEET SDJ ITYPI REENTRANT CORNER COWACTED SUBGRADE STANDARD CONCRETE REINFORCEMENT PAVEMENT SEE DETAIL 9 SHEET SDA "p, FOR MCKFESM 'j DIAMOND DOWEL RLATE SEE DETAIL S SHEET SD] I",, COARSE EMBEDDED DIAMOND DOWEL WASHED OPENGRADED COARSE AGGREGATE EASE ----------------- ,. _. AGGREGATE BASE POCKETFORMER SEE OETAILM NONWOVEN GEOTE%TILE FABRIC 21.11 );' MIN SHEET SD] ITV P1 COMPACTED SLISGRADE ISOLATION JOINT .5 IMIN 0'1HR PERWABIUTV W 0%SLOPE, SEE DETAIL 11 SHEETSG31TYP. D' -DEPTH OF AGGREGATE DETERIANED DECORATNE CONCRETE BY STORAGE NEEDS BASED ON % POROSITY OF AGGREGATE RESERVIOR PAVEMENT 2 DECORATIVE PAVER PARTIAL PLAN SD5 HTS REMOVE ZIP STRIP AND FILL I NTH SEALANT SEE OETAILBB. 6HEETSW SEAIAM TO BE FLUSH WITH TOP OF -NT NT IT CLOSED CELL FOAM PUNK MATH REMOVABLE ZIP STRIP, FULL DEPTH OF PAVE W M SEE DETAIL 9B SNEET SD] PERVIOUS CONCRETE PAVEMENT 4 ISOLATION JOINT TOP OF PAVEMENT L� SLAB DEPTM - D S' NN _ PAVING PLAN FOR OR 11iCKNE56) WASFEDOPENGRADEO __ _________ _________ _' - ----- �� - COARSE AGGREGATE BASE NONM EN GEOTEXTILE FASRK COWACTED SUBGRADE SLAB DEPTH - D MRN 0.YIHR PERMEABILITY W 0%6LOPEI PERVIOUS CONCRETE / CONVENTIONAL CONCRETE g DETAIL SD5 TS 3 PERVIOUS CONCRETE DETAIL SD5 NTs 4 BUTT JOINT PERVIOUS CONCRETE PAVE WNT PERVIOUS CONCRETE PAVEMENT TOP OF PAVEMENT sLAB DEPTH - D -N (SEE PAVING PUN . FOR THICKNESS) __________________WASIEDOPENGRApED ___ __________ ____ COARSE AGGREGATE BASE NONAM3VEN GEOTE%RLE FABRIC COWACTEDSUEGlA E (MIN 0 E' HR PERWABILM IN, 0% SLOPE) 4 PERVIOUS CONCRETE - BUTT JOINT DETAIL SD5 - Q O 0 p -(j, _Z N n `v w3�o �a-Z w C Q e V U w �Qm wOw Q R KNN J o Y Z zo CO Lr u w m Q � Q O _ Q =LL U H �w m Lu W, w u:) Q °� w U W (D o w U Y w Q °8 y o of U Q DATE 12920 SCALE DRAWN -BY JFV DRAVRNGNAME SD7 1 SHEET NO. VERSION 4 ISOLATION JOINT PERVIOUS CONVENTIONAL CONCRETE PAVEMENT 1T MIN CONCRETE PAVEMENT TOP OF PAVE W M SLAB DEPTH - D ISEE PAVING PLAN b - FOR MCKFESM COARSE WASHED OPENGRADED COARSE AGGREGATE EASE ----------------- ,. _. AGGREGATE BASE NONWOVEN GEOTE%TILE FABRIC 21.11 );' MIN COMPACTED SLISGRADE .5 IMIN 0'1HR PERWABIUTV W 0%SLOPE, D' -DEPTH OF AGGREGATE DETERIANED BY STORAGE NEEDS BASED ON % POROSITY OF AGGREGATE RESERVIOR PERVIOUS CONCRETE / CONVENTIONAL CONCRETE g DETAIL SD5 TS 3 PERVIOUS CONCRETE DETAIL SD5 NTs 4 BUTT JOINT PERVIOUS CONCRETE PAVE WNT PERVIOUS CONCRETE PAVEMENT TOP OF PAVEMENT sLAB DEPTH - D -N (SEE PAVING PUN . FOR THICKNESS) __________________WASIEDOPENGRApED ___ __________ ____ COARSE AGGREGATE BASE NONAM3VEN GEOTE%RLE FABRIC COWACTEDSUEGlA E (MIN 0 E' HR PERWABILM IN, 0% SLOPE) 4 PERVIOUS CONCRETE - BUTT JOINT DETAIL SD5 - Q O 0 p -(j, _Z N n `v w3�o �a-Z w C Q e V U w �Qm wOw Q R KNN J o Y Z zo CO Lr u w m Q � Q O _ Q =LL U H �w m Lu W, w u:) Q °� w U W (D o w U Y w Q °8 y o of U Q DATE 12920 SCALE DRAWN -BY JFV DRAVRNGNAME SD7 1 SHEET NO. 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BACK FLOW PREVENTERS SHALL BE PAINTED TO MATCH THE / PRINCIPAL STRUCTURE. CONTRACTOR A SHALL INCLUDE A CONTINGENCY ALLOWANCE FOR SUCH ADDITIONAL SHRUBS AT BID s .. OKEECHOBEE. FL - LANDSCAPE CODE REQUIREMENTS CHAPTER 90, DIVISION 4. LANDSCAPING Ni 1—STANDARDS PROJECTSMEARFA 229.0624(6.NAGI 'w Mm la -7— ZDNING.. CNV U M.q 75%arrl ntm6tll dPwn 1Y9spYtl 4W b qrr bA� rq atu1P'tl mwW pans REWIRED PROVIDED TnYap19MW);]000 SE dIa EIEE ww pwawvq Ptl•dvE6 ng— 120MO.i , v'tNtt� YT 1Ntt5' 2 Q M VUA'E aD mN ednYJr DYfN1q ErrwE.drE1w#RW 9i. qaE aD.14Y YYnDrYrEnrly MMrpp U Q DYA•V RDp (eP.ay,pp.na.W/ (2401) II N IYw11e SE alp+Dpawa p.."q. ]TREE EXCEEDS `lw.a 3JSI MN JT°M lderJ+Tx SF aI.Rw.tl Y.r.o9W REr (3240M) STREES STREES J19r2YYN 4DY 14r11ronv.M1'0 i•rmu1bE U Q Sa25. 38338:-7811-315300 (]1SM1212) t6 TREES 12 TREES Fj, 527x1 HA EJGS— VEG � 52291tl (52 919120) 2TTREES 2TTREES fl3:;: — I=— VEG RI W 2 R a wr =pwg l l V W& a msnYYE COI' HIES 0IT—w (aprnDYJ eTREES ETREES -- �( +1 EEn dAN1 n6el a +0 22YY+p grEr IrD1YE9eE a Z e rdq aIw D1DDwM1 Ew COMPLIES 21 ellaEp 111TnYa(]I Slabr300 a a -,-W Ir16Kwd4rw Cm,.5 ]', T1YY) RIYY bSYItlYO n aralpa Dr gIEE na a A•p Se S an (z.11•n •6u161p Yp YW ---fiTREES CQMPEIES °fpZS, 4x1 e9 M 101 6e ED++w = 32071 tl • 1021ErpYtl dtlY1 rgel a 3.x51 t q 17.20] f 4 JE101 EXCEEDS N(M5]9tl0221tlewYa>Elp R+49�•I]10 T2q MA EXISTWG I..eMW..leppW OsW�A 84"37w. fmy Dea r 2aTm 1x12YtlYx EIYpwW p/1w. RrEs•24]T24- �1NttS NA EXCEEDS 5 EYIS DRG VEG TREES TO BE PRESERVED ON SITE SHALL BE PROTECTED FROM CONSTRUCTION DAMAGE BY BARRICADING AROUND THE OUTER EDGE OF THE DRIP -LINE OF THE TREES, PRIOR TO THE ISSUANCE OF A TREE REMOVAL PERMIT. & PRIOR TO ANY CONSTRUCTION ACTIVITY & MUST BE INSPECTED BY THE CITY DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES. IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS. SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE CITY ROOT PROTECTION BARRIERS SHALL BE INSTALLED ON ANY PROPOSED TREE WITHIN 6' OF EXISTING OR PROPOSED UNDERGROUND UTILITIES. SEE ROOT PROTECTION DETAIL ON SHEET L1.1 ALL LANDSCAPED AREAS TO BE FULLY COVERED BY AUTOMATIC IRRIGATION SYSTEM AS PER CITY CODES AND REQUIREMENTS. ALL AREAS SHALL BE IRRIGATED & SHALL HAVE A 100% COVERAGE WITH 100% OVERLAP. A RAIN SENSOR IS REQUIRED. ANY EXISTING SOD AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED & RESTORED TO PRE - CONSTRUCTION CONDITIONS WITH LIKE MATERIALS • 1 1 i Know what's below. Call before you dig. ANY PERVIOUS AREA TO REMAIN THAT IS DISTURBED & IS NOT NOTED TO BE LANDSCAPED WITH SHRUBS OR GROUNDCOVER, SHALL BE SODDED ALL EXISTING CANOPY TREES TO REMAIN SHALL BE STRUCTURALLY PRUNED BY AN ISA CERTIFIED ARBORIST. TREE PRESERVATION BARRICADES SHALL BE INSTALLED PRIOR TO A CLEARING PERMIT ALL NUISANCE, EXOTIC VEGETATION SHALL BE ERADICATED & REMOVED FROM THE ENTIRE SITE IN PERPETUITY ALL TREES SCHEDULED TO BE REMOVED OR THAT HAVE BEEN PREVIOUSLY REMOVED AND HAVE REMAINING STUMPS, SHALL BE CUT DOWN. STUMP GROUND & SHALL HAVE ALL ROOTS REMOVED. POLES AND TIES ARE TO BE REMOVED PRIOR TO PLANTING. TREES ARE TO BE ABLE TO STAND WITHOUT SUPPORT, THOSE THAT CANNOT STAND UPRIGHT ALONE WILL BE REJECTED. PROVIDE SMOOTH CONTINUOUS EDGES AS SHOWN BETWEEN ALL ADJACENT SHRUB AREAS WOR SOD AREAS BY SHOVEL CUTTING EDGES OF MULCH BEDS TO A DEPTH OF 2-3" THE USE OF CYPRESS MULCH IS DISCOURAGED AND ALL MULCH IS TO BE KEPT AT A MINIMUM 6" FROM THE BASE OF ALL PLANT MATERIALS. 40 20 0 40 80 120 GRAPHIC SCALE IN FEET z ugpg Q is Him Lm{ � w N Q W�Q�Q Rw U ZOf wtC12 �O xo�wo�wF o_ m a�n>�nawEo mo<3wa an Z W Y w ::)Q Z Zo Q� O >Ez a. Lu 2 Q io I'- U Q F- U) U 0 w0 Q .6U Z w Lu LU U Q oY 5 �O DATE SCALE 2/17/20 V = 40' 160 DRAWN -BY JFV OR— —f NO ,.UA L-1.0 1 SHEET NO. VERSION SECURE FRONDS UNTIL INSTALLED 12' MIN EDGE OF RED PNEAPFLE OR NUT 131 EQUALLY SPACED 2Nt W000 LOCKING POLYPROPYLENE BANDS OR BRACES - P T. WAIL TO Pall B■B ,(TM) S STEEL LOCKING BANOS TO SECURE 2.4 STAKES FUG AT MIDPOINT 6 BASE BATTENS Ac . {V, AT EOUAL SPACING (3 PER TREE) 0 (3) WOOD PM. B■R,(TM) �, MULCH AS SPECIFIED 2' X A' K 24' PRESSURE TREATED PINE GROUND S S' FROM TRUNK STAKE NOTE NO ROLLED SOD N FLORIDA MULCH. 3- DEEP - SOLI BERN TO HOLD FINISH GRADE 2 -BELOW TOP ROOT • --� a SET CROWN OF ROOT BALL 0'-2' 26 ABOVE SURROUNDING FINISH GRADE. 15'2 O0 - - UNTIE BURIAP FROM BASE DF TRUNK. TRIM AS NECESSARY. SPECIFICATIONS SHEET L-1.3 PART 2. .CC . 13D70 D* 7' STAKE. TOP TO BE SLOW RELEASE FERTILIZER _ . -:'.. TABLE TS AS SPECIFIED SAUCER AT EDGE OF ROOTBALL BACKFILL AS SPECIFIED -• ROOTBALL ON UNEXCHANGED PREPARE PUNTING SOIL SUBGRADE AS SPECIFIED AREA PROVIDE SOIL MIX PLANTING PR E TO BE 3 TIMES THE (ZLARGE TREE PLANTING DETAIL ROOT BALL STAKED PALM TREE 0 1 LANDSCAPE ISLAND BED (TYP) 0(91 00 0?00 / 6 � NO ENTRY OR STORAGENO DRIP LII. FNCROACMMFI: a' H1. BARRICADE FENCE ---• OF ORANGE TENSOR' HIGH VISIBILITY MESH. a . 2'K4' MIN, WOOD POST AT DRIP LINE TREE PRESERVATION BARRICADE FENCING DETAIL O a DO NOT CUT LEADER PRUNE NE DAMAGED OR DEAD 12' MIN EDGE OF RED WOOD IMMEDMTELY PRIOR A = ROW SPACING l�IA TO PLAITING AS DIRECTED OD 000 0 �ODO THE LANDSCAPE ARCHITECT 0 CO 0 "ll PROTECT TREE WIT. BURLAP bo [Jn"-WRAP WITH T' ODE MIN. mDN STRAPMNG 'PYL0R {V, AT EOUAL SPACING (3 PER TREE) 0 ,U'1'O�T'(-� L/ 00 MULCH. T' DEEP ON ROOT ZONE FROM EACHOTHER AT SPACING 3' BASIN FOR WATERING. NOTE NO ROLLED SOD N FLORIDA MULCH. 3- DEEP TY4A AAMrI.c .eaTAl]eA MR MNOIL.m r[Y IM.aI !.e•I-MF6/MMiF' IELEvq 22- - FLUORESCENT WMua ivauarWE IrtrtANYE � 1MR" MATPE, AALEKw O MARKER SOL SURCALE APPLIUTION FFnKA SET CROWN OF ROOT BALL 0'-2' 26 ABOVE SURROUNDING FINISH GRADE. 15'2 O0 - - UNTIE BURIAP FROM BASE DF TRUNK. TRIM AS NECESSARY. SPECIFICATIONS SHEET L-1.3 PART 2. .CC . 13D70 D* 7' STAKE. TOP TO BE PLACE MULCH IN BED PRIOR TO 18'O.0 157' 2' MIN BELOW FINIS. GRADE PLANTING GROUNDCOVERJANNUALS BACKFILL WITH PUNTING SOIL. PREPARE GROUNDCOVER I SET RODTBALL ON UNDISTURBED SOIL. BED BY TILLING ENTIRE BED — 2. BALL DA AREA PROVIDE SOIL MIX (2" cal. and over) (ZLARGE TREE PLANTING DETAIL AS DEFINED IN THE LANDSCAPE SPECIFICATIONS ON SHEET L-1.7�r✓ r, • BALL DWIETER1A 110 . I n',O BALL DIM R F ELONGATED RTS MAY BE USED ON SLOPES E EXISTING SUBGRADE AS DIRECTED BY EMLWIEER RECTWGL.. OR SOWRE PRS ARE ACCEPTABLE PROVCLL • A �� THEY ACCOMMODATE THE PyWr5 A55WA1 • i . ELONGATED SLOPE PIT PREVIOUS ORZINNG LE VE- FIN6tfD AT FPZFCD GRADE GRADE • MW,C„ EXISTING GRDLAD L DE '. C BERM DOW :tet _ SIDE ONLY r • T �1��{ _ MULCH 1 L PLANT PLACEMENT ON SLOPE TURF SIDE "TNGKOWE - SHREDDED HARDWOOD MACH 2 DEPTH ADDITIONAL V DEPTH OF MACH TO BE ADDED YEARLY SHOVEL CUT BED EDGE AT 45'.W* ANGLE 6'DEEP FINSIEDGRADE �~ • AT TURF - ♦ ♦`♦` _ - AO' 2 SHOVEL CUT BED EDGE GROUNDCOVER PLANTING n YSODRED IN A6TAGGE AROMA ■1ITTTIE 6T TITT IOMLYAAGAINST EACH ER NO MOT tFAYE SMIISAAO DC ' NOT- ASIWRPEYEo M401K5 igOWEl6A IAAFpY yIDOL FOR TUOQMG DOWN THE ws. i.. --��WWrte.. ;WL iMWI WOES ....�_.,.,.�.M'. .. - � j APPEARANCE OF GOOD SOD F' MACH AS OEFNED N THE LA43SCAPE SPECFDATXR6 SHE EI 1.13 PART 7 HOLD MACH _ROM TRUNK SHOVEL CUT BED EDGE PER W EIRAC DETALS 6MI ♦ Z,`w _ DTCE TOIE.I IEEE RING % w LIMIT T OF MACH - AGAINST TRUNK VFROM TRLANK - -_ ■ TREE TRU GUYLNE STRAPPING CANOPY OR ORNAMENTAL TREE 3 MULCHING RING AT TREES REMOVE CONTAINER ENTIRELY. IF B&B CUT 6 PULL BACK BURLAP FROM UPPER �, OF ROOT BALL. 3 MIN EXISTINGSUBSOIL ) -- - SLOW RELEASE FERTILIZER TABLETS AS SPECIFIED BACK FILL AS SPECIFIED , SOD PUNIINL REOJIREMM6 12' MIN EDGE OF RED wTcx .cAAss OPPMGA AK OHO +O. A = ROW SPACING �-�■--�'�`_a m''-�'% I--�6 '✓�- pDr IDNE EOI •vC e00r6 M9uLOM B = ON CENTER SPACING _ �� 'r• -� 16. MM OEHf ROTI, MSr 'OA siRFNOtx SPACE PLANTS IN A TRIANGULAR D A PATTERNAS SHOWN, SPACED EQUALLY fERTKUERREOUIREMENTSFOR FROM EACHOTHER AT SPACING . NOTE NO ROLLED SOD N FLORIDA INDICATED ON PLANT LIST TY4A AAMrI.c .eaTAl]eA MR MNOIL.m r[Y IM.aI !.e•I-MF6/MMiF' IELEvq FERiLRERAEDUREMEMSFOR WMua ivauarWE IrtrtANYE � 1MR" MATPE, AALEKw PLANT ROW SPACING'DROW SPACING'A' PLANTS11DSF SOL SURCALE APPLIUTION FFnKA B' OL 69' 26 a' MULCH AS DEFINED IN LANDSCAPE 15'2 O0 12 SPECIFICATIONS SHEET L-1.3 PART 2. .CC . 13D70 D* 7' 7 PLACE MULCH IN BED PRIOR TO 18'O.0 157' 5 PLANTING GROUNDCOVERJANNUALS PREPARE GROUNDCOVER I BED BY TILLING ENTIRE BED AREA PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS ON SHEET L-1.7�r✓ ,�' j'y jj -,..; PART 3 . EXISTING SUBGRADE GROUNDCOVER PLANTING n YSODRED IN A6TAGGE AROMA ■1ITTTIE 6T TITT IOMLYAAGAINST EACH ER NO MOT tFAYE SMIISAAO DC ' NOT- ASIWRPEYEo M401K5 igOWEl6A IAAFpY yIDOL FOR TUOQMG DOWN THE ws. i.. --��WWrte.. ;WL iMWI WOES ....�_.,.,.�.M'. .. - � j APPEARANCE OF GOOD SOD F' MACH AS OEFNED N THE LA43SCAPE SPECFDATXR6 SHE EI 1.13 PART 7 HOLD MACH _ROM TRUNK SHOVEL CUT BED EDGE PER W EIRAC DETALS 6MI ♦ Z,`w _ DTCE TOIE.I IEEE RING % w LIMIT T OF MACH - AGAINST TRUNK VFROM TRLANK - -_ ■ TREE TRU GUYLNE STRAPPING CANOPY OR ORNAMENTAL TREE 3 MULCHING RING AT TREES REMOVE CONTAINER ENTIRELY. IF B&B CUT 6 PULL BACK BURLAP FROM UPPER �, OF ROOT BALL. 3 MIN EXISTINGSUBSOIL ) -- - SLOW RELEASE FERTILIZER TABLETS AS SPECIFIED BACK FILL AS SPECIFIED , SOD PUNIINL REOJIREMM6 wTcx .cAAss OPPMGA AK OHO +O. G,Al. vA,F,Fs MA A -r E SE �-�■--�'�`_a m''-�'% I--�6 '✓�- pDr IDNE EOI •vC e00r6 M9uLOM [li1,ATa11C _ �� 'r• -� 16. MM OEHf ROTI, MSr 'OA siRFNOtx '. wNs ow� AE. E, -+� fERTKUERREOUIREMENTSFOR MWM AxNSAcrAA c WUTxEA SOD NOTE NO ROLLED SOD N FLORIDA FMw R.TRpf °L MAixE, TY4A AAMrI.c .eaTAl]eA MR MNOIL.m r[Y IM.aI !.e•I-MF6/MMiF' IELEvq FERiLRERAEDUREMEMSFOR WMua ivauarWE IrtrtANYE � 1MR" MATPE, AALEKw c,},] ,No sFrm 64f] ,� rEPTpIgK SOL SURCALE APPLIUTION FFnKA ' �� AT'M, PC MArxse IFAOK ¢MtyOar W UuSAEs AAWi[aA,D CE ,P,6,E m Ht}R S},m fMiSFf LIAR ff ,} - m ER NAMIAISA RASP rYIC IMLAe.; Wa4 CRA TmF La �t. MAixF, 10 SOD PLANTING PIT TO BE 3 TIMES THE ROOT BALL SHRUB(GENERAL) 3-ag3-a , e ♦ S . Cwe.N Anx• RM,.Y...n.,, w:.r...L.. Eope of ooW■II `� o- u..,.a Wx. M.•.. rO �-W Mn■.�.r rnm rw AM.•.• fwnr Erb TMI'.u.•wYr w�.H r w r r_r N.+ a•+ AN„E.o..Aw 11 TYPICAL ROOT BARRIER APPLICATION DETAIL Q O 0 N J W 0 m O 5Of ED Q =0 U ~ �w DO w c/)Z � H Q Ad w U U oY a < O DATE 2/17/20 SCALE DRAWN -BY JFV aMWTNc NAME S+AAEMRC AADSGPE �TAlS L-1.1 1 SHEET NO. VERSION PART I. GENERAL DESCRIPTION Provide trees plants am ground Covers as shown and specified The work rrscludes 1. Sort preparation. (Topsod to be provldad by GC) 2 Treas. plants and ground covers. 3Planting males W Mulch and planting accessories. 5. Maintenance until final acceptance by Race Trac Construction Manager Related Work I I„igabon System QUALITY ASSURANCE Pant names indi. comply with 'Standardized Plant Namesas adopted by the latest edition of the American Jant Committee of HOM-11 nal Nomenclature Names of variehes not listed conform generally with names accepted by the nursery hide. PrwMe stock true to W W hIcal name ant legibly tagged. Comply with sizing and grading standards of the latest editor, of 'American Standard for Nursery Stock'. A pant shall be d.mensonm as .t slams n rid natural posdron All plants shall be nursery grown under chnui condlbom similar to those .n the locality of the project for a minimum of 2 years Stock finished shall be at least Me minimum site indicated Larger stock Is acceptable. at no additional cost, and prm,dnlg Mal the larger plana will not W cul back to size incl -Mal P -de pants indicated by two measurements ad that Only a maamum of 25% are of the minimum size tmicaad and 75% are of Me maximum size mdlcated Before submitting bad the Contracror shag fsave rmesngated the sources o1 supply and sahafed himself Mat he can supply Me bated plants .n the size Vanely ant bu.Fty listed amapecrhed. Failure a take this precauhon null not relieve the Conaacbr from he responsibility to, furnshnng aro inslatlmg ON plant materials in strmt amordance with Me Contract Documents without addmonal cost To the Owner. Landscape Arcmlect shall approve any substitutes of pant material or changes,n plant matenal size prior to contractor subm,Mng a lam. SUBMITTALS The Landscape Contractor shall submit Me tollowing materials certification 1. Photographs of antlscape material to be used or locations of nu,serles for Landscape Architect to tag material. 2. Boulders aro rock mulch samples on sde and available to, approval by Landscape Architect On first site vial during mMtruchon. PmtuWapm of boulders and rock mulch may be offered as alarnaWm o samples on sre. 3. Red Oak double shredded hardwood mulch sample on site for approval by landscape Architect on first site out cluing construction 4. Rwbm soil test by approved laboratory ant or sate coomrawe Mix together a mm -um of 5 sod cores bei site for IesMng. 5. Upon pant material acceptance. submit YmNen maintenance iMtruchom recommending procedures far M --mance of plant maenads. Upon plant material acceptance submit written mamh,nance irebucbom recommenchng procedures for maintenance of plant materials DELIVERY. STORAGE AND HANDLING Delver fendrzer materials res ongrnal. unopened, and undamaged conarners showing weght analysis ant name of manufacturer Store rn manner to prevent wetting am deterioration PART2 PRODUCTS MATERIALS Plant provide plants rym:al of the, saxes p verity win normal oem xs,aevwroed ar- am vg- romus root systems Prance oily sacra -Itm, vgar- pbnts ten from dNKn darg✓rng mals s , Sub mune, 1, 1, seasons 011, 0a+ pant cheeses -1 eggs hags era a lams al Ne -an AN Pbnn 'Whave A ant des'ebpad lam W i was mo dpi, metes Plants nab .n storage v+A ba rc ac- a they slaw sgra o1 goal d✓.ng storage 1 Og ballad shall to aped pblb who Nm natural bah of -11 01 sLllf-m dametee and Win to encompms the fibrous anal leading root system neemmry lar lull awry of the plant Provide ball sizes eompNmg wh the 1 edmon 0 the Amerca, Stendad fa N✓wry Stock' Crania a mushroomed bah are ml .ccaahk 2 Corn -gown stock Gwen in a contamer err s,if-m langn O lane fa the root system to have denelaped b tab es mi bgelM firm end whoN No plems shat be bee m th unksna 0 Camarry stayshal not be Dat nowvns+e cv:Fy'Kn C+cnry rostsM"2lecad 3Prpyge Pain man mat maNe al negnis ave• 251mt wen a srgk mem Punk Trees dml have the men Vont fain -V a "Y shore ace fol ecepsbk 4Pbnn plamld in row sf W be mNVftW n lam 5 Pbns aper train those specified male plant Is' may ae used weer ii c ubk a me Landscape Archaect If ale use or large plant, . a -.1c increem Inn spread all loon m root call �n Proportion a me see of the pbnl 6. The hagm of the Peva measured ham ft crown or the loon to pe la of tri top brant, shad M"Pea than the mmrmum ace deatmine r in me planl M 7 No Prunrg-- shell ale present who a demes, at more Mer and- 1 wounals mus, slow M.-bsY on dodges. e Evagesn Pm sIW be branched to e ground unless spaded arxsWac ME 9 Ss end mall lusts shad Ne meet ralAvemerds fa spread and Mieaba n Might a4the plant list The neeNlenlpb Iter hei NOW be ban nom ft golatl bent a ft heght a[ ft top til Me plan, era not the log- branch L Srngk shki a tivn plants wd vol be accepted SCis branches stall "generous antl ogped end Me plant m s whale wa{auhad bale ground all Plants shad ben, a most vganous corki frm from dead wood hulas or cher mot a brach qwm ACCESSORIES TrW la MAN, Bads Fable haible natural mesal of "my checks wind✓ admm✓lam e d ssad al obamea Mom a weebarted aWfife e easoad nN 11 fan cls, lumps. coax sands sanm. pbnb rpats acid am adv beg, maksai6 wen scally lege of sMseen DH 6.0 and fi e Tnso1 to De err • mmrmum sPm of 6' in pbnd+g bads shall 4' dim rn spaded a - Fertilizer SWAN, v mfal b Mil apame (43-07 A04)-und Pralective Nm emubron p-sh g a Drpiawe lin pax pairs somites pameable to game "noose a, IAoed and sppleo in cw"ae win m mulact✓at -#W- Mulch See plana Inc type of mukh to be used A HaMaad 6 matin ant fel robed OouDk sNeaded relNe DARK BROWN ar0aro" mukh not brge than 4' n *Vh end 112' m wah hK o1 wood cogs end sawadust IfsW mmm✓n dim d 4- E R- R. RK, type to be tan To yegowbrwm waned river slab S - 0-m sae ImNs m bcalon as snow, on Landscape Plein an wen engin of 0 Wero Fra or aEabncm nrmlul to psalm goMr' Hosesaotivmabmalncporkso,fanalcaby Cartcar Guympl$bYmgVWe No 10a129ipe9eMa,veown, 1 Tu mockks GeNengea dmf d s¢e end pope rnfsed a proMe lamb sbergm muni a mal of ale we To mbKYN wemge shall"M kmi 3' Siakrg ant GurV Nose New Two pal ,antenna ger", lase rid NM man 1? ns" female Gana black m uta all fame cdo-b •x>:e: Tree Wrap Stamam waterproofed tree wupprrg pacer. 2-12" Wake mate of 2layers of cam Kraft pacer weighing not lessman 3010x. Per ream Cemented t.pethe, with asphall Twine Two-ply lute maenal. Take all precautions Customary in good trade plactce .n preparing plants for moving. WDrkmanshrp Mat eta to meet the highest standards will be rejected, Spray deciduous plants in foliage with an approved 'Anti-Desrccani' immediately after digging to prevent dehydration. Dig back transport. and handle plants wth care W ensure ptatecbon against injury Inspection certificates required by law stag accompany each shipment ill- or order to stock Protect all plants from drying out. If plana cannot be planted rmmed✓tely upon dalNery poperty protect mem wen soil Wet peat mons or in a manner KCePable M the Landxaoe Architect Water heeled -in plantings daily. No pant shall IN, bound wth tape or wre res a manner Mat could damage o, bre ax Me branches o1 V. - Cover plants hanspnrWo an open Vehicles With a proteCVve covering to prevent wnd bum. Prowse dry, triable. lapse topsoil for planting bed mixes. Amem with 4 parts screened topsoil and 1 part organic material (re. Nature s Helpef Pro -Mix) Frozen or modtly apsorl is not acceptable. PROJECT CONDITIONS Protect ewstmg uWNnss paving am other tacrbbes from damage caused by landscaping operations. A compete IMI of plants including a schedule of sizes. quantities. and Omer requirements a shown an the drawings. In me event that quantity discrepancies ar material omissions ocd D, n Me plant nu ten 1, Tait Me pannng pans shall govern PLANT SCHEDULE The irrigation system wll be rmulled prior to planting Locale protect am mamarn Me ,,gallon system during planting operations. Repan -ES DOMMGN WYE BOTAraGE NAME S KcATCNS GubaH rEICNr SPREAD "TW %Etta REMMIS rrngBbon system componentsdamaged during panting operations at this Contractors expense Do not begin ansscam accessory Work Al Rxe MxW AvrrWum BlB 2 DBR t ^ 0 Issslxvum before completion of final grading or su0-ng. ; 5 si,pv •w..mm Ge. a- Bae > Div 10 .a s v Ngo s CT G Dnmrroy mire ate >oeH 12.111 `'s -V WARRANTY Gm Mwnre sent� c^rdmprr xN,arN Main Bae ]091 1} w v sc 5 Hon Warrant pent material to remain alive am be in a healthy. vigorous condemn to, a Perim of I year after completion am final acceptance W yVB n --k.x wa5aax a,- a.------w .•awvBrcxna ase 1 p91 1]' Wmu rryn BaB ]D9r 1]Hr y ,qn E C entire project. e.n Galas amt nae :oaH low Aa v^ ryes Replace. in accord- with IM drawings and spec,frcabons all plants that are dead or a n unhealthy or unsightly Coadtoh. antl have u7 a dwx Em• sal... owMx Cww' Bae z DBH 12 w 52 Nv H9n loaf their natural Shape due to dead branches. of other causes due to the Contractors negligence. The cost of such replacemeni(s) b at Contractor a expense. Warrant all replacement plants tar I year after installation. PAT.I.v COMMON NANE . FS BOTAWCAL WYE SPEDKIUTCNS Gucxi Off SPREAD NATNE %ERIC REMMK6 9PM 6 Gx^9 PrF1wp SWip.Wwo BlB 161. ct Wpperte vin won BPDYa 011 Warranty shall int rmluoe damage or loss of trees plants or ground covers caused by Tres Roods. freezing rens. lightning storms or wads er 75 mites per hour. winter kill caused by extreme Cold am severe wirier Conditions not typical of planting area acts of vandalbm lar B,vyuBS OTv coYMON NAME G ernANcu HAVE SascalcATovs S. -HE T ' AD NAT- xERC REMARKS negligence on e pan of the Owner wr x Arm..v.ama. 3 am ] roll .,A U' G„Pect-1 -a.- mmW 2x ]. v ^9n FJmprae e am immeately replace a0 plana bm uto be unsahsfactory during Me .nrhal planting msrallanon Maintain dm ant matenal alawns Remws - zz PwY rJex.v .umaiee,eer Pin^ °'w 7W pa. 1 'rgn until Thai acceptance s made vx. eco WOW.- Vanvmribv+riA• rite 2a 1e 162> vxs ACCEPTANCE sWUB AREAS OTv-a-NAME BOTANICAL NAYS iPEC-T-a -FOYG HEIOrrr SPREAD NATW xERC REMARKS A6C 11 aoi Memr^a Aclap^Iub•w Na 2> 1>nf 1a.tE ryes Fra Inspection to determine acceptance of planted areas will be made by Me Owners representatve 11 Landscape Architect. nuc 317Dwncvr Bun wrau Psxre remY+n ria m 1e 1a+e' v 'Hon wm^xe -sy]Pm MuW G✓s romps uprr.sPi ,e' 1e16 vin .yin bWmb✓ I Planted areas will be accepted provided all requirements. including maintenance nave been compbetl wen and Dant materiels are aloe Psv n1 ww Gnee gycrwrai rairvvxx ro ar tela MI6 vxx Hgn and in a healthy vigorous condition. A -The Contractor will commence Me specified plant maintenance once plants have been panted and until final acceptance -VERs OTv COYYCN NAPE ver 4a2 Dwe, sm.- - BD'AMUL NAPE 9PECVi^w-IONS IN. HErOHi as wrMae'acwrgr pin ..1a 6PREA0 NA•NE xERC - a.10 rpt Da ']e -1 F Rub, Y e -p1> o-11 CODES. PERMITS AND FEES ro'av v"V.emawi aE• - .. alar- urwel^um R p. A . �. > ^ j° .'2 Obtain any necessary permits to, this Sechon of Work and pay any fees reWned for permits ALL TREES SHALL BE FLORIDA NUMBER 1. ALL PUNT MATERIALS SHALL MEET THE MINIMUM SPECIFICATIONS LISTED IN THE SCHEDULE ABOVE. FAILURE TO MEET SPECIFICATIONS INCLUDING SPECIES LISTED SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY -NO EKCEP TIONS. OPTIONS FOR ALTERNATE SPECIES BASED ON LACK OF The enhre rrwtallabon shall fully comply who NO local and stale laws and cranames and WM all eslalblrsned codes applicable thereto STATEWIDE AVAIUBILITY SHALL BE FURNISHED TO LANDSCAPE ARCHITECT OF RECORD A MINIMUM OF 30 DAYS BEFORE COMMENCEMENT OF CONSTRUCTION LACK OF AVAIUBILITY WILL BE VERIFIED USING THE UTEST INDUSTRY ACCEPTED PUBLICATION LISTINGS PART 3 • EXECUTION INSPECTION Examine Proposed pass" erns as condbaai at nstalli Do not fart pksEng York ✓sl ✓samlcbry cainJloos we wrectea PREPARATION Time at panting 1. Eognn maks ail Pbnl evergreen materials between August 15 and October 15 or in toning before new, proton begins If project fnuremens inure planting at apse Renal plants shall be Waned Wh erWdesccant prior b pIW rg operatpm 2. Deciduous mala/ Plant dWourvs maMds April 1 a Jure t And August 15 b N-- 15 It six.. s hem an, planed rin-lest mry -1 be mraved wen an WMdmccnt orae b planbng operation 3 P smnp h- atter Ifiar. iro In"N ced Mal be sp ectWtb a the Divine,Planting sinal cc performed trill by elpaence0 sosmen familiar with pbnbng pfKedurm war Inc suonmi , of a ausReb su W wsa Locate plana A6 mdrdaed or AS approved .n me field after sbkng by Me Contract., It obetrucfrona >re encounared that are not ebown on Inn arae irgs do not proved •ant planting operalcm. [antl LAn"cape AnMact to Memm. nw location Excavate [ocular pool pais Wim vertical sides. except for plana specifically rcaetl to be planted .n bedsrov.da . Psten sed and tree pits as shown In tree and shrub planbng details Depth of pi shall accommodate Me root system Provide u,disturbed sub grade W hold root ball at nursery grace As shown on Me drawings Root flare must be visible afar planting Provide pre -m -al planting mixture for use around the balls and rood of the plants consisting of 50% excavated material and 50% topsoil mix. Add plant fertilizer per manufacturers recommendation for each cuydof mixture P,conse pre-m✓ed ground corer bed planting mixture consetinp of 4 para screened topsoil to 1 part peat mess and pail fertilizer per manufacturers recommendabon for each cu. y. of mixture. Remove loose malehal antl debris from base surface before placing landscaDe accessories. Drainage Test Randomly select a rep-tabve number of shrub pant pits in each shrub planting area and test for drainage prior to planting. Randomly select a representative number of tree pant pits and lest for drainage prior to planting F41 each selected plant pin with water and let sand for twenty-four (24) hours. Do not proceed Wren planting where drainage problems are apparent. Report a Me Owner's Representative areas which do not drain wMnn twenty-four (24) hours. WTA"U sin;W- rwwal • ••. o1,f ry p• •c pxx ave a+.r Kr- se oM^n ebMmnp b each pine, a sdjscnt sb-- Sel plant maleel2'-3' adore tae tench guile No hlh M be pemlNd round aunts or SamsBates tle ort who bpmi mP end ncaveied melvail Do not use h- a muddy mM✓eslabac Mleg Formanngolwlso✓e Meedpeoleahob,bngpvbra.nwalwmsfwwr,Mal Ana haled ane b✓lapped plans On, sal mudale planting sol mnt✓e sound bass o1 balk .. MI.1 was I R,-db✓lap r win end wKfomMTop, 213nliharoal bad Space pound cove Pbnn rr seta"ice wh ,scaled -mom A01ust mamg m necessary a -n1Y a Plantmg bed wh .m.a- 0usaly err pks" Pbm to sdhn 24' d BY aunts or b- am shins ash., pWM,,g bad and a wMn 12- d edge CI bin Mulchrg 1. Mule, tri em sMW pbnlvg pas arc shop beds win rep9ed Ism lamcepe plan) muk,xg melsail4' dna immedesN eller planting Thaoughly sea mulched seas Ana salving rake mukh a prm ce a unAam lm, W surface Wrapping gonna galmg 1Irwped Pae 4 fri a aunts endence 01 meet rnksbbon W -wope, pruning before shisi 2. Sb-10013nynn9 Sblagvy Y fns o-Whe N alfa b.n sodsnp apastonc end acv b accnksae 0. Sba deceuous bees 3' caYpe and less Ssa a-greem sees unaar 1'd' W Goacduostreesover3-,aper Guyevegmmbees1'd'Wera- 3. AA wart ehal be acceptable 1. the Ants... Archrtat. Prweg 1. Pr✓e steres d aecshsofd .Pact ells planting to balance tle lam oh rods era oresene the relwel -0a, pp,W,.W b Re ps'kulsr parsressurni In general remove 114 a iD of me til being buds Remove a cal -I groan asmeped end ucYmmeocal gowd' of new waxd 2. multiple leads Pants, Preserve ale keds wsch was trial Pmma. Ile symmetry of tle psi Cut bancfes Ilan whin tre trail or man benchd s pond beyond a isksal ahedl a IOW t dabnCe d M Imo iia 1n ife daimeks d Ile suppa0np prencn Mea cal a, m angle 3. Prune aogrea s orad to remove DmYen a "mages bfenchas De-bve sac Iwhae.ndcated on himmape plant 1 IcWaenumraitun vsWptlxvnto. sbrgsane Lab-anall s 2. Place Rare aero✓ "maprg weed bar^. 3 Mtge stades to best aso-e Mehl edging Locale M "parse mel mulch Man agamn, mukh ams a were rnmcaled an bmsrepe plan 1. A semble to ft Ann and elevsbammceNd 2. A,.,.I, cgn bend ant adjust the teens before bel filling Slake rn place or manosctuers rcommeMahans to pevent host movement Readjust alfa fill s .n place 3 Set lop nus, wen ,a.,ng s✓raK MAINTENANCE The Conbacks shell gvnde es . -a- bid menksvice Ip a pend o1 1 ynr efts hryl septan[, pi ale project OWN, vg The Contracts, most D< ebb a on- urtbared Ille'Y�oe 1 rnuesla by the ower or aunde the name or a re oralk larafcepe contractor who Fen Wavde mewarrce. MWNMYWlm shall mektle mowing. i Anty mukhrg prunvg culixtang weaamp waMrrg and wketgm or apaapnwb noubbsdes am lungwxfes necessary to ritanksn Plants end Is- tem of .mats .nd dsesse 1. Reset settled pi to pr ge"em ponhan Retake planting soots antl aateceru rest -1 end remave"ed-.1 2 Tghan end roar goy was end slakes m red, 0 Remove g W was after one Veer G W straps se rot to ale loo hpht some slack A sgved 3 Coral "feclxe war m soon as posslak eller Mcences became cpsent am weAMv rid seamen game A WOW dem pbnb and pound [aver beds when ft Inl 24 m✓a of retial pksvng am Kl less Man nvxe pe week umy h,W sccepbnce CLEANING Padom lissmN suing installation of this sok and upon c Ibman or the secs Remove Mom site ON excess msleak mE deins and nupment Rmev damage rmsbrg Mom pbnhrg avatiom O W Y Z Zo Lu 2 O >� a Q Q� a ::- Q =W H Z U �_ w Z Q WO o QU o U U oY ~ V) O fn DATE 2/1720 SCALE DRAWN -BY JFV DMW WG NAME s'x-xC 11-1 11ECKIGTCN6 L-1.2 1 SHEET NO. VERSION N 4BRICK VEI WITH MASOI AT 16'0C% 24' MAX O.0 WIT PAIR 6 DIA STEE POST W ITH PAINT FINISI 8R ICK SOLD COURSE TOP OF PAV CIVIL DRAW PIPE SLEEVE THROUGH WALL FOR FUEL MEASURING STICK. PROVIDE CONTINUOUS SEALANT AND BACKER ROD PER MANUFACTURERS RECOMMENDATION AROUNDSLEEVE 4' BRICK VEN WITH MASON AT 1IT' O.0 VI 24'M X,O.G. WITH 1- AIR S PROVIDE 181 LOUVEREDV 3 DUMPSTER ENCLOSURE LEFT ELEVATION F 0 td -O -AFF 9-2'AF TOM (Cl 4 -BRICK VENE WITH MASONF AT 16' O.G. VE 24- MAX. 0 . I WITH 1- AR SF BRICK SOLDIE COURSE TOP OF PAVIN CIVIL DRAWING 4' DEEP ALUM. MASONRY VENT BY H&B INC. 2'-0 EQ 6' SOLAR (M-31 ALUMINUM GUTTER / EQ i r_T,10 O 1-Y6' TREK' OVER STEE COLOR TO WOODLANC WALL PACK FIXTURE. 51 E LECTRICA 2v2 STEEL( FRAMING W ALKYD PAIR 6- DLA. STEE POST WITH PAINT FINIS TOP OF SIM CIVIL DRAW WALL PACK LIGHT GATE TO BE T-10' TALL 4' BRICK VENEER (BR -1) WITH FIXTURE. SEE AND ALIGN WITH TOP OF MASONRY TIES IMT -21 AT 16'0.C. ELECTRICAL GATE POST HORIZONTAL WITH I' AIR SPACE 5 DUMPSTER ENCLOSURE FRONT ELEVATION 6 10 1-, RIGHT ELEVATION STONE 0 (NON -ENTRY) 188 TOTAL SF 20 MATERIAL SO. FOOT. %OF ELEVATION 4 DUMPSTER ENCLOSURE RIGHT ELEVATION BRICKS 190 %Y l 8 = L' EIFS 0 0% 78 GLAZING 0 0% 154 METAL 9 4% PAINT FINISH WOOD 0 0% 4' BRICK VEN WITH MASON AT 1IT' O.0 VI 24'M X,O.G. WITH 1- AIR S PROVIDE 181 LOUVEREDV 3 DUMPSTER ENCLOSURE LEFT ELEVATION F 0 td -O -AFF 9-2'AF TOM (Cl 4 -BRICK VENE WITH MASONF AT 16' O.G. VE 24- MAX. 0 . I WITH 1- AR SF BRICK SOLDIE COURSE TOP OF PAVIN CIVIL DRAWING 4' DEEP ALUM. MASONRY VENT BY H&B INC. 2'-0 EQ 6' SOLAR (M-31 ALUMINUM GUTTER / EQ i r_T,10 O 1-Y6' TREK' OVER STEE COLOR TO WOODLANC WALL PACK FIXTURE. 51 E LECTRICA 2v2 STEEL( FRAMING W ALKYD PAIR 6- DLA. STEE POST WITH PAINT FINIS TOP OF SIM CIVIL DRAW WALL PACK LIGHT GATE TO BE T-10' TALL 4' BRICK VENEER (BR -1) WITH FIXTURE. SEE AND ALIGN WITH TOP OF MASONRY TIES IMT -21 AT 16'0.C. ELECTRICAL GATE POST HORIZONTAL WITH I' AIR SPACE 5 DUMPSTER ENCLOSURE FRONT ELEVATION 6 10 1-, OF ELEVATgY STONE 0 0% FILLED CELLS WITH 11)#5 EA 20 6- DM. STEEL GATE EIFS 0 0% GLAZING AT 32 -OC -TYP 0% POST WITH ALKYD 78 31% WOOD 154 61% PAINT FINISH PERMISSION OF RACFTRAC PFTRDLEUY. IBR -I BORAL THREE FILLED CELLS WITH MORTAR COLOR LIGHT BUFF" INC. IS PROHIBITED. IUIfi RACEIRAC PETROLEUM INC. METAL ❑❑ (1)#5 EA AT CORNERS. TYP' / LEFT ELEVATION R-1 PR EFINISHED4-2-PIECE METAL TO MATCH DESIGN PROFESSIONALS CIVIL DRAWINGS @\ 1ENTR YI MATERIAL SO. FOOT. %OF 150 TOTAL ELEVATION SF BRONZE m \ P., STONE 0 ❑ D% (2) VERT BAR (SIZE TO SHERWIN BRICK 120 8D% WILLIAMS MATCH WALL REINF.) TYP. EIFS 0 0% U. N.O EACH SIDE OF JOINT TTX -1 R-1 GLAZING 0 WOODLAND BROWN 0% COMPOSITE ❑ METAL 30 2011PROVIDE SASH BLOCKS AT 3638 WEST GALLOWAY DR WOOD 0 i 0% RICHFIELD OH 44286 EXPANSION JOINTS FILL BRICK SOLDIER m WITH SEALANT EACH SIDE COURSE EXPANSION JOINT R-1 PREMOLDED RUBBER FILLER TOP OF PAVING - SEE ❑ 80Y16 CONCRETE BLOCK 6' THICK 4000 PSI CIVIL DRAWINGS ❑ WITH 9 GA. HOT -DIPPED GALV \ WITH 4X4W4GX4.0 HOR4 ONTAL JOINT REIN. 1 WWF -TVP PROVIDE ■ FORCING ® 16'0.0 -TYP. POSITNE SLOPE TO DRAIN AWAY FROM PREMOLDED RUBBER FILLER ❑ ENCLOSURE SEE EXPANSION JOINT CIVIL ❑ 3' SQUARE (M-3) 7'43/4' REAR ELEVIO a m 252 TOTAL SF ALUMINUM DOWNSPOUTATN MATERIAL BO. FOOT. IS Of ELEVATION STONE 0 0% 0104 2 4 BRICK 21886% ry E IFS GLAZING 0 0 0% 0% PROVIDE SASH BLOCKS AT METAL 34 14% EXPANSION JOINTS FILL WOOD 0 0% WITH SEALANT EACH SIDE (2) VERT. BAR ISRE TO MATCH WALL REINF.I TYP M 1 U.N O. EACH S1DE OF JOINT SOLDIER COURSE BELOW 3' ZE V - ALUMINUM DOWNSPOUT 2 DUMPSTER ENCLOSURE REAR ELEVATION F .-I IGHT E PREMOLDED RUBBER FILLER EXPANSION JOINT PONT ELEVATION 252 TOTAL SF MATERIAL EO. FOOT. % OF ELEVATgY STONE 0 0% BRICK 20 8% EIFS 0 0% GLAZING 0 0% METAL 78 31% WOOD 154 61% BRICK SOLDIER 'CURSE TOP OF PAVING. 5EE CIVIL DRAWINGS 010-E FILLED CELLS WITH 111#5 EA AT 32' O.C. -TYP TWO FILLED CELLS WITH 111 4 "SEA. ATE NDS OF V:ALL 19.6 1/4- I� Y RaceTiac o DUMPSTER FINISH SCHEDULE TO BE PAINTED EP -1 TO 9 \ 18 -MIN ID MANUF. MATERIAL COMMENTS (NESE PLANS ARE SUBJECT 10 FEDERAL C O PYRMHT LANK SEI USE OF SAYE 22'-0- LONG SCH 40 PVC IIIiHDY! THE EXPRESSED WRITTEN HRI x ❑ PERMISSION OF RACFTRAC PFTRDLEUY. IBR -I BORAL LAREDO BRICK MORTAR COLOR LIGHT BUFF" INC. IS PROHIBITED. IUIfi RACEIRAC PETROLEUM INC. METAL ❑❑ A41 PR EFINISHED4-2-PIECE METAL TO MATCH DESIGN PROFESSIONALS CIVIL DRAWINGS COMPRESSION METAL STOREFRONT COLOR DARK BOLLARD -SEE DETAIL EXPANSION JOINT COVER BRONZE 61AD10 TYP PA NT ❑ 'EPA SHERWIN EXTERIOR PAINT TO SW WILLIAMS 87020 -BLACK FOX' TREX TTX -1 SELECT 1R -THICKNESS WOODLAND BROWN REFER TO STRUCTURAL COMPOSITE ❑ Mark S. Salopek, LLC 3638 WEST GALLOWAY DR r i RICHFIELD OH 44286 BRICK SOLDIER 'CURSE TOP OF PAVING. 5EE CIVIL DRAWINGS 010-E FILLED CELLS WITH 111#5 EA AT 32' O.C. -TYP TWO FILLED CELLS WITH 111 4 "SEA. ATE NDS OF V:ALL 19.6 1/4- Pq OVIDE SASH BLOCKS AT I O EXPANSION JOINTS. FILL WRN SEALANT EACH SIDE (2) VERT. BAR (SIZE TO \ _ �❑ �� ❑� MATCH WALL REINFJ TYP. U.N.O. EACH SIDE OF JOINT m\ r ' 3-0SAT 3'4' /. / 3 3/f DUMPSTER ENCLOSURE PLAN DUMPSTER ENCLOSURE ROOFING SYSTEM. ENGLERT METAL ROOF SYSTEM SERIES 2500 1-314' HIGH STRUCTURAL SNAP LOCK STANDING SEAM WITH NO BATTEN. PANELS ARE 18' WIDE 24 GAUGE GALVALUME WITH BAKED -ON PERMACOLOR 2000 KYNAR 5DO IN SMOOTH FINISH WITH (2) 1'8' HIGH X118' WIDE STYRAN RIBS TO BE SPACED TO DIVIDE INTO THREE EQUAL PARTS COLOR TO MATCH DARK BRONZE. 6_8 21 P 3 / AE. 010-E BRICK VENEER TO WRAP CMU CORNER GATE POST. SEE 3 ACT I AND 41A011 FOR DETAILS M 4 5 4010-E EDGE OF SLAB h ISSUE/REVISION RECORD DATE DESCRIPTION 02 12 2020 PRELIM PACKAGE RaceTrac RACEIRAC PETROLEUM INC. ]OD GALLERIA YARNMAA 50UTHEAST SURF 900 ALU, Y IA 6 ]0]]9 i1101131 J176ifi00 PROJECT NAME OKEECHOBEE, FL OKEECHOBEE FLORIDA 34972 SR 70 & NE 10TH AVENUE RACETRAC STORE NUMBER #1433 PROTOTYPE SERIES 5.51 2.0 2020 RH EX 0113 IN PLAN MOOIFICATION NOTICE S►B NO. "': DATE 02118120 S MRD RO IW EDa RIN MDOTA IN[ FROIOTAI[ {ERIE SEtFl ItllFO EIOYF. THE U{IFD i11 N[INF{Ut{ CMF YDOSTO NIS TDTIP SERIES $1ETD61gL RELEASE. THE ISSUE RRN RECORD COIUYY UDI[ DFS{ ETA AFTER TWE{ OR IFI IRCLEASE. ED IY (Hit ET EfIFR TN[ ONtlIWI NFIFASF. C OYlACIIYORRAC EP SUBNYYANO COYITIn TNT FON RR U71C INE1 {UllFiIYA NOT IN ONPoUIff xFNEIY. PROFESSIONAL SEAL PROJECT NUMBER ?021_ t? SHEET TITLE DUMPSTER ENCLOSURE ELEVATIONS SHEET NUMBER 010-E I� Y INTERIOR C. M.0 FINISH o w TO BE PAINTED EP -1 TO 9 \ 18 -MIN ,e' MIN \ MATCH BOLLARD AT DUMPSTER \ 22'-0- LONG SCH 40 PVC PIPE FOR FUEL ❑ MEASURINGSTICK- . PAINT TO MATCH CMU ❑❑ FLOOR DRAIN. SEE 1 -0' 6' DW. STEEL CIVIL DRAWINGS / BOLLARD -SEE DETAIL EXPANSION JOINT 61AD10 TYP ❑ 1 / ■ REFER TO STRUCTURAL ❑ FOR CONSTRUCTION JOINTS DETAIL r i m T -r I__ L ❑ 6' THICK 4000 PSI ❑ CONCRETE SUB \ WITH 4X4W4GX4.0 1 WWF -TVP PROVIDE ■ POSITNE SLOPE TO DRAIN AWAY FROM ❑ ENCLOSURE SEE CIVIL ❑ INTERIOR C.M.U. FINISH 7'43/4' a m TO BE PAINTED IEP -11 TOMATCH BOLLARDAT - DUMPSTER (EXPANSION JOINT Pq OVIDE SASH BLOCKS AT I O EXPANSION JOINTS. FILL WRN SEALANT EACH SIDE (2) VERT. BAR (SIZE TO \ _ �❑ �� ❑� MATCH WALL REINFJ TYP. U.N.O. EACH SIDE OF JOINT m\ r ' 3-0SAT 3'4' /. / 3 3/f DUMPSTER ENCLOSURE PLAN DUMPSTER ENCLOSURE ROOFING SYSTEM. ENGLERT METAL ROOF SYSTEM SERIES 2500 1-314' HIGH STRUCTURAL SNAP LOCK STANDING SEAM WITH NO BATTEN. PANELS ARE 18' WIDE 24 GAUGE GALVALUME WITH BAKED -ON PERMACOLOR 2000 KYNAR 5DO IN SMOOTH FINISH WITH (2) 1'8' HIGH X118' WIDE STYRAN RIBS TO BE SPACED TO DIVIDE INTO THREE EQUAL PARTS COLOR TO MATCH DARK BRONZE. 6_8 21 P 3 / AE. 010-E BRICK VENEER TO WRAP CMU CORNER GATE POST. SEE 3 ACT I AND 41A011 FOR DETAILS M 4 5 4010-E EDGE OF SLAB h ISSUE/REVISION RECORD DATE DESCRIPTION 02 12 2020 PRELIM PACKAGE RaceTrac RACEIRAC PETROLEUM INC. ]OD GALLERIA YARNMAA 50UTHEAST SURF 900 ALU, Y IA 6 ]0]]9 i1101131 J176ifi00 PROJECT NAME OKEECHOBEE, FL OKEECHOBEE FLORIDA 34972 SR 70 & NE 10TH AVENUE RACETRAC STORE NUMBER #1433 PROTOTYPE SERIES 5.51 2.0 2020 RH EX 0113 IN PLAN MOOIFICATION NOTICE S►B NO. "': DATE 02118120 S MRD RO IW EDa RIN MDOTA IN[ FROIOTAI[ {ERIE SEtFl ItllFO EIOYF. THE U{IFD i11 N[INF{Ut{ CMF YDOSTO NIS TDTIP SERIES $1ETD61gL RELEASE. THE ISSUE RRN RECORD COIUYY UDI[ DFS{ ETA AFTER TWE{ OR IFI IRCLEASE. ED IY (Hit ET EfIFR TN[ ONtlIWI NFIFASF. C OYlACIIYORRAC EP SUBNYYANO COYITIn TNT FON RR U71C INE1 {UllFiIYA NOT IN ONPoUIff xFNEIY. PROFESSIONAL SEAL PROJECT NUMBER ?021_ t? SHEET TITLE DUMPSTER ENCLOSURE ELEVATIONS SHEET NUMBER 010-E 2 CANOPY FRONT ELEVATION 8': 1-0 CANOPY ELEVATION , -,-0 GENERAL NOTES Race Trac 1. AREA WITHIN 18' -0 -OF DISPENSER BOTH HORIZONTALLY IN 11111,1115 ARE 5.11111 TO FEOEIML AND VERTICAL SHALL BE CLASS I. DIVISION 2 COPYRIGHT MRS: ANY USE OF RAPE 2. EXTINGUISHERS SHALL BE PROVIDED AND SO LOCATED WITHOUT THE XPRESSED WRITTEN THAT NO PUMP DISPENSER OR FILL -PIPE OPENING SHALL PEN M18610No I RAC F IRAC PETROLEUM. BEA GREATER DISTANCE THAN 50-.0 FROM SUCH INC. IS PROHIBITED. 2016 RACETRAC DISPENSER. PETROLEUM INC. 3, NO SMOKING SIGNS SHALL BE POSTED IN ACCORDANCE 2020 RH EX 0113 W ITH LOCAL JURISDICTION REQUIREMENT DESIGN PROFESSIONALS A PVC PIPE SHALL NOT BE USED ON TOP OF CANOPY ONLY SPS NO. 0113 DATE 0218/20 YP ENT WITH WATER TIGHT CONNECTIONS SHALL BE FUYOAID PUN FUlUIINX 1110 MODIFY 1Nl PERMITTED 'NO1DT"t SERIFS ED NOTED AROVE. THE DfTE1 f11 R[II[{FYl{ 1X[ MTHI 5. REFER TO ELECTRICAL SCHEDULES FOR CANOPY NDOIFILRTNY IYLONPOMiFO i0 TXT{ MDTOTO[ LERIFL IFl El DNGIML MLH{E. CIRCUITS LES ER NON WY IFDORO COIYYY AROYF OfS{AMIINSNN{DI{II IPULSES. TFD IY 6 REFER TO SITE ELECTRICAL PLAN FOR SECURITY CAMERA THIS 111 IXE DIIGNM ETRE LOCATIONS AND MOUNTING. CONTACT MCIMAC EKIYEFNIG AND RJE AND 7. REFER TO FINISH SCHEDULES FOR MATERIAL TO TNN FON ANY RURSEDUENY S PEC IFICATIGNS B REFER TO SITE PLAN FOR NUMBER OF CANOPY SIGNS TO Mark S. Salopek, LLC BE PLACED. B REFERTO MANUFACTURERS SHOP DRAWINGS FOR ALL PROFESSIONAL SEAL STRUCTURAL DETAILS. 10. REFER TO SITE SPECIFIC PLAN FOR CANOPY LIGHTING 3638 WEST GALLOWAY DR 11. REFER TO SITE SPECIFIC PLAN FOR CONCRETE ISLAND RICHFIELD OH "286 LAYOUT 12. REFER TO CANOPY MANUFACTURER'S DRAWINGS FOR FOUNDATION INFORMATION AND COLUMN SURROUND. ISWOE/REVISION RECORD DATE DESCRIPTION 021121020 PRELIM PACKAGE RaceTrac RRC FTRAC PETROLEUMARC. 100 GALLERN PARTWAY SOUTHEAST SURF 900 ATLANTA GEORGM 30339 770, 1SI-16DD PROJECT NAME OKEECHOBEE, FL OKEECHOBEE FLORIDA 34972 SR70&NE10TH AVENUE RACETRAC STORE NUMBER #1433 PROTOTYPE SERIES 5.5K 2.0 2020 RH EX 0113 ANNAT PLAN MODIFICATION NOTICE SPS NO. 0113 DATE 0218/20 FUYOAID PUN FUlUIINX 1110 MODIFY 1Nl 'NO1DT"t SERIFS ED NOTED AROVE. THE DfTE1 f11 R[II[{FYl{ 1X[ MTHI SHEET KEYNOTES NDOIFILRTNY IYLONPOMiFO i0 TXT{ MDTOTO[ LERIFL IFl El DNGIML MLH{E. M2M RED MARK II CABINET WITH RED COVER. ON BACK SIDE LES ER NON WY IFDORO COIYYY AROYF OfS{AMIINSNN{DI{II IPULSES. TFD IY 1 OF COLUMN COVER. PROVIDE ONE 60-8 RATED THIS 111 IXE DIIGNM ETRE EXTINGUISHER CONTACT MCIMAC EKIYEFNIG AND RJE AND DCI TOWELDISPENSER DCI MARKETING' ITEM NUMBER SBWC TO TNN FON ANY RURSEDUENY 2 BLACK YUUATIN NJ INCORPOMTEC HFIEIR 3 TRASH GAN. REFER TO SITE PLANS. ABUMPER POST REFER TO CIVIL SITE DETAIL SHEETS PROFESSIONAL SEAL 5 NOT USED 6 STEEL CANOPY COLUMN PAINTED EP -1 7 RACETRAC LOGO REFER TO SIGN PLAN FUEL CANOPY FINISH SCHEDULE ID MANUF. MATERIAL COMMENTS FASCIA BLUE 7 BLUE STRIPE RED - REFER TO SPECIFICATION CHART ON SHEET C/OO PROJECT NUMBER WHITE - 8 -WHITE STRIPE 20201`-- 12 PNM EP -1 SHERWIN EXTERIOR PAINT SHEET TITLE WILLIAMS TOS W 01020 -BIACKP0-- FUEL CANOPY STANDARD CANOPY FASCIA COLOR ELEVATIONS SPECIFICATION CHART COLOR CANOPY STANDARDCOLOH CALLOUT MANUFACTURER SPECIFICATION LANE CANOPIES ETT TAN FASCIA TAN' MAGEE CANOPIES ETT TAN FASCIA SHEET NUMBER MADISON CANOPIES PUEBLO TAN FASCIA LANE CANOPIES TIED RED FASCIA J NcGEE CANOPIES TIED RED FASCIA - O O 'RED' PROGRAM RED MADISON CANOPIES PROGRAM RED FASCIA 1 CANOPY ELEVATION K CANOPY SIDE ELEVATION 2 Ila' -1V SHEET KEYNOTES MRM RED MARK II CABINET WITH RED COVER. ON BACK SIDE 1 OF COLUMN COVER. PROVIDE ONE 80-0 RATED EXTINGUISHER. TOWEL DISPENSER'DCI MARKETING- ITEM NUMBER SBWC 2 BLACK 3 TRASH CAN REFER TO SITE PLANS. A BUMPER POST REFER TO CIVIL SITE DETAIL SHEETS. 5NOT USED 6 STEELCANOPY COLUMN PAS NED EP -1 17 RACETRAC LOGO REFER TO SIGN PLAN EDO FUEL CANOPY FINISH SCHEDULE ID MANUF. MATERWL COMMENTS FASCIA BLUE - 2BLUE STRIPE RED - REFER TO SPECIFICATION CHARI ON SHEET C100 WHITE - B' WHITE STRIPE PA NT EP -1 SHERWIN EXTERIOR PAINT WILLIAMS TO SW 87020 BUCK FOX' Race Trac THESE PUNS ARE SUBJECT TO FEDERAL COPYRIGHT UWS. ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PER FAVOR OF RACETRAC PETROLEUM INC. IS PROHIBITED. 2016 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS Mark S. Salopek, LLC 3638 WEST GALLOWAY DR RICHFIELD OH 44286 ISSUE/REVISION RECORD DATE DESCRRTIDD 02/12/2020 PRELIM PACKAGE RaceTrac. ABC ETRAC PEIRDLEUM. IMC. 2DO 6ALLERM PAR WAY SOUTHEAST SUITE 90D ATUNTA. GEDRGU. 30339 i110 411-`6D. PROJECT NAME OKEECHOBEE, FL OKEECHOBEE FLORIDA 34972 SR 70 & NE 10TH AVENUE RACETRAC STORE NUMBER #1433 PROTOTYPE SERIES 5.51( 2.0 2020 RH EX 0113 PLAN MODIFICATION NOTICE SPB NO. 0113 DATE 02/1820 $IAYDAR0 PUN BULLETIN$ SPI) MODIFY THE PROTOTYPE SERIFS Ift YOlEO IIOYE. THE llIfE0 f 11 RFIRf$EYl$ THF UTFiI MODIFICAtNY IYCORIOM1Fp TO Ixlf PROTON.. SERIEI iI, AI ON61ML MlUft. THE ISSUE NUMBER RECORDCOLUYY AIDYE J." A. RHISNY3 OR SII IMC ORIOMIEC IY IRIS BE? AFTER THE ORIGINAL RELUS f. C OYYACI MCFIRAC EY61YFfRIY4 ANO CDYS TRUCTIOY FOR BYT SUMEOUEYT IULLEIIYS YOI IMC DRIOIIATEC MERELY. PROFESSIONAL SEAL PROJECT NUMBER 2020157.12 SHEET TITLE EDO FUEL CANOPY ELEVATIONS SHEET NUMBER 101 1 M RIGHT ELEVATION '9 W i 3 i QBS TO. TOWER ROOF 23 -0, 0 - 1.200 TOTAL 5F RIGHT ELEVATION T T O. PARAPET WALL TS OF ELEVATION nk 19' - 10 16% 3'16'=1'-0' 7 58% M TO TOWER ROOF lk 23' - 0' 1�h TO PARAPET WALL 191-10' W 17 3 D SIRT.O. TO ER ROOF 23' -0" OR TO.PARAPETWALL 19' -10' J rTO £ 0' -0 LEFT -c-E. ATIDN ELEVATION 5IONAGE DIMENSIONS AREA (NON -ENTRY) 1203TOTALSF FRONT RT PARALLELOGRAM 13-518'X3'-0-40 SF MATERIAL SQ. FOOT, %OF ELEVATION BANNER ^-8-X5'-6- 42 SF LEFT ELEVATION STONE 272 23% BRICK 693 57% EIFS 99 8% GLAZING 0 0% METAL 115% WOOD 75 7% 4 17 13 T- RIGHT ELEVATION iF_-='___ 0.0 ' (ENTRY) 1.200 TOTAL 5F RIGHT ELEVATION MATERIAL S0. FOOT TS OF ELEVATION 4S ONE 198 16% 3'16'=1'-0' BRICK 697 58% 316'=1'-0- EIFS 112 9% 6 PATIO FAN REFER TO GLAZING 11" 15% METAL 171 11% 2, 111 TOTAL SF WOOD 0 0% IS OF ELEVATION L 3116'=1-0' 610NI 314 BRICK 1204 17% 57% 1 EIFS 182 TO TOWER ROOF lk 23' - 0' 1�h TO PARAPET WALL 191-10' W 17 3 D SIRT.O. TO ER ROOF 23' -0" OR TO.PARAPETWALL 19' -10' J rTO £ 0' -0 LEFT -c-E. ATIDN ELEVATION 5IONAGE DIMENSIONS AREA (NON -ENTRY) 1203TOTALSF FRONT RT PARALLELOGRAM 13-518'X3'-0-40 SF MATERIAL SQ. FOOT, %OF ELEVATION BANNER ^-8-X5'-6- 42 SF LEFT ELEVATION STONE 272 23% BRICK 693 57% EIFS 99 8% GLAZING 0 0% METAL 115% WOOD 75 7% 4 17 13 T- T.0 TOWER ROOF 23'-0- lh T.O. PARAPET WALL 19'-10' AM. No T.0 SLAB ■ 'y'y4_'� :' iF_-='___ 0.0 ' U 2NOT USED FRONT ELEVATION �_�.aCS`Rm� MATERIAL 30. FOOT. SIR- SLAB FRONT ELEVATION STONE 421 191 316'=1'-0- BACK 649 EIFS1B1 8% 6 PATIO FAN REFER TO G LAZWG 7]t 15% METAL 170 REAR ELEVATION 2, 111 TOTAL SF REAR ELEVATION MATERIAL 60• FOOT, IS OF ELEVATION L 3116'=1-0' 610NI 314 BRICK 1204 17% 57% 10 EMERGENCY FUEL SHUT OFF SWITCH. MOUNT TOP OF SIGN AT 48-A. F. F. EIFS 182 9Y SERVICE CJT AND METER GUZING 0 0% SUUF 00 AIMBII. GEOR60N 30009 METAL 336 16% WOOD 15 Y g w w u. 8 Z to w w 1 T.0 TOWER ROOF 23'-0- lh T.O. PARAPET WALL 19'-10' AM. No T.0 SLAB ■ 'y'y4_'� :' iF_-='___ 0.0 ' U 2NOT USED FRONT ELEVATION 2 163 TOTAL SF MATERIAL 30. FOOT. % ELEVATION FRONT ELEVATION STONE 421 191 316'=1'-0- BACK 649 EIFS1B1 8% 6 PATIO FAN REFER TO G LAZWG 7]t 15% METAL 170 8% 8 ACM PANEL REVEAL WOOD 211 10% Race Trac TNEEE PLAINS ARE SYIJECT TO FEDERAL COPTRNNT MMS: ART USE OF MME WIiXOUI TNF FiIA[SSEO tAITTEIN IFR MISSION OE RIC ETAAC IEIROLEOM. I.E. IS 11OHIARE.. 2016 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS 13 Mark S. Salopek. LLC 3638 WEST GALLOWAY DR RICHFIELD OH 44286 Ir ISSUEIREVISION RECORD GATE RRCRNTIOR 0211212020 PRELIM PACKAGE ELEVATION KEYNOTES 1 WALL MOUNTED SECURITY CAM: -. 2NOT USED 3 MECHANICAL EQUIPMENT BEYOND 4 REFER TO DETAILS ON SHEET A431 FOR CAST STONE SHAPE 5 HOSE BIB. REFER TO PLUMBING DRAWINGS 6 PATIO FAN REFER TO SPECIFICATIONS 7 ILLUMINATED SIGN PANEL BY OWNER MOUNTED ON RACEWAY 8 ACM PANEL REVEAL LINE. REFER TO REFLECTED CEILING PLAN FOR01MEr�SI R a c e Tra c. 9 INTERCOM AND SPEAKER 10 EMERGENCY FUEL SHUT OFF SWITCH. MOUNT TOP OF SIGN AT 48-A. F. F. RACE) RAC PETROLEUM INC. 11 LOCATION OF ELECTRICAL SERVICE CJT AND METER 100 GALLERIA PARKWAY SOUTHEAST 1Z GENERATOR TAP BOX -SEE ELECTRICAL FOR LOCATION SUUF 00 AIMBII. GEOR60N 30009 13 SECURTY CAMERA MOUNTED TO FASCIA 17M 4317600 14 OVERFLOWSPILL SCUPPER 15 PACKAGE PASSER. REFER TO EQUIPMENT PLAN 16 PROVIDE METAL GUARD GATE AT LADDER TO 8'-0' AFF. WRH LOCKING HASP PROJECT NAME 17 4'4Y'WIDEXI'-7' HIGH SCUPPER. REFER TODETAILS 99IDONSHEETA201 OKEECHOBEE EXTERIOR MATERIAL SCHEDULE 3 AWNING C 1 FL AW -1 - ALUMINUM AWNING SELECTED BY RACETRAC BRICK B R-1 BORAL LAREDO BRICK MORTAR COLOR'LIGHT BUFF - CONE OKEECHOBEE CS,I S•t CCONTINENTAL MATCH BORAL TUSCAN COLOR 1102 NATURAL STONE CAST STONE OR LINTEL CHAMPAGNE MORTAR COLOR'UGHT BUFF' SEAL FLORIDA 34972 APPROVED WITH (SL -51 SEALANT OTHER SR 70 & NE 10TH CEMENT BOARD HP -1 JAMES HARDIE ARTISAN V -GROOVE SIDING PAT NT SHERWIN WILLIAMS SEALSKIN AVENUE 57675. BLIND FASTEN AND STAGGER PLANKS PER MANUFACTURER'S RACETRAC STORE NUMBER RECOMMENDATION EIFS #1433 EF -1 5TO STO THERM Cl 'FINE FINISH" APPLICATION COLOR TO MATCH SW M141"SOFTERTAN' PROTOTYPE SERIES 5.5K 2.0 GLAZING GLS 15/16' IMPACT RATED CLIMATE ZONES 2 OR 3 IGU AT 2020 RH EX 0113 INSULATED LAMINATED GLAZING STOREFRONT 0.28 U -FACTOR. SHGC PF>0.25=027(1/4-PPG SOLARBAN PLAN MODIFICATION NOTICE 7D-XLLOW-ER•1?AIR-I/4 CLEAR SATIN ETCH 59, OR APPROVED BPS NO. 0113 DATE 02118/20 ALTERNATE ETANMRD FUN BULLETIN ISM) NOTIFY THE GL -7 15119- IMPACT RATED ACID CLIMATE ZONES 2 OR 3. IGU AT PROTOTYPEi:ME1 MT NOTF.... IS. THE ETCHED INSULATED STOREFRONT 0.28 U -FACTOR SHGC UFR. IFI RFI.E. A THE EAIHI GLAZING. PF10.25=027(1/4-PPG SOLARBAN 110.111.11MN M1.1I.luTE. TO 1.11 70 -XL LOW -E 02 -112- AIR .114' CLEAR, OR APPROVED ALTERNATE P-TTIE FFUll 111.10M.INl RELUIE. iHEI11UE AEYNI)NAECOROCOLUMNMOYE UEIE AYI 1-10.1 DR 111 IMCRIORATEC IN METAL THIS SET AFTEA THE ORIGINAL RELEASE. M-1 PREFINISHED 4'2 -PIECE METAL TO MATCH STOREFRONT C -111 ASIE1111 ENIMERINANO COM PRESSION METAL COVER COLOR DARK BRONZE CON IRUCTIONFOPAYI IUISEGUFNI ZULU TIM b7 INORI-EC HEMIC M-2 COLOR DARK BRONZE. METAL TO MATCH STOREFRONT COLOR DARK BRONZE PROFESSIONAL SEAL M-3 VISTAWALL TOR FG -510D IMPACT PREFINISHED DARK BRONZE APPROVED RESISTANCE STOREFRONT ANODIZED ALUMINUM AA-MI2C22A4 ALTERNATE) SYSTEM TOR APPROVED ALTERNATE) PREFINISHED DARK BRONZE ANODIZED ALUMINUM AAW12C22AM M-5 ALCOA REYNOBOND PE COLORWELDS00'CIASSICBRONZE- ME ALCOA REYNOBOND PE DURAGLOSS 3000 -PROGRAM RED' M-7 VERSATEX WP4 TONGUE AND GROOVE PAINT SOFTER TAN M -O PREFINISHED e' 2 -PIECE METAL TO MATCH STOREFRONT COMPRESSION METAL COLOR DARK BRONZE PAINT COVER PROJECT NUMBER EP -1 SHERWIN EXTERIOR PAINT TO SW 20201E 12 WILUAMS .7020 -BLACK FOX' ROOFING SHEET TITLE 0 URO DUROLAST 50 MIL MEMBRANE ROOFING WHITE MECHANICALLY FASTENED SYSTEM EXTERIOR S TACKED STONE SS -1 BORAL ASPEN COUNTRY WET STACK APPLICATION. MORTAR ELEVATIONS LEDGESTONE COLOR "LIGHT BUFF' STONEBAND SB -1 BORAL TUSCAN LINTEL MORTAR COLOR'LIGHT BUFF - CHAMPAGNE TREX TX -1 SELECT 172' THICKNESS WOODLAND BROWN SHEET NUMBER COMPOSITE WINDOW FILM WF -1 WINDOW FILM 3M PRESTIGE SEE A600 FOR WINDOW FILM 300 70 SOLAR FILM LOCATIONS WF -2 WINDOW FILM, OPAQUE SEE A600 FOR WINDOW FILM LOCATIONS LUMINAIRE SCHEDULE SYmYo1 U0.1 OlI C.kk9 Numb.+ oll'-p- . F•. i.•I.m LLE MADD, Al, SCVIED-IOL- ❑ MSC-LNIV -UM IC0"IDA E VERTEX LEIS ETROLELMCANOPY SCVIED-fol AMIGNI IDD S6 SCSOIES 50.LMIT LED LUIINNRE O tOtEM • A39t-05 NfTH:LAC%TRIM AND LEDS LUMENRATING• LR61E6 Nr 1.00 IIS RECESSED SMITE e.SLNS MIRAN NMLL SCONCE LEDS (%VM,OA vLASnc LENS 501 15TR-Y•1o5O O 9 P SPECTRA SCALE -I TOP LUMINAIRE 12 LED ARRAY CP]STRI-No 15+] IDD 10 fCOMODO(R4 -+xfDI DY ; OA.OD YS LED( EROSTVIA s .DY,ts DPFUSER MRM( _ SIL3T{MVdA1 • S0.1pDRl MRAIIU-MRM LEDS MRMIEDSM OUTDOOR LED AREA IDD N7 UGIT 50.,OCRI LUMINAIRE SCHEDULE (CONT.) D.N,'MM n IM Ory C.I.kp Numlw 0..c•P+un lamp FV LLF N1.Ik MRM-LEDSOL INS 13 41L F711N-0 • SO-AI•L MIRANDA - MRM LEDS OUTDOOR LED AREA LIDHT(SHIELDED, -,ED- SAFTSO A- ,Do 147 -10CR-WS i{EDd6l ❑ �' I SOLEdR2 MIRAN NMLL SCONCE LEDS (%VM,OA LSI %MMIT{EO AIION1n , Od 59 SAMZT4 ES KNM.FT-0- 501 ] O s01,Ednz NIRANDA V.ALL SCONCE LEDS 13YKu LSIAF .-ICO N d.SD IES STATISTICS D.N,'MM n Sv_ A. Mu Mn MA... A.YIVn .I. -P1.11 LIn. + 03k 1.Jk ook NIA NIA GnDP, + x991[ ]SD Ic tselc 2I+ 1.+ See + k DDk WA WA . 1 )K Aak I.I. A. .+.,, +5J1 pP.Or LUH + D.k I.. S.. WA WA EDO C.Npr + NI. xllk 19.O Ic IS+ ,}+ GENERALNOTES I 1 ALL FIXTURES UTILIZED IN THIS SITE PHOTOMETRIC PLAN ARE FULL CUTOFF 2 MOUNT AREA LUMINAIRE TYPE 702(S) AT 284Y AFG (INCLUDING POLE BASE 3 FILE NUMBERS PROVIDED FOR PHOTOMETRY REFERENCE ONLY. CATALOG NUMBERS SHALL BE UTILIZED FOR ORDERING FIXTURES A COLOR TEMPERATURE OF FIXTURES SHALL BE PROVIDED AS FOLLONS Al AREA LIGHTING -5700K 4.2. BUILDING MOUNTED -5700K 43. 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MAIN STREET • STE 2531 AKRON. OH M311 ISSUE REVISION RECORD DATE DESCRIPTION 02/13/20 PRELIMINARY PACKAGE MCEIMC NFR0IEYN. K. 100 ftllfSY PAR AV f0117HMSi SU" 900 3TLl9Te 1. MISSOURI :7, 1-x610 FROM CI NAME OKEECHOBEE OKEECHOBEE FLORIDA 34974 SR 70 8 NE 10TH AVENUE RACETRAC STORE NUMBER #1443 PRUTOTTPE SERIES 5.5E 2.0 PLAN MODII ICATION NOTICE SPS, NO. DATE .1 I'EII " TXF Dw [ .mono \Dn.ev.w.An Oafeuuutn PROFESSIONAL SEAL PROJECT NUMNtR ::;206:. SHEET TTTLI SITE PHOTOMETRY PLAN SHEET NUMBER SP -1 1♦ LUMINAIRE SCHEDULE AS- Mp MA. n ND,Mn A,pMm S~ LAD.( ON C•Wlp Numb, Ill- L.- ON CAL... N. p.. I... Lamp FI, um.m a. ❑ Al SLVIEDIOL- ,0• SL-UNV-qM 50.VM, SCOTTSOKE VERTEX LESS. 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'1s '.e 's] 'm sl so 5° f. .° ,3 v o0 D° ',I •}• • e '35 'a1 •6) ',l 'af ASA 'S1 A.A '+s .1 A.A A.A •AO ']J Aly ']1 •1. ]a ID 1. '11 'I] ]A 11 a1 .] .1 A.l %I ',] II , r]] 5• t11 AS 161 59 sI ,1 31 0 c•'s- '.- V .. 1 0J t u e6 s .. •A '.A 'I1 S. „ ,2 a. n. 11 II 11 t• Sl .9 12 5_ s, .A .A •.a .9 5. f. A3 5 ]C .."`....... SITE PHOTOMETRY PLAN SP -7 SCALE:1116'=1 x Rece7tec .to, IL A., SYS,EC, TO iF0FM1 C017e U. 1.1 YSF OF 11.1 WITxOYT iN[ [l Il[SSFO W11TRM IEANBSIOY 0l MCEIBA[ IF11101FYM DESIGN PROFESSIONALS GPD GROUP, INC. is • I-" 52C S. NAI% STREET, SEE 7531 AKRON, ON 44311 ISSUMMEYISIDN RECORD DATE DESCRUSTIIM 02/13/20 PREUMINARY PACKAGE ifted%%EBCA .. MIINMR M. f1 YWEE MEMO MMMMi MIRM A1LI? U]MM N 17MI RI eT1-iM PROJECT MME OKEECHOBEE OKEECHOBEE FLORIDA 34974 SR 70 & NE 10TH AVENUE HACETRAC STORE NUMBER #1443 PROTOTYPE SERIES 5.5K 2.0 PLAN MODIFICA710M NOTICE SPD NO. DATE Dxxo•ArzarxE ° M1xR AITII x51111 RF a3 sB c .uullos ADUALDAry II. I. - PROFESSIONAL SEAL 1'RUJECT MEMBER '20151.12 SHEET TITLE SITE PHOTOMETRY PLAN (CONT.) ° BMEET NUMBER SP -2 4M PRELIMINARY DRAINAGE REPORT For RaceTrac — Okeechobee EDO SR -70 & SE 10th Avenue City of Okeechobee, FL Prepared for: RaceTrac Petroleum, Inc. Prepared by I'IHOMAS E N G I N E E R I N G G R O U P 6300 NW 31 Avenue Ft LauderdalF L 33310 -Kevija A Setar>lrourt, RE ` Florida Profes0onal Engineer Licens . 83361 0 STATE OF : �� C9 ONAL �`� INTRODUCTION Introduction/Purpose The site is described as identified in the legal description in the survey provided. The project will be encompassed within approximately 6.63 Acres and is located in the City of Okeechobee limits north of the intersection of SR -70 and SE 101h Ave. The site is currently a vacant lot located and is not associated with an existing Environmental Resource Permit according to SFWMD records. The scope of the project involves the development of a RaceTrac Market and gas station with 5,411 sq. ft. convenience store and 21 fuel positions (16 standard + 5 Diesel only). The afore -mentioned work done under this project shall include the construction of the convenience store, the fueling stations and canopies as well as the associated parking lot and utilities. The entire property will be developed in accordance with the City of Okeechobee code of ordinances. This documentation is being presented in support of the activities proposed for this project. Water Table The geotechnical report enclosed describes the water table elevations encountered during the soil borings and exfiltration rate studies done on the site. On average, the water table was encountered at an elevation of 14.5' NAVD. Exfiltration Rates Geotechnical borings and tests were performed based on the constant head exfiltration test methodology were used to estimate "K" values. Based on the field data, an average "K" value of 2.45 x 10-5 cfs/sgft-ft of head was determined to be ineffective for the use of exfiltration trenches. Therefore, it was decided to provide water quality and volume storage requirements with the use of a retention area that will be provided north of the proposed RaceTrac. Due to the poor exfiltration rates, we are calling for the soil above the water table to be replaced throughout the retention area with clear free draining soil to help bleed the retention area during storm events. Please refer to attached geotechnical report for reference. Flood Elevations The FEMA FIRM map 12093CO480C indicates the site to be in Zone X, above the elevation of the 100 year flood area. The firmette is enclosed with this report for reference. Water Quality Per SFWMD design criteria, water quality treatment is required for 2.5 -inches times the percent impervious area (61.3% x 2.5" x 6.627-acres/12 = 0.84 ac -ft). The required water quality volume of 0.84 ac -ft will be met entirely within the provided retention area. Conclusion In summary and based on the following calculations, the drainage system for the proposed RaceTrac Market will meet South Florida Water Management District and local jurisdictional requirements and it is suggested that the project be approved for construction. PROPOSED DRAINAGE CALCULATIONS Design Criteria: Estimated Seasonal High Water Level: Proposed Acreages iLmill Z1'UK Lake Areas (AJ: 0 sf Date: 1/27/2020 MHOMAS Roof Areas (AR): Project: RT Okeechobee or 0.141 ac Pro et No: FJ 1900 9 1000 Corporate Drive, Ft. Lauderdale, FL 33334 Calculated By: KAB Tel: 954-202-7000 Green Areas (AG): Checked By: KAB Fax: 954-202-7070 2.510 ac Total (AT): PROPOSED DRAINAGE CALCULATIONS Design Criteria: Estimated Seasonal High Water Level: Proposed Acreages iLmill Z1'UK Lake Areas (AJ: 0 sf or 0.000 ac Roof Areas (AR): 6.123 sf or 0.141 ac Paved Areas (AP): 173.234 sf or 3.977 ac Green Areas (AG): 109.323 sf or 2.510 ac Total (AT): 288,680 sf or 6.627 ac Compute Required Water Quality Volume: 'I) Provide at least 1 inch over the developed project: VPRE = 1 inch x AT x 1 ft / 12 inches = 1 x 6.627 / 12 0.55 ac -ft or 6.60 ac -in 2) Provide 2.5" over % impervious area a) Site Area for water quality pervious/impervious calculation: As = AT - (AL + AR) = 6.627-(0+0.141) = 6.49 ac of site area for water quality pervious/impervious b) Impervious area for water quality pervious/impervious calculation: AIMP= As - AG = 6.486-2.51 = 3.98 ac of impervious area for water quality pervious/impervious c) Percent of impervious for water quality calculation: = Aimp / As x 100% = 3.976 / 6.486 x 100% = 61.3% impervious d) For 2.5" times the percent impervious: = 2.5" x % impervious area = 2.5 x 0.613 = 1.53 inches to be treated e) Compute volume required volume for quality detention VPRE = inches to be treated x ( AT - AL) = 1.53 x (6.627 - 0 ) x 1 foot / 12 inches = 0.84 ac -ft or 1 10.14 ac -in 3) Since the 10.14 ac -in is greater than the 6.6 ac -in computed for the first inch of runoff the volume of 10.14 ac -in controls. 4) For dry retention, water quality volume shall be 75% of the amounts computed for wet detention. Wet detention volume = 10.14 ac -in Required Water Quality Volume for Dry Retention = Wet detention Volume " 75% 10.14x 0.75% = 7.61 ac -in or = 0.63 ac -ft. MH O M AS Date: 020 Project: FJ190RT Okeechobee Project No: FJ790029 PROPOSED STAGEISTORAGE AREA CALCULATION Prop. 21.00 22.48 22.60 20.00 0.00 0.00 0.00 Grades 17.40 17.64 [""", 22.00 16.00 � 0.00 0.00 0.00 Stage Landscape Area Area 1.677 0.000 ac: ft Pavement Area Area 3.821 0.000 ac. -f Sidewalk/Lands High Area 0.156 0.000 ac.-ft.(ac.-ft.)ac: Retention Area Area 0.833 0.555 AreaArea Area 0.000 0.000 ft. Area 0.000 0.000 (ac. -ft.) Area Area 0.000 0.000 ac: ft) Area 0.000 0.000 Jac. -ft.) Building 22.60 Area 0.14 0.000 (ac: fL) Total Site 6.628 15.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.50 0.00 0.00 0.00 0.29 0.00 0.00 0.00 0.00 0.00 0.29 17.00 0.00 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.59 17.50 0.00 0.00 0.00 0.91 0.00 0.00 0.00 0.00 0.00 0.91 18.00 0.08 0.05 0.00 1.25 0.00 0.00 0.00 0.00 0.00 1.38 18.50 0.28 0.29 0.00 1.60 0.00 0.00 0.00 0.00 0.00 2.18 19.00 0.60 0.73 0.00 1.98 0.00 0.00 0.00 0.00 0.00 3.30 19.50 1.03 1.37 0.00 2.37 0.00 0.00 0.00 0.00 0.00 4.76 20.00 1.57 2.20 0.00 2.78 0.00 0.00 0.00 0.00 0.00 6.55 20.50 2.24 3.23 0.00 3.19 0.00 0.00 0.00 0.00 0.00 8.66 21.00 3.02 4.46 0.00 3.61 0.00 0.00 0.00 0.00 0.00 11.06 21.50 3.86 5.88 0.00 4.02 0.00 0.00 0.00 0.00 0.00 13.76 22.00 4.70 7.50 0.00 4.44 D.00 0.00 D.00 0.00 0.00 16.64 22.50 5.54 9.32 0.03 4.8fi 0.00 0.00 0.00 0.00 0.00 19.75 22.60 5.70 9.70 0.05 4.94 0.00 0.00 0.00 0.00 0.00 20.39 Sidewalk Gross 12950 0.297291 Sidewal Net 0.16 Lands high 3283 0.075367 Previous Permit Elevations NGVD NAVD FFE 25.2 23.7 WT 20.5 19 25Y 24.1 22.6 10Y 22.6 21.1 H 0M AAECiRC.> tri DESIGN CRITERIA Date: 1/2712020 Project: RT Okeechobee Project No: FJ190029 October Water Elevation 14.50 FEMA Elevation N/A ............................................................................................. PROPOSED LAND USE SUMMARY Areas: Square Ft. Acres Percent Lake 0 0.00 0.0% Building 6,123 0.141 2.1% Paved and Sidewalk 173,234 3.977 60.0% Pervious 109,323 2.510 37.9% Total Area: 288,680 6.627 -100.0% STAGEXSTORAGE AREA CALCULATION Stage Site Stage -Storage (previous page) Exfiltration Trench Storage (ac. -ft.) Chamber Storage (ac. -ft.) Total Storage Area (ac. -ft.) 15.00 0.00 0.00 0 00 0.00 15.50 0.00 0.00 0.00 0.00 • 16.00 0.00 000 0.00 0.00 16.50 0.29 0.00 0.00 0.29 17.00 0.59 000 0.00 0.59 17.50 0.91 0.00 0.00 0.9-1 18.00 1.38 0.00 s 0 00 11.38 18.50 2.18 0.00 0.00 2.18 19.00 1 3.30 000 0,00 3.30 19.50 4.76 0.00 0.00 4.76 20.00 6.55 000 01,00 6.55 20.50 8.66 0.00 0.00 8.66 21.00 11,08 0.00 0.00 -11.08 _21.50 13.76 0.00 0.00 13.76 22.00 16.64 0.00 0.00 16.64 22.50 19.75 0.00 0.00 '19.75 22.60 20.39 0.00 0.00 20.39 Soil Storage Land Use Summan7: VVater Storage inches 1 0.45 Acres Percent Lake Areas (AJ: 0.000 0.0% Roof Areas (AR): 0.141 2.1% Paved Areas (AP): 3.977 60.0% Green Areas (AG): 2.510 37.9% Total (AT) 6.627 100.0% Average Pervious Grade (Elev.): '19.20 Depth to Water Table: 4.70 ft Soil Storage at Average Depth (SS): 6.75 inches Weighted S value: = Ss,( % Pervious = 6.75 x 0.379 =1 2.:56 inchis Rainfalls From Figure C-9, 100 -Year 3 -day Storm = 10.00 inches From Figure C-8, 25 -Year 3 -day Storm = 9.00 inches From Figure C-7, 'i 0 -Year 'I -day Storm = 5.00 inches Results from Flood .Routings Compacted Soil Storage per SFMID Vol. IV Page C -III -1 Depth to Water Table (feet) VVater Storage inches 1 0.45 2 1.88 3 4.05 4 6.75 Runnor (Q) _ (P - 02S)2 / (P + 0.8S) =(I 0 - ( 0.2- 2.56))^2 / ('10 + (0.8 x 2.56)) = 7.47 inches of total runnoff Runoff Volume = Q " Project Area = 7.47 x 6.627 = 49.50 acre -inches = 4.13 acre -ft. Maximum Stage for 100 -Year 3 -Day Storm (no discharge) 19.23 NGVD or 17.78 NAVD Runnoff (Q) _ (P - 0.2S)2 / (P + 0.8S) _(9- (0.2x2.56))'`2/(9+(0.8x2.56)) = 6.52 inches of total runnoff Runoff Volume = Q " Project Area = 6.52 x 6.627 = 43.21 acre -inches = 3.60 acre -ft. Maximum Stage for 25 -Year 3 -Day Storm no discharge) 19.10 JNGVD or 17.60 NAVD (WATER QUALITY ELEVATION: 17.39 1 NAVD ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME 11 _ Effective: AUGUST 10, 2014 LAapp t 1, t _ •',a. ' F l � I G 3 PYP;'�T A y PAL u nrAC- F r4.F rFdl' 'o-ZN AP LES �^�! ,r rpqT XU SITE 7.4" UJAW1 vr. � kAi LIES ENURE C-3, 7 -DAY RAINFALL: 5. -YEAR RETURN PERIOD A-13 ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME 11 Eecly:October 1,2013 - e | A r L A N 7 1 0 + , ■ , / � ■ � � `,mom ! ■ ■ '® . .#.z -l0,9 JUPITER -- AL FA #w . , e#«,Ja 10 MAPS! .ƒ- �. / ® ® 7 8.6" _»r { ® �7 } �- ] : < ] , } � �. ■ �. ® u.2•WC %95 , 40 r 70 A & . � FIGURE C-4. 1 -DAY RAINFALL: 10 -YEAR k\Tdk\ PES OD 14 ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME II Effective: October 1, 2013 ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME 11 Effective: October 1, 2013 r� to f In 02 FT 14 -0l f z11F a z `. �� _Jd ,TE? V 4 e wee iws 7 on % A Y4 it 14 _ 2200CA.eAXON ?2 - rot r1,R� 20 NRP1.E5 i:9IA.'Y ''•�,, :iERIIALE 'IC' SITE 4 14 17.5„ 14 YAM] t .4 14 14 !i �► ; al r UNIT a INCHES tz 3 -DAY RAINFALL, 100 -"►FEAR RETURN PERIOD A-19 National Flood Hazard Layer FIRMette .� FFMA Legend 271 4'57.88"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) ' SPECIAL FLOOD With BFE or Depth . :e Au -"R VF ss y HAZARD AREAS Regulatory Floodway i EL' 1C• Fr,=t t" 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average a depth less than one foot or with drainage 4 areas of less than one square mile Future Conditions 1% Annual All Chance Flood Hazard ' Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. V FLOOD HAZARD Area with Flood Risk clue to Levee-, i. • F' T y.hJlJl-1.44 E FLi[I H4=F.D �. . 0- _ - i .• �` ~ 0 SCREE Area of Minimal Flood Hazard _.. s ! " r= Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard W -f GENERAL - — - Channel, Culvert, or Storm Sewer STRUCTURES l i l l l l l Levee, Dike, or Floodwall t ' t " _ e Zo'Z Cross Sections with l%Annual Chance i L 7: �- -1 y, ,., 17•5 Water Surface Elevation 3. t. ` �1�".', �' '�i�".�". y (] - - Coastal Transect _. Base Flood Elevation Line (BFE) A Limit of Study Jurisdiction Boundary Coastal Transect Baseline Ct _ 7 I OTHER _ Profile Baseline dVWVM FEATURES Hydrographic Feature fa' - I Digital Data Available N 'j F L' _." .>['.'; l y}' No Digital Data Available MAP PANELS Unmapped A E L 1K., 1=t -rt, . The pin displayed on the map is an approximate R Q point selected by the user and does not represent AREA _;'F [:II I1-,1AL FL'.:t_ [ "A77 F:[ia+- � an authoritative property location. 8 }� t This map complies with FEMA's standards for the use of digital flood i emap shown with FEMAt bed below. Thebasos basemap ' I <. `• I I r accuracy standards nr f� a ti�,✓ The flood hazard information is derived directly from the - ' 1r, �� '�, ♦. ! _ authoritative NFHL web services provided by FEMA. This map was exported on 1/28/2020 at 3.50:28 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or (EL I : F _t ■y become superseded by new data over time. o This map image is void if the one or more of the following map m elements do not appear: basemap imagery, flood zone labels, EL Ir. F«=et , a USES The Nafionol'Map;+0rthL)j[ ageily Lk is refreshed 4pd 20 i J legend, scale bar, map creation date, community Identifiers, FIRM panel number, and FIRM effective date. Map images for Feet 1 -6,000 27°14'25.89"N 000 unmapped and unmodernized areas cannot be used for 0 250 500 1;000 1,500 2,000 regulatory purposes. GFA INTERNATIONAL FLORIDA'S LEADING ENGINEERING SOURCE Report of Geotechnical Exploration RaceTrac #1443 SR 70 and SE 10th Avenue Okeechobee, Florida December 23, 2019 GFA Project Number 19-6691 & 19-6691.01 For: RaceTrac Petroleum, Inc. dratrRlama NATlu` g000. pogocbu ao. . gpppe00q 0.aoa . �gevegwppoe<. .�gpppOopOopa- ve00pOOppoor 90000pOOpp yr peepepep ggs.a.� ,vaseeve�po - e W-- Since 1988 _ Florida's Leading Engineering Source Environmental -Geotechnical • Construction Materials Testing - Threshold and Special Inspections - Plan Review & Code Compliance Mr. Cleo Chang "a : T r c :::> 0 ,... r 200 Galleria Parkway E., Suite 900 Atlanta, GA 30339 Phone: (770) 431-7600 Email: cchang a-racetrac.cor.. Site: RaceTrac #1443 SR 70 and SE 101' Avenue Okeechobee, Okeechobee County, Florida GFA Project No. 19-6691 & 19-5691.01 Dear Mr. Chang: December 23, 2019 GFA International, Inc. (GFA) has completed the subsurface exploration and geotechnical engineering evaluation for the above -referenced project in accordance with the geotechnical and engineering service agreement for this project. The scope of services was completed in accordance with our Geotechnical Engineering Proposal (19-6691 & 19-6691.01), planned in conjunction with and authorized by you. EXECUTIVE SUMMARY The purpose of our subsurface exploration +was to classify the nature of the subsurface soils and general geomorphic conditions and evaluate their impact upon the proposed construction. This report contains the results of our subsul-face exploration at the site and our engineering interpretations of these, with respect to the project characteristics described to ils including providing recommendations for site preparation and the design of the foundation system. V1Ie understand the project consists of the construction of an approximate 5,111 square -foot, one-story RaceTrac retail structure, with a canopy area and parking/driveway areas (RaceTrac #1413). There will also be underground storage tanks and a stormwater management area (detention/retention) constructed. For purpose of the exploration, maximum column and wall loads are estimated to be on the order of 80 kips and 5 klf, respectively. You indicated underground storage tanks (UST) will be installed to depths of up to 20 fleet below site elevation. We estimate up to three to four feet of fill may be required at some locations at the site to raise the existing ground surface elevation to the final site elevation. The recommendations provided herein are based upon the above considerations. If the project description has been revised, please inform GFA International so that we may review our recommendations with respect to any modifications. 201 Waldo Avenue North • Lehigh Acres, Florida 33971 - (239) 489.2443 - (239) 489-3438 (fax) , www.teamgfa.com OFFICEs THROUGHOUT FLORIDA Race Trac #1443 Geotechnical Repo Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 2 of 16 The following soil testing was completed for this study: ➢ Two (2) Standard Penetration Test (SPT) borings to depths of approximately 20 feet below the existing ground surface (BGS) within the footprint of the proposed underground storage tank (UST). ➢ Six (6) SPT borings to depths of approximately fifteen (15) feet BGS within: the footprint of the proposed building and canopy areas. ➢ Four (4) SPT borings to depths of approximately ten (10) feet BGS within the footprint of the proposed parking/pavement/driveway areas. ➢ One (1) SPT boring to a depth of approximately ten (10) feet BGS within the footprint of the Stormwater Management Area. ➢ Six (6) additional SPT borings to depths of approximately fifteen (15) feet BGS within the Borth and South Alignment. ➢ Two (2) Open -hole Falling Head exfiltration tests to a depth of 10 feet. The subsurface soil conditions encountered at this site generally consists of very loose to very dense sands (SP) with varying amounts (if any) of roots, shell fragments, and weathered limestone, very loose to medium dense slightly silty sands (SP -SM), loose silty sands (SM), and moderately hard limestone (LS) to the boring termination depths. Please refer to Appendix D: "Record of Test Borings" for a detailed account of each boring. The subsurface soil conditions at the project site are generally favorable for the support of the proposed retail structure on shallow foundations. An allowable bearing capacity of 2,500 psf may be used for foundation design. Expected settlement of the structure is less than 1 inch total and less than '/x inch differential. We appreciate the opportunity to be of service to you on this project and look fon�vard to a continued association. Please do not hesitate to contact us if you have any questions or comments, or if we may further assist you as your plans proceed. Respectfully Submitted, GFA International, Inc. Florida Certificate of Authorization dumber 4930 Rene Mendoza, E.I. Staff Engineer `�,1�111Irr;� \� S. DNr C??�if�r Cr Adam J. �Ck�trk'�2�_ .19-State of �-IdNNA Geotechnical 6dpa� rttent`IUlanager GFP Race Trac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 3 of 16 TABLE OF CONTENTS 1.0 INTRODUCTION................................................................................................................. 4 1.1 Scope of Services........................................................................................................... 4 1.2 Project Description.......................................................................................................... 4 2.0 OBSERVATIONS................................................................................................................4 2.1 Site Conditions................................................................................................................ 4 2.2 Geomorphic Conditions................................................................................................... 5 2.3 Field Exploration............................................................................................................. 5 2.4 Visual Classification........................................................................................................ 6 2.5 Subsurface Conditions.......................................................................................6 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS .............................................. 7 3.1 Hydrogeological Conditions............................................................................................ 7 3.1.1 Exfiltration Testing................................................................................................... 8 3.2 Building and Canopy Foundation Recommendations................................................... 8 3.2.1 General...................................................................................................................8 Slab Thickness.............................................................................................................13 3.2.2 Site Preparation....................................................................................................... 9 3.2.3 Excavation Conditions............................................................................................10 3.2.4 Design of Footings..................................................................................................10 Compacted Subgrade - Rigid Pavement.......................................................................14 3.2.5 Ground Floor Slabs................................................................................................11 Placement and Curing..................................................................................................14 3.2.6 Lateral Earth Pressure............................................................................................11 5.7 3.2.7 Seismic Zone..........................................................................................................12 3.2.8 Frost Protection......................................................................................................12 Effects of Water............................................................................................................15 4.0 UNDERGROUND STORAGE TANK CONSIDERATIONS.................................................12 5.0 PARKING AND ROADWAY CONSTRUCTION RECOMMENDATIONS ............................13 5.1 General Components....................................................................................................13 5.2 Rigid Pavement Design...............................................................................................13 5.3 Slab Thickness.............................................................................................................13 5.4 Pavement Joints...........................................................................................................14 5.5 Compacted Subgrade - Rigid Pavement.......................................................................14 5.6 Placement and Curing..................................................................................................14 5.7 Concrete Pavement......................................................................................................14 5.8 Effects of Water............................................................................................................15 5.9 Construction Traffic.......................................................................................................15 5.10 Pavement Site Preparation..........................................................................................15 6.0 REPORT LIMITATIONS.....................................................................................................16 7.0 BASIS FOR RECOMMENDATIONS..................................................................................17 Appendix A - Vicinity Map Appendix B - Test Location Plan Appendix C - Notes Related to Borings Appendix D - Record of Test Borings Appendix E - Discussion of Soil Groups GFP RaceTrac #1443 Okeechobee, Lee Couny, Florida GFA Project No. 19-6691 & 19-6691.01 1.0 INTRODUCTION 1.1 Scope of Services Geotechnical Report December 23, 2019 Page 4 of 16 The objective of our geotechnical services was to collect subsurface data for the subject project, surnmarize the test results, and discless any apparent site conditions that may have geotechnical significance for building construction. The follo+iving scope of service is provided within this report.- 1. eport: 1. Prepare records of the soil boring logs depicting the subsurface soil conditions encountered during our field exploration. 2. Conduct a review of each soil sample obtained during our field exploration for classification and additional testing if necessary. 3. Analyze the existing soil conditions found during our exploration with respect 'to 'Foundation support 'For the proposed structure. 4. Provide recommendations vvith respect to 'Foundation support of the structure, including allowable soil -bearing capacity, bearing elevations, and foundation design parameters. 5. Provide criteria and site preparation procedures to prepare the site for the proposed construction. 1.2 Project Description We understand the project consists of the construction of an approximate 5,411 square -foot, one-story RaceTrac retail structure, with a canopy area and parking/driveway areas (RaceTrac #1443). There will also be underground storage -tanks and a stormwater management area (detention/retention) constructed. For purpose of the exploration, maximum column and wall loads are estimated to be on the order of 80 kips and 5 klf, respectively. You indicated underground storage tanks (UST) will be installed to depths of Lip to 20 feet below site elevation. We estimate up to three to four feet of fill may be required at some locations at the site to raise the existing ground surface elevation to the final site elevation. The recommendations provided herein are based upon the above considerations. If the ;project description has been revised, please inform GPA International so that we may review our recommendations with respect to any modifications. 2.0 OBSERVATIONS 2.1 Site Conditions A geotechnical engineer From our office conducted site reconnaissance on November- 21, 2019 to observe and document surface conditions at the site. The information gathered was used to help us interpret the subsurface geotechnical data and to detect conditions which could affect our recommendations. GFP Race T rac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 5 of 16 The site is located at along the north side of State Road 70 between SE 8th Avenue and SE 'I 0`h Avenue in Okeechobee, Okeechobee County, Florida. The site consists of a vacant grassy parcel with some paha trees and other larger trees. There is a residential neighborhood bordering the west side of the property, and a vacant grassy parcel boarding the property to the north and east. The existing site elevation is approximately two to three feet below the elevation of State Road 70. 2.2 Geornorphic Conditions The geology of the immediate vicinity, based on the USDA Soil Survey and the Soil Survey of Okeechobee County, is representative of Manatee Loamy fine sand (6) soil type and Immokalee fine sand (11) soil type. According to the USDA Soil Survey, the description of the soil type is as follows: Manatee loamy fine sand, frequently ponded, 0 to 1 percent slopes (6): Under natural conditions, the seasonal high water table is at the surface to 24 inches above the surface from June through March. During the remainder of the year, it is typically at the surface to a depth of 12 inches. The water table may recede below 12 inches during extended dry periods. Immokalee fine sand, 0 to 2 percent slopes (11): Under natural conditions, the seasonal high water table is at a depth of 6 to 18 inches from June through September. During the remainder of the year, it is typically at a depth of IS to 40 inches. The water table may recede below 40 inches during extended dry ;periods. 2.3 Field Exploration The following soil testing was completed for this study: 9 Two (2) Standard Penetration Test (SPT) borings to depths of approximately 20 feet below the existing ground surface (BGS) within the footprint of the proposed underground storage tank (UST). > Six (6) SPT borings to depths of approximately fifteen (15) feet BGS within the footprint of the proposed building and canopy areas. v Four (4) SPT borings to depths of approximately ten (10) feet BGS within the footprint of the proposed parking/pavemeni/driveway areas. One (1) SPT boring to a depth of approximately ten (10) feet BGS within the footprint of the Stormwater Management Area. > Six (6) additional SPT borings to depths of approximately fifteen (15) feet BGS within the North and South Alignment. > Two (2) Open -hole Falling Head exfiltration tests to a depth of 10 feet. GFH Race Trac #Y443 Geotechnical Report Okeechobee, Lee County, Flonida Deoennbor23,2010 GFA Project No. 10'069/&10'069/0/ Page 0of16 The locations ofthe borings per -formed are illustrated in"Appendix B: Test Location Plan". The Standard Penetration Test (SPT) boring method vvaa used as the investigative tool within the borings. SPT tests were performed in substantial accordance with ASTM Procedure [}'1586. "Penetration Test and Split-B-arrej Sampling of Soils". This teat procedure consists of driving a 1.4 -inch I.D. Split -tube sampler into the soil profile using a 140 -pound hammer failing 30 inches. The number of b|ovvn per foot, -for the second and third 6 -inch incnannent, is on indication of soil strength. The soil samples recovered fronn the soil borings were visually classified and their stratification is illustrated in "Appendix D: Record of Test Boringe"It should be noted that soil conditions might vary between the strata interfocas, which are shown. The soil boring data vaf/eoi in -formation from a specific ieat location only. Site specific survey staking for the test locations was not provided for our field exploration. The indicated depth and location of each test vias approximated based upon existing grade and estimated distances and relationships toobvious landmarks. The boring depths were oe|eohad based on nur knowledge of vicinity soils and to include the zone of soil likely to be stressed by the proposed construction. The recovered aannp|as were not exanoined, either visually or ona|ydna{|y, for chemical composition orenvironmental hazards. GFA would bepleased toperform these aen/ineafor an odditinna|fee.ifrequired. 2.4 Visual Classification Soil samples recovered from ou/ field exploration were returned to our laboratory where they were Visually examined in general accordance with ASTNI C-2488. Samples were evaluated to obtain an 000unata understanding of the soil properties and site geomorphic conditions. After a thorough visual examination of the recovered site aoi|e. no laboratory testing was deemed necessary. The results are presented in "Appendix[): Record ofTest Borings"Bag samples of the soil encountered during Our field exploration will be held in Our laboratory for your inspection for 30 days and then discarded unless we are notified otherwise in writing. 2'5 SubSUrfaCe Conditions Boring logs derived from nur field exploration are presented in "Appendix D: Record of Test Borings". The boring logs depict the observed soils ingraphic detail. The Standard Penetration Test borings indicate the penetration resistance, or N'va|uea. logged during the drilling and sampling activities. The classifications and descriptions shown onthe logs are generally based upon visuo/ characterizations of the recovered soil samples. All soil samples reviewed have been depicted and classified in general accordance with the Unified Soil Classification Gyntenn, modified as necessary to describe typical aouthvvest Florida conditions Sea "Appendix E: Discussion ofSoil Grnupe".-for adetailed description nfvarious soil groups. The subsurface soil conditions encountered at this site genera/|y consists of very loose to very dense sande (SP) with varying amounts (if any) of roots, shell fragrnmnts, and vveothanad limestone, very loose to medium dense slightly silty sands (8P -8M). loose silty sands (GM), and moderately hand limestone (LS) tn the boring termination depths. Please refer to Appendix D: "Record ofTest Borings" for adetailed account ofeach boring. 6 rb Race Trac #1443 Okeechobee, Lee Couniy, Florida GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 7 of 16 3.g ENGINEERING EVALUATION AND RECOMMENDATIONS 3.1 Hydrogeollogical Conditions On the dates of our field exploration, the ground%ivater table was encountered at depths ranging from approximately 2.33 to 5.25 feet below the existing ground surface (BGS). The groundwater table will fluctuate seasonally depending upon local rainfall and other site specific and/or local influences such as tidal events. Brief ponding of stormwater may occur across the site after heavy rains. No additional investigation was included in our scope of work in relation to the wet seasonal high groundwater table or any existing +well fields in the vicinity. Well fields may influence water table levels and cause significant fluctuations. If a more comprehensive water table analysis is necessary, please contact our office for additional guidance. The following table lists the water level depth encountered at each boring location: Table• During Field Exploration Baring NU mberr7T Water Level Feet B.G.S. B-1 4 B-2 4.5 B-3 3.33 B-4 3.5 B-5 5.25 B-6 3.17 B-7 4 13-8 4.5 B-0 3.5 B-10 4 B-11 2.33 B-12 N/A 13-13 3.67 B-14 4 B-15 3.67 B-16 3.17 B-17 3.67 B-18 5 B-10 5 GFH Race Trac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 ;image 8 of 16 3.1i .1 Exfiltration Testing GFA International performed two (2) Falling -Head Open -Hole Exfiitration tests at the site. The exfiitration testing was performed in accordance with the SFVVMD Constant -Head Open -Hole Test Method. The results are presented below. Depth (ft) Soil Description 0-10 Brown to Light to Dark Gray Sand (SP) to Slightly Silty Sand (SP) Water table: 5.0 feel: below grade. Saturated K = 2.6 x 10-5 (cfs/ft.2-ft. head) Saturated K = 2.21 (ft/da -ft. mead) The location of the exfiltration tests completed is illustrated in "Appendix B: Test Location Plan". 12 Building and Canopy Foundation Recommendations 3.2.1 General A foundation system for any structure must be designed to resist bearing capacity failures, have settlements that are tolerable, and resist the environmental forces that the 'Foundation may be subjected to over the life of the structure. The soil bearing capacity is the soil's ability to support loads without plunging into the soil profile. Bearing capacity failures are analogous to shear failures in structural design and are usually sudden and catastrophic. The amount of settlement that a structure may tolerate is dependent on several factors including: uniformity of settlement, time rate of settlement, structural dimensions and properties of the materials. Generally, total or uniform settlement does not damage a structure but may affect drainage and utility connections. These can generally tolerate movements of several inches for building construction. In contrast, differential settlement affects a structure's frame and is limited by the structural flexibility. The subsurface soil conditions at the project site are generally favorable for the support of the proposed residence on shallow foundations. A maximum allowable bearing pressure of 2,500 psf may be used for foundation design. Expected settlement of the structure is less than 1 inch total and less than '/z inch differential. GFP Pace Trac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 20 9 GFA Project No. 19-6691 & 19-6691.01 Page 9 o; 16 VVe note that the applicability of geotechnical recommendations is very dependent upon project characteristics, specifically (1) improvement locations, (2) grade alterations, (3) and actual applied structural loads. For that reason, GFA must be provided with and review the preliminary and final site and grading plans, and structural design loads to validate all recommendations provided in this report. Without performing this review, our recommendations should not be relied upon for final design or construction of any site improvements. 3.2.2 Site Preparation GFA recommends the following compaction requirements for this project.- Proof roject: Proof Roll..................................................................... 95% of a Modified Proctor Building Pad Fill............................................................ 95% of a Modified Proctor ➢ Footings....................................................................... 95% of a Modified Proctor The compaction percentages presented above are based upon the maximum dry density as determined by a "modified proctor" test (ASTM D-1557). All density tests should be performed to a depth of 12" below the tested surface unless noted otherwise. All density tests should be performed using the nuclear method (ASTM D-6938), the sand cone method (ASTM D-1556). Our recommendations for preparation of the site for use of shallow foundation systems are presented below. This approach to improving and maintaining the site soils has been found to be successful on projects with similar soil conditions. Initial site preparation should consist of performing stripping and clearing operations. This should be done within, and to a distance of five (5) feet beyond, the perimeter of the proposed building footprint (including exterior isolated columns). 2. Following site stripping and prior the placement of any fill, areas of surficial sand (not exposed limestone) should be compacted ("proof rolled") and tested. We recommend using a steel drum vibratory roller with sufficient static weight and vibratory impact energy to achieve the required compaction. Density tests should be performed on the proof rolled surface at a frequency of not less than one test per 2,500 square feet, or a minimum of four (4) tests, whichever is greater. Areas of exposed intact limestone shall be visually confirmed by the project geotechnical engineer prior to fill placement, in lieu of proof rolling. 3. Fill material may then be placed in the building pad as required. GFA estimates up to 'four feet of fill will be required at the site to raise the existing ground surface elevation to the final site elevation. The fill material should be inorganic (classified as SP, SW, GP, GIAJ, SP -Stet, SW -SM, GV\J-GM, GP -GM) containing not more than 5 percent (by weight) organic materials. Pill materials with slit -size soil fines in excess of 12% should not be used. Fill should be placed in lifts with a maximum lift thickness not exceeding 12 -inches. Each lift should be compacted and tested prior to the placement of the next lift. Density tests should be performed within the fill at a frequency of not less than one test per 2,500 square feet per lift in the building areas, or a minimum of four (4) tests per lift, whichever is greater. 4. For any 'footings bearing on a limestone formation, the bottom of all footing excavation shall be examined by the engineer / geologist or his representative to determine the condition of the limestone. The limestone shall be probed for voids and loose pockets of sand. Such areas shall be cleaned to depth of 3 times the greatest horizontal dimension and backfilled with lean concrete. GFP Race Trac -91443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 10 of 16 5. For footings placed on structural fill or compacted native granular soils, the bottom of all footings shall be tested for compaction and examined by the engineer / geologist or his representative to determine if the soil is free of organic and/or deleterious material. Density tests should be performed at a frequency of not less than one (1) density test per each isolated column footing and one (1) test per each fifty (50) lineal feet of wall footings. 6. The contractor should take into account the final contours and grades as established by the plan when executing his backfilling and compaction operations. Using vibratory compaction equipment at this site may disturb adjacent structures. We recommend that you monitor nearby structures before and during proof -compaction operations. A represen'ta'tive of GFA International can monitor the vibration disturbance of adjacent structures. A proposal For vibration monitoring during compaction operations can be supplied upon request. 3.2.3 Excavation Conditions A hard limestone layer was encountered at boring location B-3 and B-4 at the subject site at a depth of approximately 9 to '11.5 feet BGS. Based on our experience in the area, it is possible that intermittent layers of rock could be encountered within other areas across the site. If deep excavations are required, we recommend you conduct test excavations to develop your excavation plan. if blasting is required and/or approved live recommend vibration monitoring be performed and pre -condition surveys of neighboring structures be conducted prior to blasting. In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. it is mandated by this federal regulation that all excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the OSHA guidelines. Based on the anticipated final grades, control of the groundwater will be necessary during the installation of deep underground utilities (e.g. stormwater pipes). Some control may be necessary depending on recent rainfall for foundation construction. 3.2.4 Design ,of Footings Footings may be designed using an allowable soil bearing pressure of 2,500 ps1. Shallow foundations should be embedded a minimum of '18 inches below final grade. This embedment shall be measured from the lowest adjacent grade. Isolated column footings should be at least 24 inches in width and continuous strip footings should have a width of at least 18 inches regardless of contact pressure. Once site preparation has been performed in accordance with the recornmendations described in this report, the soil should readily support the proposed structure resting on a shallow foundation system. Settlements have been projected to be less than 1 -inch total and '/2 -inch differential. All footings and columns should be structurally separated from the floor slab, as they will be loaded differently and at different times, unless a monolithic mat foundation is designed. GfP Race Trac 4,9.443 Okeechobee, Lee County, Florida GFA Project No. 19-6699 & 19-6699.09 3.2.5 Ground ;Floor Stabs Geotechnical Report December 23, 2099 Page 11 of 16 The ground floor slabs may be supported directly on the existing grade or on granular fill following the foundation site preparation and fill placement procedures outlined in this report. For purposes of design, a coefficient of subgrade modulus 150 pounds per cubic inch may be used. The ground floor slab should be structurally separated from all walls and columns to allow for differential vertical movement. Excessive moisture vapor transmission through floor slabs -on -grade can result in damage to floor coverings as well as other deleterious effects. An appropriate moisture vapor retarder should be placed beneath the floor slab to reduce moisture vapor from entering the building through the slab. The retarder should be installed in general accordance with applicable ASTM procedures including sealing around pipe penetrations and at the edges of foundations. 3.2.6 Lateral Earth Pressure GFA recommends that cantilever retaining walls for truck docks be designed to resist the "active" earth pressure. Where the top of the retaining wail and the junctions between the two retaining walls is restrained against movement, we recommend that "at rest" earth pressure should be used for design. The recommended soil parameters for the design of the retaining walls are presented in the table below. Additional wail loading from forklifts and deliveries stockpiled near the wall should be accounted for in the design. The following geotechnical parameters were obtained by using empirically established relationships beNveen the SPT "NJ" values with various soil/rock properties. The geotechnical soil parameters are presented below: Table 1: Recommended General Geotechnical Design Parameters Soil .- DESIGN PARAMETER Soil Friction Angle (0) (;,leg) 30 25 At -rest Earth Pressure Coefficient Ko 0.50 0.40 Active Earth Pressure Coefficient K. 0.33 0.58 Passive Earth Pressure Coefficient Kp 3.00 2.4.6 Hydrostatic Pressure for Design V,n, 62.4 62.4 Coefficient of Wall Friction Between Concrete and 1n -situ Soils 0.35 0.35 Modulus of Subgrade Reaction K„ 150 pci 150 pci Dry Unit Weight of Soil 1./a 105 pcf 90 pcf Wet Unit Weight of Soil ywet 110 pcf 100 pcf Effective Unit Weight of Soil yeff 4.8 pcf 38 pcf Ir', Race Trac 41443 Geotechnical Report Okeechobee, Lee County, Florida Decomber 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 12 of 16 The earth coefficients presented above assume 'the retaining walls Would be backfilled with clean granular soils. V\/here the ;potential exists for buildup of hydrostatic pressure due to the water table, hydrostatic pressure should be assumed and added to the earth pressure for design, unless drainage is provided behind the retaining wall. 3.2.7 Seismic Zone All seismic provisions have been removed from the Florida Building Code as Florida is not seismically active. 3.2.3 Frost Protection All frost protection provisions have been removed from the Florida Building Code as Florida has a temperate climate. 4.0 UNDERGROUND STORAGE TANK CONSIDERATIONS A hard limestone layer was encountered all boring location B-3 and B-4 at the subject site in the area of the proposed underground storage tanks. Also, based on our experience in the area, it is possible that inien-nittent layers of rock could be encountered within the site. We understand the storage tanks vwill require excavations of up to 20 feet below finished grade. VVe recommend you conduct test excavations to develop your excavation plan. If blasting is required and/or approved, we recommend vibration monitoring be performed and pre -condition surveys of neighboring structures be conducted prior to blasting. Based on the encountered water table depth at the time of our exploration and the published Soil Survey of Okeechobee County, GFA recommends using a seasonal high water table of approximately 6 -inches below exiling grade for design of the underground storage tanks. Daae to the depths associated with the proposed construction, dewatering will be required to complete the work in the dry. The high groundwater tables in the vicinity of excavations shall be reduced to prevent water Inflow into excavations. Excavations shall be kept dry during subgrade ,preparation and continually thereafter- until installation of the wet well structures. The dewatering will be required to maintain groundwater elevation at least 24 inches below the bottom of the wet ,well at all times to prevent bottom disturbance or failure. The soil parameters listed in the table below are for design purposes of the UST: GFP Race Trac #9443 Okeechobee, Lee County, ; lodda GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 13 of 16 VVe recommend the tank excavation backfill be completed in general accordance with "Section 3.2.2: Site Preparation" of this report. Based on our borings in this area of the site, most of the upper sandy soil (SP) would be suitable for reuse in backfilling the tank excavation. Proper aeration and drying of the soils below the water table will likely be required to maintain a moisture content level suitable to achieve the desired level of compaction of sands dUring backfill operations. 6.13 ?ARKING AND ROADWAY CONSTRUCTION RECOMMENDATIONS 5.1 ;t ened°al Components Based on the RaceTrac Specifications and Report Requirements, the minimum design parameters for rigid pavement require parking and entrance areas to consist of 6 -inches of concrete, air entrained with fiber mesh. Wooden expansion joints to be used with smooth dowels placed 18"o.c. in parking and roadway areas. Rigid Pavement in storage tank areas requires 8 -inches of concrete, air entrained with fiber mesh. Steel reinforcement #5 rebar at '18"o.c. each way. 5„2 Rigid Pavement Design It is anticipated that this project may utilize Portland Cement Concrete pavement. Concrete pavement is a rigid pavement which has lower load transfer to the subgrade soils than flexible (asphalt) pavement. Rigid pavement may be constructed of Portland cement concrete air entrained with fiber mesh providing a minimum 28 -day compressive strength of 3,500 psi. Portland cement should be Type I. In addition to the recommendations provided below, refer to the "Guide to Jointing of Non -Reinforced Concrete Pavements,” published by the Florida Concrete and Products Association, Inc., and 'Building Quality Concrete Parking Areas," published by the Portland Cement Association. 5.3 Slab Thickness Concrete pavement thickness should be uniform throughout, with the exception of thickened slab areas (curbs, and adjacent to construction and expansion joint). Our recommendations on slab thickness for standard duty concrete pavements are based on (1) the specified subgrade compaction, (2) modulus of subgrade reaction (k) equal to 75 pounds per cubic inch, (3) 20 -year design life, and (4) equivalent single axle loads (E18SAL) as specified below. The following table summarizes our recommendations for pavement thicknesses: Light Duty: Automobiles, light (pickup) trucks and limited heavy truck traffic, E'l 8 SAL up to 18,000. Heavy Duty: Heavy truck traffic areas, E18SAL up to 335,000. GFP Rane7ram#/443 Okeechobee, Lee County, Florida GFA Project No. 19- 6691 & 10-8601.0Y 6.4 Pavement Joints Geotechnical Report December 23,2OYQ Page 14 of 16 Control Joinia.for crack control ofthe pavement, should be spaced closely, sdabout 8to14feet aport, and should provide o uniform square or a compact rectangular pattern. The joint pattern, including placement ofutility access facilities (nnanhn)es, junction bozea, fill poda, etc.) should be Submitted for review/ and approval prior to construction. Depth of the joints should be ,-:it least |4ofthe concrete slab thickness. Joints should besawed assoon athe concrete can withstand tnaffio, while not so soon as to cause raveling of the concrete surfaoe and aggregate during eovv/ng. Construction joints and expansion joints are the pavement -features most susceptible to damage and fnrthat reosnn, their use should be minimized. Placement ofconstruction joints should be approved prior to commencement of concrete placement. Construction joint placement should be planned to occur at narrow aootinno of pavenoents, such as driveways. In the event expansion joints are proxided, they should be thoroughly cleaned of debris, upon oonnp|eiinn, and then properly sealed with an oppropricde preformed or self -leveling petroleum resistant sealer. 5.5 Compactecl Subgrade—Rig�d Pavement Concrete pavement isorigid pavement that transfers much lighter mhae loads tothe subgrade than eflemib|e pavement. Due tothe lighter loads being transferred, concrete pavements may be constructed atop the compacted fill or existing SUbgrade without additional stabilization. We recommend thatsubgrmde nnoteha|o be compacted in place according to the requirements in "Section 5.10: Pavement Site Preparation" of this report. Pavement should be constructed only over stable, smooth & free draining aubgnades. Rutting ofsubg/ades-fronn concrete trucks and other traffic should be repaired prior to placement of concrete. Subgnade eoi|o Should be compacted to a nnininnunn density of 08 percent of the Modified Proctor nnaxinnurn dry density according to ASTk8 O-1557 to a depth of feet below the bottom of the dab The aubgrade should be thoroughly wetted immediately prior to concrete placement, to minimize absorption of moisture From the concrete during curing. 5.6 Placement and Curing Placement and curing of concrete pavement should be conforming with all applicable American Concrete InStitUte (ACI) standards and in particular to recommended procedures for hot weather concrete work. Cure 'the concrete pavement either with moist curing (burlap or plastic sheeting) or with e liquid Curing uonnpound. Afugitive dye should be considered for the curing compound as a means of verification that the curing compound is applied properly and remains in place for Sufficient period oftime. 5.7 Concrete 9avemmamt The minimum rigid pavernent thickness recommended in this report is based upon concrete with o noininnunn compressive strength of 3,500 psi. Fill that may be required to raise grades in slab areas should becompacted toatleast 98 percent ofthe IModd§adProctor maximum dry density (ASTM D-1557) 6 F� Race Trac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 15 of 16 The pavement slabs should be reinforced to snake them as rigid as possible. Proper joints should be provided at the junctions of slabs and foundation systems so that a small amount of independent movement can occur without causing structural damage. Construction and control joints should be installed in accordance with ACI and Industry practices. Actual pavement section thickness should be provided by the Design Civil Engineer based on traffic loads, volume, and the owner's design life requirements. The above section represents the minimum thickness representative of typical local construction procedures and, as such, periodic maintenance shOUld be anticipated. All pavement materials and construction procedures should conform to the FDOT, American Concrete Institute (ACI), or appropriate city/county requirements. 5.8 Effects of Water Many roadways and parking areas have prematurely deteriorated due to intrusion of the viet seasonal high groundwater table or surface runoff mitigation. GFA recommends the roadways and parking areas be constructed with a minimum separation of '1'/Z feet between the wet seasonal high groundwater table and the base course, independent of the type of base material used. In addition, the parking areas should be constructed with Full - depth curb sections. The use of extruded Curb sections, which lie directly on top of the final surface course or the eliminating of curbing entirely, may allow surface runoff and/or irrigation water to migrate between the base and surface course. This migration can result in separation of the surface course from the base course causing a rippling effect, which may result in an increased deterioration of the pavement. In addition, lased on the near surface soils encountered, perched water tables may occur during periods of heavy rain. The site civil engineer should tape this into consideration in the site deskin process. 5.9 Construction Traffic Incomplete pavement sections or areas of pavement designed for light duty traffic will not perform satisfactory under construction traffic loadings. GFA recommends all construction traffic (i.e. construction equipment, etc.) be re-routed away from these areas or the pavement sections be designed to support these batting conditions. 5.10 Pavement Site preparation Upon review of the site soil data, GFA's recommendations of site preparation for pavernents are noted below. This approach to improving and maintaining the site soils has been found to be successful with similar soil conditions. I. Initial site preparation should consist of performing dewatering operations if necessary prior to any earthwork. 2. The proposed construction limits should be cleared, stripped and grubbed of all construction debris, trees, and vegetation and associated root systems to a depth of their vertical reach. This should be done within and to a distance of 5 feet beyond the road perimeter. GfP Race Trac V 1443 Okeechobee, Lee Count11, Flo da GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 16 of 16 3. Prior to any fill operations, the existing ground surface should be compacted. GFA recommends a medium weight roller be used to prepare the site for the proposed pavement section. upon completion of the proof -rolling, density tests should be performed at a frequency of one test per 5,000 square feet, or at a minimum of two test locations, whichever is greater, to confirm a minimum compaction compliance of 98 percent of Modified Proctor maximum density (AASHTO T-180). 4. Place fill material, as required. The fill material should be inorganic (classified as SP/GIM containing not more than 5 percent (by weight) organic materials. Fill materials with silt - size soil fines in excess of 6% should not be used, this includes cyclone sand r-naterial. Place fill in maximum 12 -inch li-l'rs and compact each lift to a minimum density of 93 percent of the Modified Proctor maximum dry density (AASHTO T-180) with a roller as mentioned previously. 5. Perforin compliance tests within the fill at a frequency of not less than one test per 5,000 square feet per lift in the pavement areas, or at a minimum of two test locations, whichever is greater. 6. The appropriate pavement section should be constructed in accordance to specifications presented earlier in this report. 7. The contractor shall take into account the final contours and grades as established by the paving and drainage plan when executing any backfilling and / or compaction operations. Using vibratory compaction requiiiprnent at this site may disturb adjacent struCtUrres. GFA rrec.omimends that you anonit.or nearby structures before and during proof -compaction operations. if disturbance is noted, halt lAbratory compaction operations and inform GFA immediately. GFA ovvill review the compaction procedures and evaluate if the compactive leffOrrt reesulteCd in a satisfactory SUbgrade, complying with design specifications 3.0 REPORT LIMITATIONS This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the proposed RaceTrac #1443 located SR 70 and SE 10`" Avenue in Okeechobee, Okeechobee County, Florida. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report, is based in part upon the data collected during a field exploration, however, the nature and extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may be necessary to reevaluate information and professional opinions as provided in this report. In the event changes are made in the nature, design, or locations of the proposed structure, the evaluation and opinions contained in 'this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by GFA International. GFA is not responsible for damage caused by soil improvement and/or construction activity vibrations related to this project. GFA is also not responsible for damage concerning drainage or moisture related issues for the proposed or nearby structures. GfP Race Trac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report ©ecernbei-23, 2099 Pare 17 of 16 GFA should be provided the opportunity to review the final foundation specifications and review foundation design drawings, in order to determine whether CFA's recommendations have been properly interpreted, communicated and implemented. If GFA is not afforded the opportunity to participate in construction related aspects of foundation installation as recommended in this report or any report addendum, GFA will accept no responsibility for the interpretation of our recommendations made in this report or on a report addendum for foundation pen'ormance. 7.0 BASIS FOR RECOMMENDATIONS The analysis and recommendations submitted in this report are based on the data obtained from the tests performed at the locations indicated on the attached figure in Appendix S. This report does not reflect any variations, which may occur between borings. While the borings are representative of the subsurface conditions at their respective locations and for their vertical reaches, local variations characteristic of the subsurface soils of the region are anticipated and may be encountered. The delineation between soil types shown on the soil logs is approximate and the description represents Our interpretation of the subsurface conditions at the designated boring locations on the particular date drilled. Any third -party reliance of our geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA international. The methodology (ASTIVI D-1686) used in performing our borings and for determining penetration resistance is specific to the sampling tools utilized and does not reflect the ease or difficulty to advance other tools or materials. 6 FP Site Location Okeechobee, FL VICINITY MAP N t RaceTrac 1443 W `• E SR 70 and SE 10th Ave. Okeechobee, Okeechobee County, Florida ; GFA International Project No.: 19-6691 S �.r r j I n NE ' Nl-� Si a : tt..S1 NE itt SE 3zh S1 SITE LOCATION NL t,:r, S 7 - BI bee Count Y �c� ��n "it ME buh S' _art s G wcl 9ih St 4Bank of America z ''Financial Center D Ibis 6 Break M("'D'onvi14d S I 90 ti V, Wendy's � � � � Alex Sirum GMC "' R y � :, Motor Homes, Inc St ire t, T - S£ ati 4T it- 6th >? `,E ort: y SF t - !>E *,f- SF 7ti, a T . t i ee Music Q }- SC ',0 St a� f 9. r v)�.0 Ilk 71nrr1 rk ..AW Site Location f -. Okeechobee, FL TEST LOCATION PLAN RaceTrac 1443 SIS 70 and SE '40th Ave.. Okeechobee, Okeechobee County Florida GFA Internation-M Project No.: 19-6691 4 *Scale and boring locations are an approximation and may not be accurate. Images are property of Google. NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE 1. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in groundwater levels are common; consult report text for a discussion. 2. The boring location was identified in the field by offsetting from existing reference marks and using a cloth tape and survey wheel. 3. The borehole was backfilled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring is subject to the limitations, conclusions and recommendations presented in the Report text. 6. "Field Test Data" shown on the Record of Test Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the sampler 6 inches. SPT uses a 140 -pound hammer falling 30 inches. 7. The N -value from the SPT is the sum of the hammer blows required to drive the sampler the second and third 6 - inch increments. 8. The soil/rock strata interfaces shown on the Records of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Records of Test Boring refer to conditions at the specific location tested; soil/rock conditions may vary between test locations. 9. Relative densitv fnr sands/nravPls and cnnsistancv fnr ciltc/clave arP A--r-rihad ac fnllrnms- SPT CPT SANDS/GRAVELS SPT CPT SILTS/CLAYS BLOWS/FOOT KG/CM2 RELATIVE DENSITY BLOWS/FOOT KG/CM2 CONSISTENCY 0-4 0-16 Very loose 0-1 0-3 Very soft 5-10 17-40 Loose 2-4 4-9 Soft 11-30 41-120 Medium Dense 5-8 10-17 Firm 31-50 over 120 Dense 9-15 18-31 Stiff over 50 Very Dense 16-30 32-60 Very stiff 31-50 over60 Hard 1ngain si7P deCrrintinnc arP ac fnllrnnia' 11 nofinitinn of rlcenrinfivc Terme of Pince- NAME SIZE LIMITS PROPORTION ADJECTIVE Boulder 12 Inches or more Up to 10% with a trace Cobbles 3 to 12 Inches 10 to 30% with some Coarse Gravel % to 3 Inches Fine Gravel No. 4 sieve to % inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines Smaller than No. 200 sieve 11 _ Definitions n-IntPd to ad -r.tivPq im,-H in snil/rnnk dascrintinnc- PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE Up to 10% with a trace Less than 1/32" Fine roots 10 to 30% with some 1/32" to %" Small roots 30 to 50% with '/4' to 1" Medium roots Greater than 1" Large roots GFi � B-1 0 N O B ]�la� I:I:I 1:1:1 BUILDING AREA B-2 N O;.+ B �Tnlr 61 qt` RaMa SOIL PROFILE LEGEND 1 1:1:1 - CIA B -X = BORING NUMBER 14 12O: 9 1 0nllea NMM GROUND WATER -9 Light Gay te Dark Gray Light 8— m Dark z a 77 1 AND SheY72 p J Fnpmenls 1 Trac DI SH J FrynMb 15 DaneICAL C Vel lanaemMedium Dense 11/21/2019 11121/2019 UNDERGROUND STORAGE TANK (UST) PIT AREA 0.3 VERY LOOSE B-3 0.19 N -STANDARD PENETRATION RESISTANCE TEST B-4 N 0 O N 7 �rarm ROM Q 77 6 rnxra RoaM 25-40 DENSE 1 ••t'1 1ANt • WOR - BORING INTERVAL ADVANCED UNDER 1:1:1 I:1:1 4 5 .. ........ i; .13- ........ ...................... 20 11/2112019 11/2112019 10 APPROXIMATE APPROXIIMTE APPROXIMATE 1 O FINES MODIFIERS SHELL MODIFIERS ORGANIC CONTENT MODIFIERS 1 O CONTENT 5% TO 15% SLIGHTLY SILTY OR SLIGHTLY CLAYEY 0% TO 5% WITH A TRACE OF SHELL MTO S% WITH ATRACE 16%7025% SILTY OR CLAYEY 6%7012%SLIGHTLY SHELLY M 5%TO% is SOIL PROFILE LEGEND 15 - 50/5" B -X = BORING NUMBER Tan. Orange, (D SAND ISP) SOIL TYPE© Very Looaeto Very Dame 0nllea NMM GROUND WATER -9 Light Gay te Dark Gray Light 8— m Dark SRR Rak® BrownSightly Silty SAND DaneICAL C Vel lanaemMedium Dense 11 4 -124 O `'Itty�SAND (SM) IN SOIL TYPES 0.3 VERY LOOSE NOTES: 0.19 N -STANDARD PENETRATION RESISTANCE TEST 10 AMg_ (SPT) VALUE- NUMBERS TO THE RIGHT OF 1 SORINGS INDICATE SPT VALUE FOR 12 -INCHES Frogrivents 15 .. ...... ........... 50 -IgD WOH • BORING INTERVAL ADVANCED UNDER 25-40 DENSE - w 1ANt • WOR - BORING INTERVAL ADVANCED UNDER ]Vft • ll0e 19seriFragShat WEIGHT OF ROD ria .�. .r FapmaMa 20 11/2112019 11/2112019 APPROXIMATE SOIL PROFILE LEGEND SOIL LEGEND Light Gay to Dark Gray. Light &own W Brown. B -X = BORING NUMBER Tan. Orange, (D SAND ISP) SOIL TYPE© Very Looaeto Very Dame DENSITY AND CONSISTENCY GROUND WATER -9 Light Gay te Dark Gray Light 8— m Dark LEVEL f;;�= BrownSightly Silty SAND DaneICAL C Vel lanaemMedium Dense NG = INDICATES GRADUAL TRANSITION O `'Itty�SAND (SM) IN SOIL TYPES 0.3 VERY LOOSE NOTES: 0.19 N -STANDARD PENETRATION RESISTANCE TEST ® LIMESTONE (LS) ® Moaeately Mara (SPT) VALUE- NUMBERS TO THE RIGHT OF 20-a9 SORINGS INDICATE SPT VALUE FOR 12 -INCHES 9-24 MEDIUM DENSE OF PENETRATION (UNLESS OTHERWISE NOTED). 50 -IgD WOH • BORING INTERVAL ADVANCED UNDER 25-40 DENSE WEIGHT OF HAMMER. SOFOR 3TOS WOR - BORING INTERVAL ADVANCED UNDER OVER 40 VERY DENSE WEIGHT OF ROD SO FOR 0TOr LFC - LOSS OF DRILLING FLUID CIRCULATION AILS -WEATHERED LIMESTONE SOIL CLASSIFICATION CORRELATION OF N - VALUES WITH RELATIVE CORRELATION OF N -VALUES WITH DENSITY AND CONSISTENCY HARDNESS DESCRIPTION COHESIONLESS SOIL SILTS AND CLAYS UMEROCK N - VALUE RELATIVE DENSITY N - VALUE CONSISTENCY N - VALUE RELATIVE DENSITY 0.3 VERY LOOSE 0-I VERY SOFT 0.19 VERYSOFT 4-6 LOOSE 2.4 SOFT 20-a9 SOFT 9-24 MEDIUM DENSE 5.6 FIRM 50 -IgD MEDIUM HARD 25-40 DENSE T-12 STIFF SOFOR 3TOS MODERATELY HARD OVER 40 VERY DENSE 13.24 VERY STIFF SO FOR 0TOr HARD OVER 24 HARD APPROXIMATE APPROXIIMTE APPROXIMATE FINES MODIFIERS SHELL MODIFIERS ORGANIC CONTENT MODIFIERS CONTENT CONTENT 5% TO 15% SLIGHTLY SILTY OR SLIGHTLY CLAYEY 0% TO 5% WITH A TRACE OF SHELL MTO S% WITH ATRACE 16%7025% SILTY OR CLAYEY 6%7012%SLIGHTLY SHELLY M 5%TO% WITH ORGANICS 26%TO 49% VERY SILTY OR VERY CLAYEY 13%T030% SHELLY M%TO 75% HIGH LY ORGANIC 31%7050% VERY SHELLY 75% TO 100% PEAT DEFINITION OF DESCRIPTIVE TERMS OF MODIFIERS FOR SILTS/CLAYSISHELUUGRAVELS ANE DESCRIBED AS FOLLOWS PERCENTAGE OF MODIFIER MATERIAL FIRST GUADFIER SECOND OUALIFIER 0-5 MOTH A TRACE OF. MODIFIER WITH A TRACE 5-12 SLIGHTLY. MODIFIER• Y WITHA LITTLE 12-30 MODIFIER.Y VYITHSOME W-50 VERY. MODIFIER .Y AND CANOPY AREA #1 B-5 B-13 F —11 I:I:I N 4 O Trace ol: I: I: 4 T o el O 1:1:1 Roots I: I: I Roots 6 O 6 5 ..... ...... .......�. _.. .... ....... .. O :I:I: h10 16 13 0 17 21 10 z_ x 10 14 F agme 11 W1n, some J Fra mems 11 J Snell g Ns 15 11/22/2019 11/21/2019 CANOPY AREA #2 SOIL PROFILE LEGEND B-6 CORRELATION OF N - VALUES WITH B-12 B -X =BORING NUMBER O N %N =SPT TEST O N 1of 77 0 VALUE 4 R N - VALUE 5 -wR eaM w 0-1 VERY SOFT Jms01 Jools LEVEL J I:I �r0 5 :: 6 1 : Very LeOse 10 Me1iam Dense MEDIUM HARD 25.40 DENSE REFUSAL TO BORING SO FOR 3705- MODERATELY HARD OVER aO VERY DENSE EQUIPMENT Gray, H=INDICATES GRADUAL TRANSITION O I.... ND (SM) 6 O I:1:1 7 NOTES: APPROXIMATE 3 O 1 ®� Moth ately HTONE i) ro 16 10 .......... ......... r BORINGS INDICATE SPT VALUE FOR 12 -INCHES CONTENT OF PENETRATION (UNLESS OTHERWISE NOTED) z = a o Lj 1 Teo of She 18 J F..—Is - 1 AN Snall 1 F 9ments, 6 23 J 4%m Tnce al 15 WEIGHT OF ROD 13%7030% SHELLY LFC - LOSS OF DRILLING FLUID CIRCULATION. wLs 11/22/2019 31%TO50% VERY SHELLY 11/22/2019 PEAT DEFINITION OF DESCRIPTIVE TERMS OF MODIFIERS SOIL PROFILE LEGEND SOIL LEGEND CORRELATION OF N - VALUES WITH Llan Gray ro Derk tray. Liget Brown to Grown, 1,SOILTYPE B -X =BORING NUMBER O0V,ry SAND %N =SPT TEST O SILTSANDCLAYS Loose ro Very Dense 0 VALUE N - VALUE CONSISTENCY N - VALUE GROUND WATERS w 0-1 VERY SOFT Light Gray to Dark Gray. Light Brown m Dark LEVEL 4.1 LOOSE O E—n, I S6gn0y Sky SAND (SP -SM) SOFT O y INDICATES PRACTICAL 5-6 FIRM 1 : Very LeOse 10 Me1iam Dense MEDIUM HARD 25.40 DENSE REFUSAL TO BORING SO FOR 3705- MODERATELY HARD OVER aO VERY DENSE EQUIPMENT Gray, H=INDICATES GRADUAL TRANSITION O I.... ND (SM) IN SOIL TYPES APPROXIMATE NOTES: APPROXIMATE N - STANDARD PENETRATION RESISTANCE TEST ®� Moth ately HTONE i) ro (SPT) VALUE NUMBERS TO THE RIGHT OF ORGANIC CONTENT MODIFIERS BORINGS INDICATE SPT VALUE FOR 12 -INCHES CONTENT OF PENETRATION (UNLESS OTHERWISE NOTED) WOH - BORING INTERVAL ADVANCED UNDER WITH ATRACE WEIGHT OF HAMMER 6% TO 12% SLIGHTLY SHELLY WOR - BORING INTERVAL ADVANCED UNDER WITH ORGANICS WEIGHT OF ROD 13%7030% SHELLY LFC - LOSS OF DRILLING FLUID CIRCULATION. HIGHLY ORGANIC WLS - WEATHERED LIMESTONE 31%TO50% VERY SHELLY SOIL CLASSIFICATION CORRELATION OF N VALUES WITH RELATME CORRELATION OF N - VALUES WITH DENSITY AND CONSISTENCY HARDNESS DESCRIPTION COHESIONLESS SOIL SILTSANDCLAYS LIMERICK N -VALUE RELATIVE DENSITY N - VALUE CONSISTENCY N - VALUE RELATIVE DENSITY 0-3 VERY LOOSE 0-1 VERY SOFT 0-19 VERY SOFT 4.1 LOOSE 2-4 SOFT 20-49 SOFT 9-24 MEDIUM DENSE 5-6 FIRM EO - IOD MEDIUM HARD 25.40 DENSE 7-12 STIFF SO FOR 3705- MODERATELY HARD OVER aO VERY DENSE 13-24 VERY STIFF 50 FOR 0 TO 2• HARD OVER 24 HARD APPROXIMATE APPROXIMATE APPROXIMATE FINES MODIFIERS SHELL MODIFIERS ORGANIC CONTENT MODIFIERS CONTENT CONTENT 5%T015% SLIGHTLY SILTY OR SLIGHTLY CLAYEY 0%TO5% WITHATRACEOFSHELL O%T05% WITH ATRACE I6%7025% SILTY OR CLAYEY 6% TO 12% SLIGHTLY SHELLY 5%T020% WITH ORGANICS 26%7049% VERY SILTY OR VERY CLAYEY 13%7030% SHELLY 20% TO 75% HIGHLY ORGANIC 31%TO50% VERY SHELLY 75% TO 100% PEAT DEFINITION OF DESCRIPTIVE TERMS OF MODIFIERS FOR SILTSICLAYSISHEUI RAVELS ARE DESCRIBED AS FOLLOWS PERCENTAGE OF MODIFIER MATERIAL FIRST QUALIFIER SECOND QUALIFIER 0-5 WITH A TRACE OF . MODIFIER . HATRACE 5-12 SLIGHTLY MODIFIER - Y W A ITTLE 12-30 MODIFIER Y WITH SOME 30-50 VERY - MODIFIER • Y AND STORMWATER MANAGEMENT AREA SOIL PROFILE LEGEND SOIL LEGEND B_7 Lght Gray to Dark Gray. Light amwn to Blown, 0 N B-X = BORING NUMBER TAA Orange, O ey SANDl5P) SOILTYPE® .-• VeryLoom to VeryDema BGROUND WATER 9mwn ray to Dark Gray, Light Brown to DarkLEVEL1D lr;;�= SGgntly SillySAND (SP-SM) ICAL I : Very Loom to Medium Dense NG Gray. 10 AND (SM) O N =INDICATES GRADUAL TRANSITION 3 Loo $ O 111 i 1 Ise N SOIL TYPES 1:1:1 NOTES: 15 LIMESTONE (LSI N - STANDARD PENETRATION RESISTANCE TEST ® Moderately Hard Z I:I: (SPT) VALUE NUMBERS TO THE RIGHT OF _ BORINGS NDICATE SPT VALUE FOR 12 B. O L- 10 PETIRATION(UNLESS OTHERWISE NOTED) O 1O WOH- BORING INTERVAL ADVANCED UNDER 11/25/2019 WEIGHT OF HAMMER WOR- BORING INTERVAL ADVANCED UNDER WEIGHT OF ROD DRIVEWAY AREAS LFC -LOSS OF DRILLING FLUID CIRCULATION B-8 B-9 0 N H 77-' 11 WLS-WEATHERED LIMESTONE Fkaft J Roots 4 .I ASOIL CLASSIFICATION 5 7 • I : I : O •" CORRELATION OF N - VALUES WITH RELATIVE CORRELATION OF N -VALUES WITH DENSITY AND CONSISTENCY HARDNESS DESCRIPTION w ''•` " • COMESIONLESS SOIL SILTS AND CLAYS LIMEROCK Z ' 11 �• 13 N -VALUE RELATIVE DENSITY N -VALUE CONSISTENCY N - VALUE RELATIVE DENSITY ~ 1 0.3 VERY L00.5E 0-1 VERY SOFT 0.19 VERY SOFT — 4-6 LOOSE 2-a SOFT 20-a9 SOFT O e y 13 +. a.2a MEDIUM DENSE 5-6 FIRM 50.100 MEDIUM HARD '�.:•` :� 25-0 DENSE 7-12 STIFF 50 FOR 3TOS' MODERATELY HMO OVER VERY DENSE 13-24VERY STIFF 50 FOR OT07 HARD 10 1112112 19 1U22/2U19 OVER N HARD APPROXIMATE APPROXIMATE APPROXIMATE FINES MODIFIERS SHELL MODIFIERS ORGANIC CONTENT MODIFIERS PAVEMEN 1 AREAS CONTENT CONTENT 5% TO 15% SLIGHTLY SILTY OR SLIGHTLY CLAYEY O%TO5% WITH ATRACEOFSHELL 0% TO 5% WITH ATRACE B-10 B-11 6%TOiSY SILTY OR CLAYEY 6% TO 12% SLIGHTLY SHELLY 5% TO 20% WITH ORGANICS 1266%O SHELLY 75% HIGHLY ORGANIC N N a9% VERY SILTY OR VERY CLAYEY 5013%To 30% 20% TO 31%70% VERY SHELLY 75% TO 100% PEAT D O -_• 7 1Trace of O "• 4 YSISHELLSRAVELS ME DESCRIBED AS FOLLWJS DEFINITION OF DESCRIPTIVE TERMS OF MODIFIERS FOR SILTSICLA,G J Re als -.��v PERCENTAGE OF MODIFIER MATERIAL FIRST QUALIFIER SECONOOUIaIFIER 11'1 O Y ER VA HATIUCE 0-5 VATHSLIG LY MODZE IFIER 5.12 SLIGHTLY •MODIFIER • Y WITH A LITTLE ' 1D1:1:1 (j 12.30 MOOIFIER.Y VYITN SOME 3D So VERY • MODIFIER • Y AND 5 1• 10 RECORD OF TEST BORINGS i Client: RaceTrac Petroleum Date: 11/2612019 - - GFA International, Inc. Job No: 19-6691 `•� ZO ,'�'" 6 �" 201 Waldo Ave. N. Project: Drilled By: GW •' �' Lehigh Acres, Florida 33971 RaceTrac 01443 10 239-4B9-2443' TeamGFA.com SR 70 and BE 10th Avenue, Drawn By: RMG 11122/2019 11/25/2019 Okeechobee, Okeechobee County, Florida Approved by: AJD E 1 DDITIONAL B-14 B-15 B-16 N N N O B Trac o/ O1: 1: I 5 1 Traced ReaM : 1 ; 1 : J Rents 7 3 g 1:1:1 1:1:1 •` I:1:1 :IA: •11 ....................... '10 .................. ., ..... 1:1:1 13 1:1:1 AA: O AA: 1 .1:1: 12 1O 18 1:1:1 15 15 :1:I: 11 O 25 1:1:1 O:1:1: W '• I:I'I If Z 1:1:1 _ IA:- 11 I: 1 D w JTraa ofWlB .1:1:3 20 Fragmeds,8 68 JANShell Trace al WL5 1'1:1 11/2512019 11/25/2019 11/25/2019 ADDITIONAL BORINGS SOUTH ALIGNMENT B-17 0 O', SOIL LEGEND " B JTrace of .- B•X = BORING NUMBERO 1 C SOIL TYPE® I:1:1 I;I:1 8 O 1 1:1 VALUE m 5 I:1: GROUND WATER, w I:I: 1:1:1 C1:1:1 LEVEL :IA: 20-49 Brown, I Slightly Silty SAND (SP -SM) I:1:1 AA: CIA 1 10 ......................IAA :I: 1: ....................... 1 7.12 STIFF :1:1: MODERATELY HAND OVER 40 VERY DENSE 1:1:1 EQUIPMENT u~w AA. = INDICATES GRADUAL TRANSITION 2 I:1:1 AA: IN SOIL TYPES a p AA: I:1:I 1 haaay&r1 i0 1FrpmnY 15 :1:1: (SPT) VALUE NUMBERS TO THE RIGHT OF 11122/2019 BORINGS INDICATE SPT VALUE FOR 12 -INCHES B-18 71N 3 Root, 1ad J x 7 .8 ......................... z 8 11 .............................. O 7 1112212019 11 10 9 14 11/22/2019 SOIL PROFILE LEGEND SOIL LEGEND CORRELATION OF N- VALUESVMTH Light Gray to Dark Gmy, Light Brown m Brown. B•X = BORING NUMBERO 1 Tan.Orange, . SAND SOIL TYPE® N SPT TEST LIMEROCK t (SP) Loom to Very Derw, '• Very Loo N -VALUE RELATIVE DENS" VALUE m N -VALUE RELATIVE DENSITY GROUND WATER, w 0-10 Light Gray to Dark Gray. Light erawn m Dark LEVEL 2.4 SOFT 20-49 Brown, I Slightly Silty SAND (SP -SM) 9-24 MEDIUM DENSE 0O m INDICATES PRACTICAL 50-100 I: very Loose m Medium Dense 25-49 DENSE 7.12 STIFF REFUSAL TO BORING MODERATELY HAND OVER 40 VERY DENSE 13-24 VERY STIFF EQUIPMENT Gray. = INDICATES GRADUAL TRANSITION O ® L�Iy SAND (SM) IN SOIL TYPES APPROXIMATE NOTES: N •STANDARD PENETRATION RESISTANCE TEST LIMESTONE (LS) ® MotlaraMly Hartl (SPT) VALUE NUMBERS TO THE RIGHT OF CONTENT BORINGS INDICATE SPT VALUE FOR 12 -INCHES OF PENETRATION (UNLESS OTHERWISE NOTED) 5% TO 15% SLIGHTLY SILTY OR SLIGHTLY CLAYEY 0%TOS% WITH A TRACE OF SHELL WOH- BORING INTERVAL ADVANCED UNDER WITH ATRACE WEIGHT OF HAMMER 6%TO12% SLIGHTLY SHELLY WOR- BORING INTERVAL ADVANCED UNDER WITH ORGANICS WEIGHT OF ROD 13%TOW& SHELLY LFC - LOSS OF DRILLING FLUID CIRCULATION HIGHLY ORGANIC WLS- WEATHERED LIMESTONE 31%TOW% VERY SHELLY SOIL CLASSIFICATION CORRELATION OF N -VALUES WITH RELATIVE CORRELATION OF N- VALUESVMTH DENSITY AND CONSISTENCY HARDNESS DESCRIPTION COHESIONLESS SOIL SILTSANDCLAYS LIMEROCK N -VALUE RELATIVE DENS" N - VALUE CONSISTENCY N -VALUE RELATIVE DENSITY 0-3 VERY LOOSE 0-1VERY SOFT 0-10 VERY SOFT 4-a LOOSE 2.4 SOFT 20-49 SOFT 9-24 MEDIUM DENSE S' ItFIRM 50-100 MEDIUM HARD 25-49 DENSE 7.12 STIFF 50FOR3TO5 MODERATELY HAND OVER 40 VERY DENSE 13-24 VERY STIFF 50 FOR 0 TO 2' HARD OVER 24 HARD APPROXIMATE APPROXIMATE APPROXIMATE FINES MODIFIERS SHELL MODIFIERS ORGANIC CONTENT MOOIRERS CONTENT CONTENT 5% TO 15% SLIGHTLY SILTY OR SLIGHTLY CLAYEY 0%TOS% WITH A TRACE OF SHELL 0%TOS% WITH ATRACE 16% TO 251% SILTY OR CLAYEY 6%TO12% SLIGHTLY SHELLY 5% TO 20% WITH ORGANICS 26% TO 49% VERY SILTY OR VERY CLAYEY 13%TOW& SHELLY 20% TO 75% HIGHLY ORGANIC 31%TOW% VERY SHELLY 75% TO 100% PEAT DEFINITION OF DESCRIPTIVE TERMS OF MODIFIERS FOR SILTSICLAYSSHELLWGRAVELS ARE OESCRISED AS FOLLOWS PERCENTAGE OF MODIFIER MATERIAL FIRST QUALIFIER SECONDGUALIFIER 0-5 WITH A TRACE OF • MODIFIER VMTH ATRACE 5-12 SLIGHTLY • MODIFIER • Y WITH A LITTLE 12-30 MODIFIER•Y MTN SOME W0 50 VERY - MODIFIER - Y ANO RECORD OF TEST BORINGS Client RaceTrac Petroleum Dale: 1 112612 01 9 GFA International, Inc. Job No: 19-6691 201 Waldo Ave. N. Project. Drilled By: GW Lehigh Acres, Florida 33971 Race7rac #1443 239-489-24431 TeamGFA.Gom SR 70 and SE IOth Avenue, Drawn By: RMG Okeechobee, Okeechobee County, Flonda Approved by: AJD TRAFFIC IMPA CT ANAL YSIS RaceTrac City of Okeechobee, FL Prepared for: RaceTrac Atlanta, GA Prepared by: 4acKenzie Engineering & Planning, Inc. 1172 S W 30" Street, Suite 500 Palm City, FL 34990 (772)286-8030 131008 March 2020 Revised January 2020 MacKenzie Engineering and Planning, Inc. CA 29013 Digitally signed by Shaun MacKenzie Date: 2020.03.02 12:53:56 -05'00' Shaun G. MacKenzie P.E. Florida License # 61751 o,-&acKenzie Engineering & Planning, Inc. EXECUTIVE SUMMARY MacKenzie Engineering and Planning, Inc. performed an analysis of the traffic impacts resulting from the proposed RaceTrac. The project is located on the north of NE Park Street (SR 70) and NW 2"1 Avenue in the City of Okeechobee, Florida (Parcel ID: 2-15-37-35-OA00-00007-0000). The applicant proposes to develop the site with a 5,411 square foot (SF) convenient market with 20 vehicle fueling positions (16 vehicles fueling positions and 4 truck fueling positions). The proposed project is expected to generate the following net new external trips: • 1,038 daily, 73 AM peak hour (36 in/37 out), and 73 PM peak hour (36 in/37 out) The proposed project is expected to generate the following driveway trips: • 4,719 daily, 330 AM peak hour (165 in/165 out), and 330 PM peak hour (165 in/165 out) The needed roadway improvements to support the project at NE Park Street include converting the existing northbound laneage to one left -turn lane and one shared through/right-turn lane and the project will construct a dedicated eastbound left -turn lane at NE Park St & NW 2nd Ave. In addition, the project will construct the north (southbound) leg of the intersection with one approach lane and one departure lane. The traffic study demonstrates that the application meets the concurrency requirements of the City of Okeechobee. 155004 Page acKenzie Engineering & Planning, Inc. TABLE OF CONTENTS EXECUTIVE SUMMARY.............................................................................................................. i TABLEOF CONTENTS................................................................................................................. ii LISTOF TABLES..........................................................................................................................t» LISTOF FIGURES........................................................................................................................ iii LIST OF EXHIBITS.......................................................................................................................i» INTRODUCTION........................................................................................................................... 1 INVENTORY AND PLANNING DATA....................................................................................... 2 PROJECTTRAFFIC....................................................................................................................... 2 TripGeneration................................................................................................................................ 2 InternalCapture............................................................................................................................... 3 Pass -by Trip Capture........................................................................................................................ 3 TRAFFIC DISTRIBUTION............................................................................................................4 TRAFFICASSIGNMENT.............................................................................................................. 4 ASSURED AND PROGRAMMED CONSTRUCTION................................................................ 5 HISTORICALGROWTH............................................................................................................... 5 ANALYSIS...................................................................................................................................... 5 IntersectionAnalysis........................................................................................................................ 5 TurnLane Analysis.......................................................................................................................... 6 ACCESS.......................................................................................................................................... 6 Driveway1.......................................................................................................................................6 Driveway2....................................................................................................................................... 7 CONCLUSION................................................................................................................................ 9 APPENDICES............................................................................................................................... 10 155004 Page ii I C acKenzie Engineering &t Planning, Inc. LIST OF TABLES Table1. Trip Generation.................................................................................................................3 Table 2. NE Park St & SE 10th Ave Growth Rate Calculation.......................................................5 Table 3. Peak Hour Intersection Analysis Results...........................................................................5 Table 4. AM and PM Peak Hour Left Turn Queuing Analysis......................................................6 LIST OF FIGURES Figure1. Site Location Map........................................................................................................... l Figure 2. Traffic Assignment..........................................................................................................4 Figure 3. Projected Driveway Volumes..........................................................................................8 LIST OF EXHIBITS Exhibit 1. Trip Generation Exhibit 2. Intersection Volume Development 155004 Page iii o-VacKenzie Engineering & Planning, Inc. INTRODUCTION MacKenzie Engineering & Planning, Inc. was retained to prepare a traffic impact analysis for the project. This document presents the methodology used and the findings of the traffic impact analysis. The analysis was conducted in accordance with the requirements of the City of Okeechobee. The analysis used current data available from the Florida Department of Transportation and Okeechobee County. This analysis has been prepared to evaluate traffic impacts resulting from the development of a 5,411 square foot (SF) convenient market with 20 vehicle fueling positions (16 vehicles fueling positions and 4 truck fueling positions). The project is located on the north of NE Park Street (SR 70) and NW 2nd Avenue in the City of Okeechobee, Florida (Parcel ID: 2-15-37-35-OA00-00007-0000). Figure 1 illustrates the site location. Figure 1. Site Location Map „ .. A ee County wrt _ j) C1} (:n �urvs 880 8 Slea>, Walgreens Pharmacy A-` - �% Cen NE Park S1 rS ro A. Applebee's Grill + Bar O Alex Srurn GMC - �s United States Motor Homes, Inc Postal Service ALDI sR+t, wlerson Mouse.' i r 'If Cnrral © .. RI Ll lino •� . 131008 Page 1 4acKenzie Engineering & Planning, Inc. INVENTOR Y AND PLANNING DA TA The traffic data used in this analysis includes: • Florida Department of Transportation o Historic Traffic Count Data o Peak Season Correction Factor • Roadway geometrics • Intersection turning movement counts • Okeechobee County o Property Appraiser Identification Card o Signal Timings Thomas Engineering Group provided site information. PROJECT TRAFFIC Trip Generation Gasoline service station with a large convenience store is unique trip generator. Therefore, the Florida Department of Transportation (FDOT) performed a trip generation study of similar facilities in their report, Trip Generation Recommendations, dated October 2014. The study uses the Convenience Store and Gas Station trip generation equations published by FDOT. The PM peak hour Gasoline plus convenience store equation was also applied to the AM peak hour because FDOT did not publish AM Peak Hour equations. Proposed Site The applicant proposes a 5,411 square foot (SF) convenient market with 20 vehicle fueling positions (16 vehicles fueling positions and 4 truck fueling positions). The proposed project is expected to generate the following net new external trips: • 1038 daily, 73 AM peak hour (36 in/37 out), and 73 PM peak hour (36 in/37 out) The proposed project is expected to generate the following driveway trips: • 4719 daily, 330 AM peak hour (165 in/165 out), and 330 PM peak hour (165 in/165 out) 131008 Page 2 r,&acKenzie Engineering & Planning, Inc. Internal Capture The site contains no internal capture. Pass -by Trim Capture The proposed pass -by capture is in accordance with ITE's report, Trip Generation Handbook (3"d Edition) and FDOT's report, Trip Generation Recommendations, as shown in Exhibit 1. Table 1. Trip Generation Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total I In I Out Total I In I Out Proposed Site Traffic FDOT formula 5.411 20 5.411 ksf+20 FP 4,719 330 165 165 330 165 165 Subtotal 4,719 330 165 165 330 165 165 Pass -BV T raffic Conv. Mrktw/ Gas Pumps 78% 3,681 257 129 128 257 129 128 Subtotal 3,681 257 129 128 257 129 128 NET PROPOSED TRIPS 1,038 73 36 37 73 36 37 Total Proposed Driveway Volumes 4,719 330 165 165 330 165 165 NET CHANGE IN TRIPS (FOR THE PURPOSES OF CONCURRENCY) 1,038 73 36 37 73 36 37 NET CHANGE IN DRIVEWAY VOLUMES 4,719 330 165 165 330 165 165 Note: Trip generation was calculated using the following data: Pass -by AM Peak Hour PM Peak Hour Land Use ITE Code Unit Daily Rate Rate in/out Rate in/out Equation Conv. Mrktw/Gas Pumps FDOT 1000 SF & Pumps 14.3 x PM Trips 78% 50/50 used PM information 50/50 12.3 x Fuel Pumps+ 15.5 x 1,000 SF s: yobs - share drive01- racetrac1008 - okeechobee relo -10th aveVraffic studyVracetrac okeechobee.xlsx]gen-prop Copyright @2020, MacKenzie Engineering and Planning, Inc. 131008 Page 3 elrfiacKenzie Engineering & Planning, Inc. TRAFFIC DISTRIBUTION Traffic distribution and assignment was determined using engineering judgment, trip lengths, surrounding uses and review of the roadway network. The overall distribution is summarized by general directions and is depicted below: NORTH - 0 percent SOUTH - 2 percent EAST - 40 percent WEST - 58 percent TRAFFIC ASSIGNMENT The distributed external trips for the project were assigned to the roadway network within the radius of influence. The project assignment is shown in Figures 2. Parott Ave ee cc! -o' 'Url Walgreens Pharmacy 20% 7% R-?rk. st ALDI '..' - . 4- julergon House J Figure 2. Traffic Assignment A N LE:pplebees Grill + Park St A ox -trum GNIC ied Stales Motor Homes, Inc 20, stal Service 131008 Page 4 acKenzie Engineering & Planning, Inc. ASSURED AND PROGRAMMED CONSTRUCTION A review conducted of the Five -Year Plans of FDOT, as well as those improvements committed by the developers of projects in the area. No roadway capacity improvements are identified in the plans adding capacity within the study area. HISTORICAL GROWTH A review of FDOT historical volumes was performed. The study uses a conservative +2.0 percent growth rate. Table 4 shows that the 5 -year historical average has been a decrease in daily. Table 2. NE Park St & SE 10th Ave Growth Rate Calculation Traffic Annual I ACCEPTABLE INTERSECTION Dela s LOS Dela s) Growth Count Year Absolute Rate Road Name I From ITo 1 2014 1 2015 1 2016 2017 2018 Growth NE Park St JParrott Ave INE 18th Ter 128,000 127,000 125,500126,500 25,500 -550 -2.2% Weighted Average -2.2% Growth Rate Used 2.0% ANAL YSIS Intersection Analysis Turning movement volumes were collected January 9, 2020 at NE Park St (SR 70) & SE 10th Ave. The intersection was analyzed during the AM and PM peak hour for 2022 buildout conditions using HCS 7. Based on the City of Okeechobee Concurrency Management System Section 74-5, the service capacity for principal arterials is LOS C and all other roads is LOS D. The intersection is projected to operate at LOS B, therefore the City's standards are met. Table 3. Peak Hour Intersection Analysis Results AM Post-Develo ment PM Post -Development I ACCEPTABLE INTERSECTION Dela s LOS Dela s) LOS LOS NE Park St & SE 10th Ave 13.5 B 16.6 B YES 131008 Page 5 d If 1.acKenzie Engineering & Planning, Inc. Turn Lane Analysis An analysis of the left -turn lanes at NE Park St & SE 10" Ave were performed during the AM and PM Peak Hour utilizing HCS 7. The queueing analysis can be found in the Appendix. The queue length was evaluated using the 95th percentile storage ratio. An eastbound left -turn lane is recommended with protected/permitted signal operation. In addition, the shared northbound left- turn/right-turn lane is recommended to be converted to a shared through/right-turn lane. With project traffic, the intersection is projected to be under capacity and operate acceptably. The left -turn lane storage at all approaches are projected to be acceptable. Table 4. AM and PM Peak Hour Left Turn Queuing Analysis *Left -turn is the primary movement and through/right-turn queue is acceptable. ACCESS The project site proposes two points of access on NE Park Street. The proposed access is as follows: • D/W 1 (West) — Right-in/Right-out • D/W 2 (East) — Full opening Based on project traffic volumes the driveways are projected to operate acceptably. Figure 5 displays the projected driveway volumes. Driveway A review of the project's access was performed to evaluate if the proposed project volumes meet the minimum Ingress Turn Lane Standards. The evaluation was based on the FDOT's Driveway Handbook 2008 Edition, Section 7.2. FDOT's Handbook recommends a right -turn lane when right -turn movements exceed 80-125 vehicles per hour during the peak hour for an unsignalized posted speed limit equal or less than 45 mph driveway. 131008 Page 6 AM Peak Hour PM Peak Hour EBL WBL NBL EBL WBL NBL 95" Percentile Queue (feet) 35 9 119 41 35 221 95" Percentile Queue (vehicles) 2 1 5 2 2 9 Existing Storage - 235 170 - 235 170 Acceptable Yes Yes Yes Yes Yes *Yes *Left -turn is the primary movement and through/right-turn queue is acceptable. ACCESS The project site proposes two points of access on NE Park Street. The proposed access is as follows: • D/W 1 (West) — Right-in/Right-out • D/W 2 (East) — Full opening Based on project traffic volumes the driveways are projected to operate acceptably. Figure 5 displays the projected driveway volumes. Driveway A review of the project's access was performed to evaluate if the proposed project volumes meet the minimum Ingress Turn Lane Standards. The evaluation was based on the FDOT's Driveway Handbook 2008 Edition, Section 7.2. FDOT's Handbook recommends a right -turn lane when right -turn movements exceed 80-125 vehicles per hour during the peak hour for an unsignalized posted speed limit equal or less than 45 mph driveway. 131008 Page 6 P/EdacKenzie Engineering & Planning, Inc. The project's inbound AM and PM peak hour vehicles are 17 and 17, respectively. Using FDOT's most conservative threshold of 80 vehicles per hour, a right -turn lane is not recommended. Driveway The project's inbound AM and PM peak hour vehicles are 50 and 50, respectively. Using FDOT's most conservative threshold of 80 vehicles per hour, a right -turn lane is not recommended. 131008 Page 7 a a L Co W y SR 70 (Park Stre 4acKenzie Engineering & Planning, Inc. Figure 3. Projected Driveway Volumes PROJECT DRIVEWAY TRIPS Daily AM Peak Hour PM Peak Hour Total I In 1 Out Total I In Out 4,719 330 11651 165 330 1165 165 829 25% 58) (42) 58 42 DW 1 L 16 (16) 10% RaceTrac - Okeechobee Relo 10th Ave W Cn i 3,890 (272) 272 33% 2% ) 40% (54) (3) (66) 54 3 66 2 33% 2% 40% (54) (3) (66) 54 3 66 50 (50) 30% 'J i —► �1— 16 (16) 10% 58% (96) 96 I 3 (3) > 2% Q t 0 W N 719 PROPOSED PROJECT DRIVEWAY VOLUMES 330 Total daily driveway trips PM peak hour drieeway trips f-/IfiacKenzie Engineering & Planning, Inc. AM peak hour directional drk,eway trips 155004 Page 8 4acKenzie Engineering & Planning, Inc. CONCLUSION MacKenzie Engineering and Planning, Inc. performed an analysis of the traffic impacts resulting from the proposed RaceTrac. The project is located on the north of NE Park Street (SR 70) and NW 2"d Avenue in the City of Okeechobee, Florida (Parcel ID: 2-15-37-35-OA00-00007-0000). The applicant proposes to develop the site with a 5,411 square foot (SF) convenient market with 20 vehicle fueling positions (16 vehicles fueling positions and 4 truck fueling positions). The proposed project is expected to generate the following net new external trips: • 1,038 daily, 73 AM peak hour (36 in/37 out), and 73 PM peak hour (36 in/37 out) The proposed project is expected to generate the following driveway trips: • 4,719 daily, 330 AM peak hour (165 in/165 out), and 330 PM peak hour (165 in/165 out) The needed roadway improvements to support the project at NE Park Street include converting the existing northbound laneage to one left -turn lane and one shared through/right-turn lane and the project will construct a dedicated eastbound left -turn lane at NE Park St & NW 2"d Ave. In addition, the project will construct the north (southbound) leg of the intersection with one approach lane and one departure lane. The traffic study demonstrates that the application meets the concurrency requirements of the City of Okeechobee. 155004 Page 9 �acKenzie Engineering & Planning, Inc. APPENDICES Exhibit 1. Trip Generation Exhibit 2. Intersection Volume Development Intersection Analysis Convenience Store and Gas Station (FDOT) FDOT Peak Season Correction Factor Property ID Card Site Plan EXHIBIT 1 RaceTrac - Okeechobee Relo 10th Ave Trip Generation Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total I In I Out Total I In Out Proposed Site Traffic FDOT formula 5.411 20 5.411 ksf + 20 FP 4,719 330 165 165 330 165 165 Subtotal 4,719 330 165 165 330 165 165 Pass -By Traffic Conv. Mrkt w/ Gas Pumps 78% 3,681 257 129 128 257 129 128 Subtotal 3,681 257 129 128 257 129 128 NET PROPG'SED TRIPS 1,038 73 36 37 73 36 37 Total Proposed Driveway Volumes 4,719 330 165 165 330 165 165 NET CHANGE IN TRIPS (FOR THE PURPOSES OF CONCURRENCY) 1,038 73 36 37 73 36 37 NET CHANGE IN DRIVEWAY VOLUMES 4,719 330 165 165 330 165 165 Note: Trip generation was calculated using the following data: Pass -by AM Peak Hour PM Peak Hour Land Use ITE Code Unit Daily Rate Rate in/out Rate in/out Equation Conv. Mrkt w/ Gas Pumps FDOT 1000 SF & Pumps 14.3 x PM Trips 78% 50/50 used PM information 50/50 12.3 x Fuel Pumps + 15.5 x 1,000 SF s: jobs - share drivel 131- racetracl008 - okeechobee relo - 101h aveltraffic studyl[racetrac okeechobee.xlsx%tgen prop Copyright 02020, MacKenzie Engineering and Planning, Inc. 7:00 AM 7:15 AM 7:15 AM 7:30 AM 7:30 AM 7:45 AM 7:45 AM 8:00 AM 8:00 AM 8:15 AM 8:15 AM 8:30 AM 8:30 AM 8:45 AM 8:45 AM 9:00 AM Okeechobee Relo -10th Ave AM PEAK IIOURTURNING MOVEMENTS SF. 10th Ave & NL Park St ebu ebl ebt cbr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr totals 0 0 176 5 0 2 224 0 0 18 0 6 0 0 0 0 431 0 0 220 10 0 1 294 0 0 11 0 3 0 0 0 0 539 0 0 205 14 U 8 377 0 0 21 0 4 0 0 0 0 629 0 0 165 11 0 3 251 0 0 15 0 4 0 0 0 0 449 0 0 194 15 U 3 221 0 0 15 0 3 0 0 0 0 451 0 0 192 5 0 2 215 0 0 18 0 10 0 0 0 0 442 0 0 17815 U 2 222 0 U 18 U 2 0 0 U 0 437 0 U 178 4 U 3 206 U U 18 U 3 U U 0 U 412 0 0 1508 79 0 24 2010 0 0 134 Il 35 0 0 0 0 3790 Peak Hour Traffic Volume 7:15 AM 8:15 AM 0 0 784 50 0 15 1143 0 0 62 0 14 0 0 11 0 2068 Count Taken: 1/9/2020 Buildout year: 2022 Growth Rate: 2.01„ Seasonal Factor: 1.08 ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr 1/9/2020 0 0 784 50 0 15 1143 0 0 62 0 14 0 0 0 0 PSCF 0 0 63 4 0 1 91 0 0 5 0 1 0 0 0 0 Adjusted Volumes 0 847 54 16 1234 0 67 0 15 0 0 0 Growth Rate 2.OR'o 2.01'. 2.0"'. 2.0'. 2.0% 2.0° 0 2.09 o 2.0° a 2.00o 2.0% 2.0°/u 2.01,% Growth 0 34 2 1 50 0 3 0 1 0 0 0 2022 Volumes 0 881 56 17 1284 0 70 U 16 0 0 0 Pre -Development 0 881 56 17 1284 0 70 0 16 0 0 0 Project 0 96 0 0 0 0 17 50 0 0 3 0 0 66 3 54 Post 0 96 881 56 0 17 1301 50 0 70 3 16 0 66 3 54 Project Traffic I Out In In In In Out Out Assignment U, 58° (P 0" 04b 0% 101A 30% 09'. 0° 0% 09 01/. 40°/ 0% 33% 4:00 PM 4:15 PM 4:15 PM 4:30 PM 4:30 PM 4:45 PM 4:45 PM 5:00 PM 5:00 PM 5:15 PM 5:15 PM 5:30 PM 5:30 PM 5:45 PM 5:45 I'M 6:001'M Okeechobee Relo -10th Ave PM PFAK IIOURTURN ING MOVEMENTS SE 10th Ave & NE Park St ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr totals 0 0 267 24 0 4 245 0No 2104 33 0 6 0 0 0 0 579 0 0 283 27 0 6 276 0 26 0 13 0 0 0 0 631 U 0 277 25 0 3 247 0 33 35 0 11 0 0 0 0 598 0 U 285 19 0 5 223 0 52 0 10 0 0 0 0 594 0 0 334 18 0 8 286 U 30 0 10 0 0 0 0 686 0 0 302 8 0 12 275 U 33 0 3 0 0 0 0 6330 0 305 14 U 8 294 0 27 0 9 0 0 U 0 657 0 U 271 21 U 5 258 U 0 28 U 12 U U U 0 595 (l 0 2324 156 0 51 2104 0 0 264 0 74 0 0 0 0 4973 Peak Hour Traffic Volume 5:00 PM 6:00 PM 0 0 1212 61 0 33 1113 0 0 118 0 34 0 0 0 0 2571 Count Taken: 1/9/2020 Buildout year: 2022 Growth Rate: 206 Seasonal Factor: 1.08 ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sb1 sbt sbr 1/9/2020 0 0 1212 61 0 33 1113 0 0 118 0 34 0 0 0 PSCF 0 0 97 5 0 3 89 0 0 9 0 3 0 0 0 0 Adjusted Volumes 0 1309 66 36 1202 0 127 0 37 0 0 0 Growth Rate 20 0 2.0% 2.00 0 2.01'0 2.007. 2.00'0 2.09 a 2.0°'0 2.00'o 2.0% 2.00/. 2.0° 0 Growth 0 53 3 1 49 0 5 0 1 0 0 0 2022 Volumes 0 1362 69 37 1251 0 132 0 38 0 0 0 Pre -Development 0 1362 69 37 1251 0 132 0 38 0 0 0 Project 0 96 0 0 0 0 17 50 0 0 3 0 0 66 3 54 Post 0 96 1362 69 0 37 1268 50 0 132 3 38 0 66 3 54 Project Traffic I Out In In In In Out Out Assignment 0°0 58% W. 0% 090 W'. 10% 30% 09'0 09'0 290 0% 01/. 40% 20/ 330/ HCS7 Signalized Intersection Input Data General Information Duration h Agency MEP _. _. Analyst WEP Analysis Date Jurisdiction Time Period Urban Street Analysis Year Intersection ISE 10th Ave & NE Park St, File Name Project Description ISE 10th Ave & NE Park St 2022 AM Intersection Information Duration h 0.25 ar 2, 2020 Area Type Otherr PHF 0.95 )22 Analysis Period 1> 7:00 10th Ave & NE Park St AM.xus SB Demand Information EB I WB NB SB Approach Movement L T R^ L� T R L T R L TR Demand ( v), veh/h 96 881 56 17 1301 50 70 3 16 66 3 54 Signal Information Cycle, s 140.0 Reference Phase 2 .. r y F -.<+3 Offset, s 0 Reference Point Uncoordinated No Simult. Gap E/W Force Mode Fixed Simult. Gap N/S End On On Green Yellow Red 5.9 _ 4.0 3.0 , 94.0 4.0 �_ 3.0 20.7 3.4 2.0 0.0 _I 0.0 0.0 0.0 0.0 � 0.0 0.0 �' 0.0 10.0 ~� s G a Traffic Information (' EB WB NB SB Approach Movement L T R L T R L T R L� T R Demand (v), veh/h 96_ 881 56 17 1301 50 70 3 16 66 3 54 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 1900 Parking (Nm), man/h None None None None Heavy Vehicles (Pr+v), % 2 2 2 2 2 2 2 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0�0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (A7) 3 3 3 3 3 3 3 3 3 3 3 3 Upstream Filtering (1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (M, ft 12.0 12.0 12.0 12.0 , 12.0 12.0 12.0 Turn Bay Length, ft 0 0 235 0 0 0 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 35 35 35 35 35 35 35 35 35 35 35 35 Phase Information_ EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 15.0 105.0 _ 90.0 35.0 35.0 Yellow Change Interval (1), s 4.0 4.0 4.0 3.4 3.4 Red Clearance Interval ( Rc), s 3.0 3.0 3.0 2.0 2.0 Minimum Green ( Gmin), s 6 10 6 10 6 7 6 7 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 3.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 Passage (P7), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode Off Min Off Min Off Off Off Off Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 7.0 0.0 7.0 0.0 7.0 0.0 7.0 Pedestrian Clearance Time (PC), s 0.0 13.0 0.0 0.0 0.0 18.0 0.0 0.0 0i 414W Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width /Island /Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 _ No 0.50__�No 0.50 J Copyright J 2020 University of Florida, All Rights Reserved. HCS711 Streets Version 7.1 Generated: 3/2/2020 11:05:42 AM HCS7 Signalized Intersection Results Summary General Information Intersection Information 4 J.+ t Y Agency MEP Duration, h 0.25 Analyst MEP Analysis Date Mar 2, 2020 Area Type Other _b Jurisdiction Time Period PHF 0.95 + Urban Street Analysis Year 2022 Analysis Period 1> 7.00 'r Intersection SE 10th Ave & NE Park St File Name SE 10th Ave & NE Park StAM.xus Project Description SE 10th Ave & NE Park St 2022 AM - Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 96 881 56 17 1301 50 70 3 16 66 3 54 Signal Information ®- Cycle, s 140.0 Reference Phase 2 -T r Offset, s 0 Reference Point End _- --� Green 5.9 194.0 _" 20.7 0.0 0.0 0.0 Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 3.4 0.0 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 3.0 3.0 2.0 0.0 0.0 0.0 5 Timer Results EBL I EBT I WBL WBT NBL NBTSBL SBT Assigned Phase 5 2 6 8 4 Case Number 1 1.0 4.0 6.3 6.0 8.0 Phase Duration. s 12.9 113.9 101.0 26.1 26.1 Change Period, ( Y+R c ), s 7.0 7.0 7.0 5.4 5.4 Max Allow Headway ( MAH), s 3.1 0.0 0.0 3.2 3.2 Queue Clearance Time (g 5 ), s 4.2 20.3 13.0 Green Extension Time g e ), s 0.1 0.0 0.0 0.3 0.4 Phase Call Probability 0.98 1.00 1.00 Max Out Probability 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T RL T R L T R Assigned Movement 5 1 2 + 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 101 498 488 18 715 707 74 20 129 Adjusted Saturation Flow Rate ( s ), veh/h/In 1781 1870 1831 571 1870 1846 1343 1624 1501 Queue Service Time ( g s ). s 2.2 11.0 11.0 1.5 26.6 26.8 7.5 1.5 9.3 Cycle Queue Clearance Time ( g c ), s 2.2 11.0 11.0 1.6 26.6 26.8 18.3 1.5 11.0 Green Ratio ( g/C) 0.74 0.79 0.79 0.69 0.69 0.69 0.15 0.15 0.15 Capacity ( c ), veh/h 322 1467 1410 438 1295 1252 156 253 273 Volume -to -Capacity Ratio ( X) i 0.314 0.340 0.346 0.041 0.552 0.565 0.472 0.079fli54.9 Back of Queue. ( Q ), ft/In ( 95 th percentile)1 34.6 175.7 173.8 9 413 406.2 118.3 27.7 Back of Queue ( Q ); veh/In ( 95 th percentile) 1.4 6.9 6.8 0.4 16.3 16.2 4.7 1.1 Queue Storage Ratio ( RQ) ( 95 th percentile)* 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh �'.; 9.1 4.8 4.5 7.5 11.1 10.8 53.0 50.5 Incremental Delay ( d 2 ), s/veh 0.2 0.6 0.7 0.2 1.7 1.9 0.8 0.0 Initial Queue Delay ( d 3 ), s/veh �' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 9.3 5.4 5.2 7.7 12.8 12.6 63.8 50.6 Level of Service (LOS) A A A A B B E D Approach Delay, s/veh / LOS 5.6 A 12.6 B 61.0 D -- -._ .. _ ... .- Intersection Delav, s/veh / LOS 13.5 B Multimodal Results Pedestrian LOS Score / LOS Bicycle LOS Score / LOS Copyright g) 2020 University of Florida, All Rights Reserved. EB 1 WB 1 NB 2.2 B 2.1 B 1.4 A 1.7 B HCS71" Streets Version 7.1 SB Generated: 3/2/2020 11:05:42 AM m a General Information Agency Analyst Jurisdiction Urban Street Intersection Project Description HCS7 Signalized Intersection Intermediate Values Intersection Information MEP Duration, h 10.25_ MEP Analysis Date Mar 2, 2020 Area Type Other Time Period PHF 0.95 Analysis Year 2022 Analysis Period 1> 7:00 SE 10th Ave & NE Park St File Name SE 10th Ave & NE Park St AM.xus R SE 10th Ave & NE Park St 2022 AM T R Demand Information R L EB 1.000 1.000 WB 1.00"0'1.01.000 0.984 NB Approach Movement 1.000 L T R L T R L T Demand (v ), veh/h 1.000 96 881 56 17 1301 50 70 3 Signal Information 0.868 0.868 0.000 0.802 Cycle, s 140.0 Reference Phase 2 -►�� Offset, s 0 Reference Point End -. - Green 5.9 94.0 20.7 0.0 - 0.0 0.0 Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 3.4 0.0 0.0 0.0~� Force Mode Fixed Simult. Gap N/S On Red 3.0 3.0 2.0 0.0 0.0 0.0 Saturation Flow / Delay L T R L T R Lane Width Adjustment Factor (f,,) 1.000 1.000 1.000 1.000 1.0001.000 Heavy Vehicles and Grade Factor (fHvg) 0.984 0.984 0.984 0.984 0.984 1.000 Parking Activity Adjustment Factor (fp) 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb) 1.000 1.000 1.000 1.000 1.000 11.000 Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (feu) 1.000 1.000 ` 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (ET) 0.952 0.000 0.300 0.000 Right -Turn Adjustment Factor fRr 0 979 0.979 0.987 0.987 Left -Turn Pedes I 9 1 _ _ Pedestrian Adjustment Factor fLPn) 1.000 _ 1.000 ry _ Right -Turn Ped -Bike Adjustment Factor (fRpb) 1.000' 1.000 Work Zone Adjustment Factor (fWz) 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 1781 3480 221 571 3579 137 Proportion of Vehicles Arriving on Green (P) 0.05 0.78 0.77 0.68 0.69 0.68 Incremental Delay Factor (k) 0.04 0.50 0.50 0.50 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R Lost Time (h-) 6.0 4.0 4.0 Green Ratio (g/C) 0.74 0.79 0.69 Permitted Saturation Flow Rate (sp), veh/h/In 377 377 571 Shared Saturation Flow Rate (ssh), veh/h/In 7 Permitted Effective Green Time (gp), s 96.9 99.0 94.9 Permitted Service Time (gu), s 67.8 0.0 94.8 Permitted Queue Service Time (gps), s 10.7- 1.5 Time to First Blockage (gf), s 0.0 0.0 0.0 Queue Service Time Before Blockage (grs), s Protected Right Saturation Flow (sR), veh/h/In Protected Right Effective Green Time (gR), s .� Multimodal EB WB i Pedestrian F�, / Fv 1.557 0.00 1.389 0.00 Pedestrian FS / Fdeay 0.000 0.055 0.000 0.081 _. Pedestrian Mrumer / Mcw Bicycle Cb / db 1527.18 3.91 1343.15 7.55 Bicycle F.. / F, -3.64 0.90 -3.64 1.19 Copyright i 2vZ0 University of Florida, All Rights Reserved. HCS711 Streets Version 7.1 L 1.000 0.984 1.000 1.000 1.000 1.000 0.707 111 ti�ar��r-r SB R L T R 16 66 3 54 T R L T R 1.000 1.000 1.000 1.00"0'1.01.000 0.984 1.000 1.000 0.984 1.000 1.000 1.000 1.000 1.000 i 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' 1.000 1.000 1.000 1.000 0.000 0.857 0.802 0.868 0.868 0.000 0.802 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1343 256 1368 805 37 659 0.16 0.16 0.16 0.16 0.16 0.16 0.04 0.04 0.04 NBL NBT/R SBL SBT/R 4.4 4.4 0.15 0.15 1343 1414 0 21.8 21.8 10.9 20.4 7.5 0.0 9.3 1.7 1.7 NB 2.107 0.00 0.000 0.158 295.68 50.83 -3.64 0.15 SB 2.107 0.00 0.000 0.158 295.68 50.83 -3.64 0.21 Generated: 3/2/2020 11.05:42 AM HCS7 Signalized Intersection Input Data General Information Intersection Information Agency MEP Duration, h 0.25 Analyst MEP i Analysis Date 1/16/2020 Area Type Other A Jurisdiction Time Period PHF 0.95 i + Urban Street Analysis Year 2022 Analysis Period 1> 16 00 v ' _ z Intersection ISE 10th Ave & NE Park St File Name ,SE 10th Ave & NE Park St PM.xus Project DescriptionSE 10th Ave & NE Park St 2022 PM ti i f +Y1.r Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 96 1362 69 37 1268 50 132 3 38 66 3 54 Signal Information ;y Cycle, s 140.0 Reference Phase 2 -- Offset, s 0 Reference Point End ®Green 5.9 89.7_, 28.0 0.0 0.010. _0 Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 3.4 0.0 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 3.0 2.0 0.0 0.0 0.0 s s e Traffic Information EB WB NB SB Approach Movement L T R L T R L T RVN( T R Demand (v), veh/h 96 1362 69 37 1268 50 132 3 383 54 Initial Queue (Qb), veh/h - 0 0 0 0 0 0 -0 0 00 0 Base Saturation Flow Rate (so), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 19000 1900 Parking (Nm), man/h 1 None None Nonene Heavy Vehicles (PHv), % 2-t 2 2 2 2 22 Ped I Bike / RTOR, /h 0 0 0 0 0 0 0 0 00 0Buses (Nb). buses/h 0 1 0 0 0 0 0 0 0 00 0 Arrival Type (AT) 3 1 3 3 3 3 3 3 3 33 3 Upstream Filtering (I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (lM, ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 0 0 235 0 0 0 0 Grade (Pg), % 0 0 0 0 Speed Limit, mi/h 35 35 35 35 35 35 35 35 35 35 35 35 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (G„ax) or Phase Split, s 15.0 105.0 90.0 35.0 35.0 ..... j Yellow Change Interval (` ), s 4.0 4.0 4.0 3.4 3.4 Red Clearance Interval ( R,), s 0.0 3.0 3.0 2.0 2.0 Minimum Green ( Gmin), s - 6 10 6 10 6 7 6 7 Start -Up Lost Time ( It), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 3.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 Passage (PT), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode Off Min Off Min Off Off Off Off 1 Dual Entry No I Yes No Yes No Yes No Yes Walk (Walk), s 0.0 7.0 0.0 7.0 0.0 7.0 0.0 7.0 Pedestrian Clearance Time (PC), s 0.0 13.0 0.0 0.00.0 18.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway 1 Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No r 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No .50_�:_ No 0.50 Copyrights 2020 University of Florida, All Rights Reserved. HCS711 Streets Version 7.1 Generated: 3/2/2020 11:31:57 AM Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T I R Demand ( v), veh/h 96 1362 69 37 1 1268 50 132 3 38 66 3 54 Signal Information Cycle s 140.OTeference Phase Offset, s 0 Reference Point End Green 5.9 28.0 0.0 0.0 0.0 4.0 3.4 Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 3.4 0.0 ; 0.0 0.0 � 1 Force Mode Fixed Simult. Gap N/S On Red 0.0 3.0 2.0 0.0 0.0 X0.0 Timer Results EBL EBT WBL WBTNBL NBT SBL SBT_ Assigned Phase 5 2 6 8 4 Case Number 1.0 4.0 6.3 6.0 8.0 _ Phase Duration, s 9.9 106.6 96.7 33.4 33.4 Change Period, ( Y+R c). s 4.0 7.0 7.0 5.4 5.4 Max Allow Headway ( MAH). s 3.1 0.0 0.0 3.2 3.2 t Queue Clearance Time ( g S ), s 4.4 27.7 13.7 Green Extension Time ( g e ), s 0.1 0.0 0.0 0.1 0.6 Phase Call Probability 0.98 1.00 1.00 _ Max Out Probability 0.00 1 1.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L ? T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 i 4 14 Adjusted Flow Rate ( v ), veh/h 101 758 749 39 698 690 139 43 i I 129 Adjusted Saturation Flow Rate ( s ), veh/h/In 1781 1870 1838 348 1870 1845 1343 11603 1421 Queue Service Time ( g s ), s 2.4 25.6 25.9 8.3 28.2 28.4 14.1 3.1 I 8.8 Cycle Queue Clearance Time ( g ), s 2.4 25.6 25.9 24.8 28.2 28.4 25.7 3.1 I 11.7 Green Ratio ( g/C) 0.71 0.73 0.73 0.66 0.66 0.66 0.21 0.21 0.21 Oc, apacity ('c), veh/h 311 1368 1318 235 1236 1193 220 334 336 lume-to-Capacity Ratio ( X) 0.325 0.554 0.568 0.165 0.564 0.578 0.631 0.129 ' 0.386 ck of Queue ( Q ), ft/In (95 th percentile) 40.7 383.8 384.5 35 444.1 436.4 220.3 56.4 182.2 ck of Queue ( Q ), veh/In ( 95 th percentile 1.6 15.1 15.1 1.4 17.5 17.5 8.7 2.2 } 7.2 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 _ 0.00 ` Uniform Delay ( d i ).. s/veh 10.8 9.0 8.6 17.5 13.2 12.9 59.7 45.1 48.7 Incremental Delay ( d 2 ). s/veh _ 0.2 1.6 1.8 1.5 1.9 2.0 3.5 0.1 0.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 11.0 10.6 10.3 19.0 15.1 15.0 63.2 45.1 _ 48.9 Level of Service (LOS) s9 B B B B B B E D D Approach Delay, s/veh / LOS 10.5 B 15.1 B 58.9 E 48.9 D '. Intersection Delay. s/veh / LOS 16.6 B i I Multimodal Results EB WB -77777 B _ SB Pedestrian LOS Score / LOS 2.2 B 2.1 B 2.9 C 2.9 C Bicycle LOS Score / LOS 1.8 B 1.7 B 0.8� A 0.7 A Copyright (J 2020 University of Florida, All Rights Reserved. HCS711 Streets Version 7.1 Generated: 3/2/2020 11:31:57 AM s HL;b / 5lgnallzea Intersection Results Summary General Information Intersection Information Agency MEP Duration, h 0.25 J Analyst MEP Analysis Date 1/16/2020 Area Type Other Jurisdiction Time Period PHF 0.95 i Urban Street Analysis Year 2022 Analysis Period 1> 16:00 l Intersection SE 10th Ave & NE Park St File Name SE 10th Ave & NE Park St PM.xus Project Description SE 10th Ave & NE Park St 2022 PM '' d t +Y t• Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T I R Demand ( v), veh/h 96 1362 69 37 1 1268 50 132 3 38 66 3 54 Signal Information Cycle s 140.OTeference Phase Offset, s 0 Reference Point End Green 5.9 28.0 0.0 0.0 0.0 4.0 3.4 Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 3.4 0.0 ; 0.0 0.0 � 1 Force Mode Fixed Simult. Gap N/S On Red 0.0 3.0 2.0 0.0 0.0 X0.0 Timer Results EBL EBT WBL WBTNBL NBT SBL SBT_ Assigned Phase 5 2 6 8 4 Case Number 1.0 4.0 6.3 6.0 8.0 _ Phase Duration, s 9.9 106.6 96.7 33.4 33.4 Change Period, ( Y+R c). s 4.0 7.0 7.0 5.4 5.4 Max Allow Headway ( MAH). s 3.1 0.0 0.0 3.2 3.2 t Queue Clearance Time ( g S ), s 4.4 27.7 13.7 Green Extension Time ( g e ), s 0.1 0.0 0.0 0.1 0.6 Phase Call Probability 0.98 1.00 1.00 _ Max Out Probability 0.00 1 1.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L ? T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 i 4 14 Adjusted Flow Rate ( v ), veh/h 101 758 749 39 698 690 139 43 i I 129 Adjusted Saturation Flow Rate ( s ), veh/h/In 1781 1870 1838 348 1870 1845 1343 11603 1421 Queue Service Time ( g s ), s 2.4 25.6 25.9 8.3 28.2 28.4 14.1 3.1 I 8.8 Cycle Queue Clearance Time ( g ), s 2.4 25.6 25.9 24.8 28.2 28.4 25.7 3.1 I 11.7 Green Ratio ( g/C) 0.71 0.73 0.73 0.66 0.66 0.66 0.21 0.21 0.21 Oc, apacity ('c), veh/h 311 1368 1318 235 1236 1193 220 334 336 lume-to-Capacity Ratio ( X) 0.325 0.554 0.568 0.165 0.564 0.578 0.631 0.129 ' 0.386 ck of Queue ( Q ), ft/In (95 th percentile) 40.7 383.8 384.5 35 444.1 436.4 220.3 56.4 182.2 ck of Queue ( Q ), veh/In ( 95 th percentile 1.6 15.1 15.1 1.4 17.5 17.5 8.7 2.2 } 7.2 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 _ 0.00 ` Uniform Delay ( d i ).. s/veh 10.8 9.0 8.6 17.5 13.2 12.9 59.7 45.1 48.7 Incremental Delay ( d 2 ). s/veh _ 0.2 1.6 1.8 1.5 1.9 2.0 3.5 0.1 0.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 11.0 10.6 10.3 19.0 15.1 15.0 63.2 45.1 _ 48.9 Level of Service (LOS) s9 B B B B B B E D D Approach Delay, s/veh / LOS 10.5 B 15.1 B 58.9 E 48.9 D '. Intersection Delay. s/veh / LOS 16.6 B i I Multimodal Results EB WB -77777 B _ SB Pedestrian LOS Score / LOS 2.2 B 2.1 B 2.9 C 2.9 C Bicycle LOS Score / LOS 1.8 B 1.7 B 0.8� A 0.7 A Copyright (J 2020 University of Florida, All Rights Reserved. HCS711 Streets Version 7.1 Generated: 3/2/2020 11:31:57 AM s HCS7 Signalized Intersection Intermediate Values 4. qtw General Information Intersection Information Agency MEP Duration, h 0.25 _. Analyst MEP Analysis Date 1/16/2020 Area Type Other Jurisdiction I Time Period PHF 0.95 _ Urban Street_ Analysis Year ,2022 Analysis Period 1> 16:00 _ Intersection SE 10th Ave & NE Park St File Name SE 10th Ave & NE Park St PM.xus Project Description SE 10th Ave & NE Park St 2022 PM Demand Information EB WB NB SB Approach Movement L: T R L T R L T R L T R Demand (v ), veh/h 96 1362 69 37 1268 50 132 3 38 66 3 54 Signal Information 4.0 4.4 4.4 _ Green Ratio (g/C) 0.71 0.73 0.66 1 Cycle, s 140.0 Reference Phase 2 Permitted Saturation Flow Rate (sr), veh/h/In 390 390 348 1343 1385 Offset, s 0 --. Reference Point End Gre- -- en '® ` 5.9 ' 89.7 � 28.0 0.0 0 Permitted Effective Green Time (gp), s 92.5 99.0 Uncoordinated No Simult. Gap E/W On Yellow 4.04.0 3.4 0.0 0.0 0.0 74.1 Force Mode Fixed Simult. Gap N/S On Red 0.0 1 3.0 8.3 14.1 8.8 _ Saturation Flow / Delay L T R" L T R ' L T R L T R Lane Width Adjustment Factor (f:-) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHv9) 0.984 0.984 0.984 0.984 0.984 1.000 0.984 0.984 1.000 1.000 0.984 1.000 Parking Activity Adjustment Factor (fn) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ti Area Type Adjustment Factor (fa) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f Lane Utilization Adjustment Factor (fiu) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Left -Turn Adjustment Factor (ET) 0.952 0.000 0.183 0.000 0.707 0.000 0.810 0.760 j Right -Turn Adjustment Factor (fRr) 0.983 0.983 0.986 0.986 0.857 0.857 0.000 0.760 .857 -. -- Left -Turn Pedestrian Adjustment Factor (Ept)) 1.000 1.0�001 1.000 1.000 Right -Turn Ped -Bike Adjustment Factor (fRpn) I 1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (f ) 1.000 11.000 1.000 1.00 .000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h +! 1781 3530 178 348 3575 141 1343 117 1486 762 35 624 Proportion of Vehicles Arriving on Green (P) 0.050.73 0.72 0.65 0.66 0.65 0.21 0.21 0.21 0.21 0.21 0.21 Incremental Delay Factor (k) 0.04 0.50 0.50 0.50 0.50 0.50 0.13 0.04 ~__ 0.04 Signal Timing / Movement Groups EBL EBT/R WBL WBT/RNBL NBT/R SBL SBT/R r Lost Time (ti) � 3.0 4.0 4.0 4.4 4.4 _ Green Ratio (g/C) 0.71 0.73 0.66 0.21 0.21 _ Permitted Saturation Flow Rate (sr), veh/h/In 390 390 348 1343 1385 Shared Saturation Flow Rate (s.v,), veh/h/In 0 Permitted Effective Green Time (gp), s 92.5 99.0 90.5 29.2 29.2 Permitted Service Time (gu), s 61.7 0.0 74.1 17.6 26.3 Permitted Queue Service Time (gps). s 10.8 8.3 14.1 8.8 _ Time to First Blockage (gr), s 0.0 0.0 0.0 0.0 1.7 r Queue Service Time Before Blockage (gt5), s 1.7 Protected Right Saturation Flow (sR), veh/h/In Protected Right Effective Green Time (gR), s Multimodal EB WB NB SB Pedestrian F,,, l F, 1.557 0.00 1.389 0.00 2.107 0.00 2.107 0.00 Pedestrian F5 / Faeoy 0.000 0.071 0.000 _ 0.088 0.000 0.152 0.000 0.152 Pedestrian Myo „e, l M,:,, Bicycle Cb / db 1422.34 5.84 1281.17 1 9.04 400.52 44.77 400.52 44.77 Bicycle FW / F, -3.64 1.33 -3.64 1.18 -3.64 0.30 -3.64 0.21 Copp iy rt ;-, [ii[u �n;versity of Florida, All Rights Reserved. HCS71" Streets Version 7.1 venerated: 3/212020 11:31:57 AM ZXZ'NOSKHSxd OOT6 T adno£8 8Z:T£=8T 6TOZ-ffH3-9Z NOSKHS XVHd * 60'T 00'T BTOZ/T£/ZT - STOZ/0£/ZT £S 80'T 66'0 8TOZ/6Z/ZT - STOZ/£Z/ZT ZS 80'T 66'0 BTOZ/ZZ/ZT - BTOZ/9T/ZT TS 80'T 66'0 8TOZ/ST/ZT - STOZ/60/ZT OS 80'1 66'0 8TOZ/80/ZT - STOZ/ZO/ZT 6b 80'T 66'0 BTOZ/TO/ZT - 8TOZ/SZ/TT St, 80'T 66'0 BTOZ/bZ/TT - 8TOZ/8T/TT Lt, 60'T 00'T BTOZ/LT/TT - 8TOZ/TT/TT 9t, 60'T 00'T BTOZ/OT/TT - 8TOZ/'v0/TT 83 OT'T TO'T BTOZ/£0/TT - 8TOZ/8Z/OT lvb TT'T ZO'T BTOZ/LZ/OT - 8TOZ/TZ/OT £b ZT'T £0'T BTOZ/OZ/OT - STOZ/tT/OT Zb £T'T b0'T BTOZ/£T/OT - BTOZ/LO/OT Tt, £T'T t0'T 8TOZ/90/OT - 8TOZ/0£/60 0t, bT'T SO'T BTOZ/6Z/60 - 8TOZ/£Z/60 6£ t,T'T SO'T BTOZ/ZZ/60 - STOZ/9T/60 8£ ST'T 90'T BTOZ/ST/60 - BTOZ/60/60 L£ ST'T 90'T BTOZ/80/60 - 8TOZ/ZO/60 9£ ST'T 90'T 8TOZ/TO/60 - 8TOZ/9Z/80 S£ ST'T 90'T BTOZ SZ 80 - 8TOZ 6T 80 fi£ ST'T 90'1 BTOZ/ST/80 - 8TOZ/ZT/80 ££ 9T'T LO'T 8TOZ TT 80 - BTOZ SO 80 Z£ LT'T 80'T BTOZ/fi0/80 - BTOZ/6Z/LO T£ 8T'T 60'T BTOZ/8Z/LO - STOZ/ZZ/LO 0£ OUT OT'T STOZ/TZ/LO - BTOZ/ST/LO 6Z ST'T 60'T BTOZ/vT/LO - BTOZ/80/LO 8Z LT'T 80'T BTOZ/LO/LO - STOZ/TO/LO LZ 9T'T LO'T 8TOZ/0£/90 - 8TOZ/tZ/90 9Z ST'T 90'T 2TOZ/£Z/90 - 8TOZ/LT/90 SZ ST'T 90'T BTOZ/9T/90 - STOZ/OT/90 tlZ ST'T 90'T BTOZ/60/90 - 8TOZ/£0/90 £Z 9T'T LO'T BTOZ/ZO/90 - BTOZ/LZ/SO ZZ 9T'T LO'T BTOZ/9Z/SO - STOZ/OZ/SO TZ LT'T 80'T BTOZ/6T/SO - STOZ/£T/SO OZ £T'T f0'T BTOZ/ZT/SO - STOZ/90/SO 6T OT'T TO'T 8TOZ/SO/SO - 8TOZ/6Z/t0 8T SO'T L6'0 8TOZ/8Z/t0 - 8TOZ/ZZ/t0 LT* ZO'T V6'0 8TOZ/TZ/b0 - 8TOZ/ST/t0 9T* TO'T £6'0 8TOZ/bT/b0 - STOZ/80/b0 ST* 00'T Z6'0 8TOZ/LO/b0 - 8TOZ/TO/b0 tT* 66'0 T6'0 8TOZ/T£/£0 - 8TOZ/SZ/£0 £T* 86'0 06'0 8TOZ/tZ/£0 - 8TOZ/8T/£0 ZT* 86'0 06'0 8TOZ/LT/£0 - STOZ/TT/£0 TT* 86'0 06'0 STOZ/OT/£0 - STOZ/'v0/£0 OT* 86'0 06'0 STOZ/£0/£0 - 8TOZ/SZ/ZO 6 * 66'0 T6'0 8TOZ/tvZ/Z0 - 8TOZ/ST/ZO 8 * 66'0 T6'0 STOZ/LT/ZO - BTOZ/TT/ZO L * TO'T £6'0 8TOZ/OT/ZO - 8TOZ/b0/ZO 9 * £0'T S6'0 8TOZ/£0/ZO - BTOZ/SZ/TO S * SO'T L6'0 8TOZ/LZ/TO - 8TOZ/TZ/TO b 60'T 00'T 8TOZ/OZ/TO - STOZ/yT/TO £ 80'T 66'0 BTOZ/90/TO - STOZ/TO/TO T 3OSd 3S SSZKQ xSHM Z6'0 :3aOW HQIMAZNO SS9OHOSSXO 0016 :)HOOHZVJ ZOIHZSIQ :Hd)�s JMdHH - ZHOdHH 7,HOOSZVO HOZOK3 NOSKSS XVSd 8TOZ COUNTY: 91 STATION: 0007 DESCRIPTION: SR 70, WEST OF SR 710/EAST OF OKEECHOBEE START DATE: 08/14/2018 START TIME: 1100 --------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL --------------------------------------------------------------------------------------- 0000 30 20 14 16 80 9 16 19 9 53 133 0100 11 10 12 6 39 15 3 12 10 40 79 0200 14 8 7 6 35 13 11 6 11 41 76 0300 16 12 20 19 67 10 18 12 12 52 119 0400 23 21 32 41 117 17 23 34 56 130 247 0500 80 101 98 142 421 67 61 82 112 322 743 0600 155 184 141 162 642 93 129 182 200 604 1246 0700 174 202 169 204 749 194 196 305 280 975 1724 0800 210 170 160 138 678 209 208 185 216 818 1496 0900 167 128 160 138 593 144 155 168 160 627 1220 1000 131 153 140 154 578 154 179 153 170 656 1234 1100 142 152 142 176 612 172 152 180 166 670 1282 1200 165 166 149 152 632 141 153 165 174 633 1265 1300 183 156 178 152 669 181 152 159 193 685 1354 1400 172 197 193 181 743 165 160 177 178 680 1423 1500 208 198 224 212 842 233 230 197 235 895 1737 1600 229 252 237 210 928 188 221 220 235 864 1792 1700 273 276 270 220 1039 247 228 232 204 911 1950 1800 249 204 176 141 770 218 189 181 156 744 1514 1900 149 161 132 141 583 163 154 137 110 564 1147 2000 148 100 101 109 458 118 105 129 83 435 893 2100 91 85 71 59 306 85 79 51 66 281 587 2200 66 41 34 36 177 25 34 33 32 124 301 2300 31 28 26 14 99 31 16 21 18 86 185 --------------------------------------------------------------------------------------- 24-HOUR TOTALS: 11857 11890 23747 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME 715 1775 P.M. 1700 1039 1645 942 1645 1971 DAILY 1700 1039 730 1002 1645 1971 TRUCK ---------------------------------------------------------------------------------------------------------- PERCENTAGE 17.80 17.93 17.87 CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 33 5834 3879 73 843 89 14 400 631 50 1 0 10 0 0 2111 11857 W ---------------------------------------------------------------------------------------------------------- 29 5857 3872 64 886 92 14 406 646 16 2 1 5 0 0 2132 11890 GENERATED BY SPS 5.0.48P COUNTY: 91 STATION: 5012 DESCRIPTION: SR 70, EAST OF SR 15/700/US 98/441 START DATE: 08/14/2018 START TIME: 1100 --------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL --------------------------------------------------------------------------------------- 0000 29 20 14 16 79 9 17 17 8 51 130 0100 12 8 12 7 39 16 4 12 9 41 80 0200 15 10 7 6 38 14 11 5 11 41 79 0300 18 12 19 22 71 10 15 16 11 52 123 0400 25 19 35 43 122 17 24 36 54 131 253 0500 79 100 94 148 421 65 61 76 109 311 732 0600 158 176 139 164 637 101 126 177 207 611 1248 0700 180 204 176 212 772 193 194 313 269 969 1741 0800 204 179 162 154 699 210 207 179 213 809 1508 0900 157 126 165 148 596 156 154 173 166 649 1245 1000 143 148 147 153 591 142 183 149 165 639 1230 1100 146 163 147 177 633 164 164 172 172 672 1305 1200 173 169 154 160 656 153 151 169 172 645 1301 1300 183 158 182 157 680 180 158 166 189 693 1373 1400 183 206 191 180 760 166 165 172 195 698 1458 1500 211 212 220 225 868 234 218 212 238 902 1770 1600 236 263 ® 951 186 226 216 241 869 1820 1700 289 268 277 212 1046 251 228 235 209 923 1969 1800 251 203 180 142 776 210 188 188 145 731 1507 1900 144 156 136 144 580 165 158 136 113 572 1152 2000 149 105 107 110 471 113 104 139 87 443 914 2100 92 86 68 63 309 79 81 53 66 279 588 2200 65 40 34 35 174 28 35 35 28 126 300 2300 33 30 27 14 104 31 18 19 17 85 189 --------------------------------------------------------------------------------------- 24-HOUR TOTALS: 12073 11942 24015 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME AD471 5 '796 730 715 1782 P.M. 1645 1047 1645 955 1645 2002 DAILY 1645 1047 730 999 1645 2002 TRUCK PERCENTAGE 18.12 17.05 17.59 ------------------------------------------------------------------------------- CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 46 5939 3900 76 855 99 16 408 680 44 1 0 9 0 0 2188 12073 W 45 5796 4065 68 891 115 19 361 542 29 1 0 10 0 0 2036 11942 GENERATED BY SPS 5.0.48P Time of Dav Plan Designed By: EME Pattern System ID: 91070A Date: 10/2017 FREE Section: 91020191070 Checked By: RJ 1500 From: NW 5th Ave Date: 11/2017 140 TO: SE 10th Ave ALL SEASON PLAN Day Time Pattern Cycle Length Monday Thru Friday �— 0000 - FREE 0600 0700 5 2 3 80 140 140 1000 1500 4 140 1800 2 - 140 - 1930 5 80 2130 - FREE Saturday 0000 - FREE 0700 5 80 0800 3 140 2000 5 80 2100 - FREE Sunday 0000 - FREE 0730 5 80 0830 3 140 1930 5 80 2030 - FREE Note: 1) The signals at NW 5th Ave and US 441 are to operate in FREE mode during pattern 5. Designed By: EME Date: 10/2017 Checked By: RJ Date: 11/2017 Offset Reference Point End of Main Street Green Notes: 1) Use'Max I" during FREE operations and 'Max II' during coordination 2) Sequence 1 used during FREE operations 3) Force Mode = Fixed 4) Max recall phases 2 & 6 during coordination 5) Program 8 sec of detection delay for minor right turn movements 6) Program 3 sec of detection delay for minor street inside lane movements SOP 1 (Sequence 1) Ring 1 Ring 2 7) Controller type: PEEK ATC 1000 7a.) Local Zero Phase = Phase 2 for all patterns 7b.) Permissive Strategy = Multiple for all patterns 7c.) Pedestrian Override = YES for all patterns 7d.) Correction Mode = Shortway for all patterns Location Details Section: 91070 Mile Post: 10.152 Major Street: SR 70 Orientation E -W Minor Street: SE 10th Ave Orientation N -S Sig ID: 1008 System ID: 91070A Offset Reference Point End of Main Street Green Notes: 1) Use'Max I" during FREE operations and 'Max II' during coordination 2) Sequence 1 used during FREE operations 3) Force Mode = Fixed 4) Max recall phases 2 & 6 during coordination 5) Program 8 sec of detection delay for minor right turn movements 6) Program 3 sec of detection delay for minor street inside lane movements SOP 1 (Sequence 1) Ring 1 Ring 2 7) Controller type: PEEK ATC 1000 7a.) Local Zero Phase = Phase 2 for all patterns 7b.) Permissive Strategy = Multiple for all patterns 7c.) Pedestrian Override = YES for all patterns 7d.) Correction Mode = Shortway for all patterns Controller Timings (seconds) Movement # (Controller Phase 0) 1 2 3 4 5 6 7 8 Notes Direction EB/WB NO Dummy Dummy Turn Type Min Green 10 7 10 7 Ext 5 3 5 3 Yellow 4.0 3.4 4.0 3.4 All Red 3.0 2.0 3.0 2.0 Max 1 40 20 40 20 Max II 70 30 70 30 Walk 7 7 7 7 Flashing Don't Walk 18 22 18 22 Detector Memory Det. Cross Switch. Dual Entry Vehicle Recall Min CNA Rest in Walk Coord Phase X Coordination Timings (seconds) Pattern C -S -O Cycle Length Splits Offset Sequence 1 100 65 35 65 35 79 1 2 140 105 35 105 35 59 1 3 140 105 35 105 35 59 1 4 140 105 35 105 35 59 1 5 80 55 25 55 25 5 1 Offset Reference Point End of Main Street Green Notes: 1) Use'Max I" during FREE operations and 'Max II' during coordination 2) Sequence 1 used during FREE operations 3) Force Mode = Fixed 4) Max recall phases 2 & 6 during coordination 5) Program 8 sec of detection delay for minor right turn movements 6) Program 3 sec of detection delay for minor street inside lane movements SOP 1 (Sequence 1) Ring 1 Ring 2 7) Controller type: PEEK ATC 1000 7a.) Local Zero Phase = Phase 2 for all patterns 7b.) Permissive Strategy = Multiple for all patterns 7c.) Pedestrian Override = YES for all patterns 7d.) Correction Mode = Shortway for all patterns Equation Source Equation form Regression Equation Rz Comments Conclusions Not accurate A FOOT * Dailytrips= average rate kftZ * 1141.6 kft 0.24 enough to Not recommended warrant B ITE Dai ly trips= average rate*kft' 845.6*kft' - Not very Keep accurate unchanged Not very Recommended C FOOT Dailytrips=average rate*fp 233.4*fp 0.43 accurate, but to replace ITE more recent rate D ITE Dailytrips=average rate*fp 162.8*fp _ Not very Outdated accurate Negative E FDOT Dailyrates=a*fp+b*kft'+c 178.0*fp-772.8*kfe+3814.5 0.58 coefficient for Not bsf and R2<0.75 recommended Negative F FDOT Daily rates=a*fp+b*kft' 256.7*fp-144.5*kft2 0.92 coefficient for Recommended* bsf but R2>0.75 Fractional G FDOT Daily rates=c*(a^fp)*(b^kft') 2652.4*(1.OS^fp)*(0.86^kft2) 0.54 coefficient for Not bsf and R2<0.75 recommended EHFDOT Daily rates= a *PM trips 14.3*PM trips 0.93 Good accuracy Recommended I I- R2>0.75 N accurate Not a FDOT PM Peak trips= average rate*kft2 85.7*kftZ 0.15 enough to recommended wa rra nt ITE PM Peak trips= average rate* kft2 59.7*kftz Not very Keep accurate unchanged Not accurate Not C FDOT PM Peak trips= average rate*fp 17.1*fp 0.13 enough to recommended wa rra nt d ITE PM Peak trips= average rate*fp 13.4*fp _ Not very Keep accurate unchanged Negative e FOOT * p * 2 PM Peak rates= a f +b kft +c * p_ * 2 5.56 f 38.24 kft +326.20 0.24 coefficientfor Not bsf and R2<0.75 recommended f FOOT PM Peak rates= Z 12.3*fp+15.5*kft 088 Goo accuracy Recommended R2>0.75 Fractional 9 FDOT PM Peak rates= c* a^f ^ Z ( p) (b kft) ^ Z 255.1 (1.02 fp) (0.91 kft) 0.23 coefficientfor Not recommended bsf and R2<0.75 FDOT PM Peak rates= daily trips/a Dailytrips/14.3 0.93 Good accuracyRecommended R2>0.75 fp =fueling positions kft'=1,000 square feet gross floor area a= coefficient for fp b=coefficient for kft' c=constant 40 *Use is recommended even with a negative coefficient Note: See appendices for scatter charts associated with these Equations ---------------------------------------------------------------------------------------------------------------------------------- UNPLATTED LANDS OF THE CITY H2OLDINGS LLC 2-15-37-35-OA00-00007-0000 Okeechobee County 2019 R 203,991 W1/2 OF SW 1/4 OF SE 1/4 N OF %DONALD J HACKL CARD 001 of 001 RD 70 LESS R/W LESS & EXCEPT A 1534 WALNUT AVE PRINTED 10/10/2019 13:12 BY STAR PARCEL OF LAND DESC IN ORB 6 WILMETTE, IL 60091-0000 APPR 3/29/2019 RA ---------------------------------------------------------------------------------------------------------------------------------- BUSE AE? HTD AREA .000 INDEX 578610.00 HWY 70 E PUSE 009900 NON AG ACREAGE MOD BATH EFF AREA E -RATE .000 INDX STR 15- 37- 35 EXW FIXT RCN AYE MKT AREA 570 0 BLDG % BDRM %GOOD BLDG VAL EYE EXAG 0 XFOB RSTR RMS ------------------------------------------------- AC 18.917 1,109,969 LAND RCVR UNTS #FIELD CK: # NTCD 0 CLAS % C -W% #LOC: NE 8TH AVE OKEECHOBEE # APPR CD 0 MKTUSE INTW HGHT # # CNDO 1,109,969 JUST % PMTR # # SUBD 1,109,969 APPR FLOR STYS # # ELK % ECON # # LOT 0 SOHD HTTP FUNC # # MAP# 1,109,969 ASSD A/C SPCD # # 0 EXPT* QUAL DEPR # # TXDT 050 1,109,969 COTXBL FNDN HURR # # 1,109,969 CITXBL 1,109,969 OTTXBL SIZE CNDO # # -------------- BLDG TRAVERSE------------- CEIL ELEC # # ARCH FRNT # # FRME UD -5 # # KTCH DOOR # # WNDO UD -7 # # CLAS UD -8 # # OCC UD -9 # # COND % # #----------------- PERMITS ----------------- SUB A -AREA % E -AREA SUB VALUE # # NUMBER DESC AMT ISSUED # # # # # # ------------------ SALE ------------------ # # BOOK PAGE DATE PRICE # # 525 1999 3/10/2004 U V 550000 # # GRANTOR HARBOUR BAY PROPERTIES INC # # GRANTEE H2OLDINGS LLC # # 412 1349 10/02/1998 U V 170000 # # GRANTOR GLASRUD THEODORE TOTAL ------------------------------------------------- GRANTEE HARBOUR BAY PROPERTIES INC -------EXTRA FEATURES--------------------------------- FIELD CK: ------------------------------------------- AE BN CODE DESC LEN WID HGHT QTY QL YR ADJ UNITS UT PRICE ADJ UT PR SPCD % %GOOD XFOB VALUE ------------------------------------------------------------------------------------------------------------------------- LAND DESC ZONE ROAD DEN JUD3 FRONT DEPTH FIELD CK: AE CODE TOPO UTIL YRPL JUD4 BACK DT ADJUSTMENTS UNITS UT PRICE ADJ UT PR LAND VALUE N 067EPA E CRK-CTY 1.00 1.00 .65 1.00 60000.000 SF 4.770 3.10 186,000 N 067EPA E CRK-CTY N 067EPB E CRK-CTY N 067EPC E CRK-CTY 1.00 1.00 1.00 .75 75800.000 SF 1.00 1.00 .65 .75 130680.000 SF 1.00 1.00 .65 .75 557568.000 SF 4.770 3.58 271,136 3.200 1.56 203,991 1.650 .80 448,842 N W s € t IA IRE _ s er.zuslnc tfxzv - z: - acral ➢1-1 „ -telJ"' � _ d i, �nW..-��'�'' .s .as. V. o� _ _ wW M. �..„➢ ql� ~ � I a y _ R� .�...uw yei+�a m. v.. �...1 �y� u� ',i�.^ •^w,.�. F- a dw� k „oma Mimic- Q, _ - — Tp ° dolw...c..e roemnw ro.0 m,.mivm.w _ lk som8➢11 17 SIA-F �9A_/O FAST / o, --WI 4M avo Ln f- CIA. Staff Report Site Plan Review: Parcel ID: 2-15-37-35-OA00-00007-0000 Description: Gas Station & Convenience Store Prepared for.- Applicant: oraApplicant: Petition No.: The City of Okeechobee Race Trac Petroleum Inc 20 -003 -TRC Staff Report Site Plan Review Applicant Owner Site Address Parcel Identification Contact Person Contact Phone Number Contact Email Address Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Race Trac Petroleum Inc 200 Galleria Pkwy SE, Suite 900 Atlanta, GA 30339 1-12oldings LLC 1534 Walnut Ave Wilmette, IL 60091 SR 70 2-15-37-35-OA00-00007-0000 Samantha Jones, Engineering Project Manager 770.431.7600 sjones@racetrac.com For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at https://www.citvofokeechobee.com/agendas.html Existing Proposed Future Land Use Commercial Commercial Zoning District Use of Property Acreage Heavy Commercial (CHV) Vacant Heavy Commercial (CHV) Race Trac Gas Station and Convenience Store 18.86 The subject site is a vacant parcel located on the north side of SR -70 (Park St) just east of NE 8th Ave and across SR -70 from SE 10th Ave. The subject property (shown as parcel 1 on the survey) is 18.86 acres but only 6.63 acres in the southwest corner of the parcel will be used for the proposed development. The Applicant has not offered any plans to develop the remaining 12.23 acres at this time. Major features of the proposed development includes: • 5,411 square foot RaceTrac convenience store • Canopy to the south side of the store covering 16 standard vehicle fueling stations • Canopy to the north side covering 4 large truck fueling stations. • 30 standard vehicle parking spaces adjacent to the south and east side of the store • 2 ADA parking spaces • 23 large truck parking spaces at the rear (north side) of the development • Water retention area at the rear (north side) of the development Two access driveways from SR 70 LARD p l arrilnitg Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Single Family Residential Residential Mobile Home (RMH) River Run Resort Mobile Home Park Commercial Heavy Commercial (CHV) Vacant Commercial Heavy Commercial (CHV) Zaxby's Restaurant, Family Dollar Store & Post Office Single Family Residential Residential Mobile Home (RSF-1) Manufactured Home Sales Center & River Run Resort Mobile Home Park Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. POTABLE WATER AND SANITARY SEWER: The Applicant has stated that a 12 inch potable water main and an 8 inch gravity sewer main exist along SR -70, both of which can be tapped into for this project. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sf) to the 5,411 square feet of building floor area indicates a demand of about 812 gallons of potable water and wastewater treatment each per day. This potential increase is relatively small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: The Applicant has provided a grading site plan, a drainage site plan, and a drainage report. TRAFFIC GENERATION: The Applicant has provided a traffic impact analysis performed by MacKenzie Engineering & Planning, Inc. which estimates the number of external trips and driveway trips expected to be generated by the proposed development. Driveway trips typically refer to the total number of L -Rue ob rY'LR9 Future Land Use North Zoning District Existing Use Future Land Use East Zoning District Existing Use Future Land Use South Zoning District Existing Use Future Land Use West Zoning District Existing Use Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Single Family Residential Residential Mobile Home (RMH) River Run Resort Mobile Home Park Commercial Heavy Commercial (CHV) Vacant Commercial Heavy Commercial (CHV) Zaxby's Restaurant, Family Dollar Store & Post Office Single Family Residential Residential Mobile Home (RSF-1) Manufactured Home Sales Center & River Run Resort Mobile Home Park Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. POTABLE WATER AND SANITARY SEWER: The Applicant has stated that a 12 inch potable water main and an 8 inch gravity sewer main exist along SR -70, both of which can be tapped into for this project. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sf) to the 5,411 square feet of building floor area indicates a demand of about 812 gallons of potable water and wastewater treatment each per day. This potential increase is relatively small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: The Applicant has provided a grading site plan, a drainage site plan, and a drainage report. TRAFFIC GENERATION: The Applicant has provided a traffic impact analysis performed by MacKenzie Engineering & Planning, Inc. which estimates the number of external trips and driveway trips expected to be generated by the proposed development. Driveway trips typically refer to the total number of L -Rue ob rY'LR9 Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC vehicles that turn into the driveway of the development. However, it is expected that some of the vehicles that turn into driveway are stopping by on the way to other destinations. These are known as pass -by trips. After subtracting the expected number of pass -by trips from the total expected driveway trips, the remainder of the driveway trips are known as external trips. External trips are assumed to be vehicle trips generated entirely by the subject use (RaceTrac in this case). The provided traffic impact analysis estimates this proposed development will generate: • 1,038 daily external vehicle trips • 73 daily external vehicle trips during the AM peak hour • 73 daily external vehicle trips during the PM peak hour • 4,719 daily driveway vehicle trips • 330 daily driveway vehicle trips during the AM peak hour • 330 daily driveway vehicle trips during the PM peak hour The Florida Department of Transportation's most recent (2018) annual average daily traffic count (AADT) for this segment of SR 70 is 25,500 vehicle trips. Adding another 1,038 daily vehicle trips represents a 4.1% increase without accounting for any changes in the AADT. To accommodate for the increase in vehicle trips along this segment, the applicant's traffic engineer is recommending roadway improvements and changes to traffic signalization at the intersection of SR -70 and SE 10th Ave ACCESS AND EGRESS: Two new access driveways are proposed on SR -70. The proposed driveway at the intersection of SR -70 and SE 10th Ave will allow for ingress and egress to and from both directions or SR -70 and for vehicles northbound on SE 10th Ave. The other driveway will allow ingress and egress only for vehicles traveling westbound on SR -70. INTERIOR CIRCULATION: Interior circulation appears to be adequate with all drive aisles exceeding the minimum code requirements. SERVICE VEHICLE ACCESS AND EGRESS: A. Fire Truck The Applicant has furnished a truck circulation plan, which illustrates the path of truck entering and exiting the site for refueling of the fuel storage tanks or accessing the loading space. The appropriateness of this plan as it applies to fire truck access will be addressed by the Fire Chief. B. Loading Zone The proposed loading zone meets all minimum dimensional requirements and is located adjacent to the dumpster enclosure in order to facilitate solid waste removal. C. Dumpster Location and Trash Collection The dumpster enclosure meets all required setbacks and is adequately located to accommodate employee trash take out and solid waste truck access. D. Fuel Truck The truck route plan adequately illustrates the turn movements required to access the fuel storage tanks. L,r 3 Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Retail, restaurant and governmental uses existing across SR -70 to the south. The property to the east is entirely vacant commercial property.. An existing manufactured home sales facility fronts on SR -70 to the west and an established manufactured home residential neighborhood exists to the west and north. The main compatibility concern for this use is the existing residential neighborhood to the west and north. To that end, the landscape plan depicts an ample landscape buffer provided along the western property line between the residences and the project. Regulation Required Provided Min lot area 20,000 sq ft 288,680 sq ft §90-692(2) Min lot width 140' 422' §90-692(2) Min front yard setback 20, 59' to canopy (Park St) 158' to building §90-692(3) • 8' 105.5' from west side to front canopy • 50' abutting residential -115' from west side to dumpster Min side yard zoning district enclosure setback §90-692(3) • 2' canopy encroachment 157.5' from west side to building §90-448(2) permitted 97.5' from east side to front canopy 50' required on west side 151' from east side to building 8' required on east side • 10' Min rear yard • 50' abutting residential setback zoning district In compliance §90-692(3) 50' required Max lot coverage 25%, not including fuel storage 6.06% §90-692(4) tanks Max height 25' 23' §90-692(5) Min underground fuel tank front 20' -180' setback §90-692(6) Min underground • 8 fuel tank side • 50' abutting residential 61' from west side to underground setback zoning district tanks §90-692(6) 50' required on west side LaRue 4 p'I'anrj:in!g Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Regulation Required Provided Min underground • 10' fuel tank rear . 50' abutting residential In compliance setback zoning district §90-692(6) NFPA standards Site plans shall conform to To be confirmed by fire chief and §90-692(8) NFPA standards. building official Max impervious surface 85% 62.1% §90-285(3) Min parking space dimensions 9' by 20' In compliance 90-511 b Min ADA parking space dimensions 12' by 20' with a 5' wide In compliance FI Accessibility Code access aisle 502 Min loading space At least 10' wide by 30' long dimensions w/14' vertical clearance. 10'x 40 with unlimited clearance 90-511 c Minimum 24' wide drive for spaces rivew ay width drivew between 750 and 900. In compliance d 2 §90-511Parking paving Each parking and loading In compliance §90-511(e)(1) space shall be paved Each parking or loading space Parking and shall open directly onto a loading space driveway that is not a public layout street, and each parking space In compliance §90-511(e)(2) shall be designed to permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Pedestrian spaces shall be designed so oriented design that pedestrians moving In compliance §90-511(e)(3) between parking areas and buildings are not unreasonably exposed to vehicular traffic areas. Paved pedestrian walks shall be provided along the lines of Pedestrian walks the most intense use, All parking areas are paved. §90-511(e)(4) particularly between building entrances to streets, parking areas, and adjacent buildings. Loading space Loading facilities shall be identification identified as to purpose and In compliance §90-511(e)(5) location when not clearly evident. ,LaRue r'ljh�y '" Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Regulation Required Provided No parking space accessed via Min parking space a driveway from a public road setback shall be located closer than 20 In compliance §90-511(e)(6) feet from the right-of-way line of said public road. Min number of off- One per 150 sf of floor area street parking 55 parking spaces spaces §90-512(2) 5,411 _ 150 = 36 Min number of ADA parking For facilities with 51 — 75 spaces parking spaces, at least 3 must 3 ADA parking spaces FI Accessibility Code be ADA spaces 208.2 Min number of off- street loading One loading space required for 1 designated loading space provided spaces each convenience store §90-513(2) 1 tree and 3 shrubs/3,000 sf of 88 trees and 6 sabal palms to be Min Landscaping lot area. planted §90-532 2 existing live oaks and 6 sabal 288.680 sf - 3,000 = 96 trees palms to remain and 289 shrubs re uired 2,382 shrubs Landscaping for parking and 18 sq ft of landscaping required vehicular use per required parking space. In compliance areas 18 x 36 = 648 sq ft §90-533(l) Landscaping for parking and One tree per 72 sf of required vehicular use landscape area In compliance areas 648 - 72 = 9 trees §90-533(2) Landscaping for parking and Two feet of landscaping vehicular use required between buildings and In compliance areas vehicular use areas. §90-533(4) Landscaping for Min. dimension of landscaped parking and areas must not be less than 4' vehicular use except adjacent to on-site In compliance areas §90-533(5) buildings. Landscaping for One landscaped island at least parking and 5 by 15 w/at least one tree vehicular use must be provided for each 10 In compliance required parking spaces w/ a areas §90-533(6) maximum of 12 uninterrupted parking spaces in a row. plpYii Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Regulation Required Provided Landscaping for The remainder of a parking parking and landscape area shall be vehicular use landscaped with grass, ground In compliance areas cover, or other landscape §90-533(7) material. Landscape buffer 10' minimum width of street areas frontage buffers In compliance §90-534(l) Landscape buffer 2' minimum width of property areas line buffers In compliance §90-534(l) 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 330 linear ft of non -driveway In compliance frontage on SR70 requires 3,300 sf of landscaped area and 11 trees and 33 shrubs 685 linear ft of west property In compliance line requires 1,370 sf of Landscape buffer areas landscaped area and 5 trees §90-534(2) and 14 shrubs 422 linear ft of north rear In compliance property line 844 sf of landscaped area and 3 trees and 8 shrubs 685 linear ft of east property In compliance line requires 1,370 sf of landscaped area and 5 trees and 14 shrubs Landscape buffer Trees may be planted in areas clusters, but shall not exceed In compliance §90-534(3) 50 feet on centers abutting the street. Landscape buffer The remainder of a landscape areas buffer shall be landscaped with In compliance §90-534(4) grass, ground cover, or other landscape material Species When more than ten trees are diversification required to be planted, two or In compliance §90-538(c) morespecies shall be used. LaRyu�e��y lni ig Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Regulation Required Provided Trees and shrubs shall not be Tree spacing from planted in a location where at No overhead utility lines currently utility structures their maturity they would exist along frontage §90-538(d) () interfere with utility y services (in accordance with §90-543). Landscape area Landscaping shall be protected barriers from vehicular encroachment In compliance §90-538(g) by means of curbs, wheel stops, walks or similar barriers. At least 75 percent of the total number of plants required shall be state native very drought tolerant species as listed in the South Florida Water Drought tolerance Management District Xeriscape §90-540(b) Plant Guide. However, when a In compliance landscape irrigation system is installed, at least 75 percent or the total number of plants required shall be state native moderate or very drought tolerantspecies. Trees shall be at least ten feet Min tree size high and two inches in §90-540(c) diameter measured four feet In compliance above ground level at the time of planting. Prohibited Species listed in §90-542 shall species not be planted. In compliance 90-542 Max monument Not depicted. Applicant has stated sign area 64 square feet that a variance application will be §90-571(1) submitted for this sign. Max monument Not depicted. Applicant has stated sign height 8 feet that a variance application will be §90-571(1) submitted for this sign. Max number of monument signs 1 1 §90-571(2) One ground sign or ;pole sign is allowed in the front yard, and Ground/pole such sign shall not exceed 50 No ground signs or pole signs are signs square feet in sign area and 20 depicted on plans §90-573(a)(1) feet in height, and shall not be closer than 25 feet to a residential district. LaRue 1" 04- rog Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Regulation Required Provided The combined sign area of building signs, ground signs and pole signs is limited to one 40 sq ft building sign on south face square foot for each linear foot 40 sq ft building sign on east face Max total sign of property on a frontage 42 sq ft building sign on south face area street, plus one square foot for 55 sq ft building sign on canopy §90-573(b) each two linear feet of property Monument sign size unknown on side streets. 177 square feet of known sign area 422 square feet total permitted sign area Min street yard No part of any sign shall be Monument shown 1' from front sign setback located closer than one foot to property line §90-580(c)(1) the property line Sidewalks Sidewalks required adjacent to Sidewalks already in place § 78-36(a)(1) right-of-way All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum of one-half Photometric notes indicate that all Lighting horizontal foot-candle power of fixtures will be full -cutoff design and § 78-71(a)(5) artificial lighting. Lighting, when that trespass will be very minimal. provided, shall be directed away from public streets and residential areas and shall not be a hazard or distraction to motorists traveling a street. LaRue 04*rog Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC Recommendation Based on the foregoing analyses, we provide the following recommendations: The traffic impact analysis was conducted based on there being 4 large truck fueling stations and the applicant has maintained that there will only be 4 large truck fueling stations. However, some of the plans are showing what appears to be 5 large truck fueling stations. This error should be corrected on the plans. 2. Consider providing a buffer wall between adjacent residential properties. Submitted by. f Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: May 12, 2020 TRC Hearing date: May 21, 2020 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs LaRue 10 l rtgilng Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20 -003 -TRC FUTURE LAND USE Subject Site and Environs 'I"I"IQ � > ..o �,J 'I'I ' � ;-pro � =�b = v �� ❑� � N.E. 5TH ST e N.E. 5TH 5T J e> a] J+ a] J, ro w b. n w ro m na ala a----I-----r--•i J°vunrs r. L Ill 111111-�� W ... H.E. 4TH ST o a'D W 5 W N.E. 3RD ST ° a � V W NE. 2ND ST � a a STATE ROAD 70 AA 2 6 A =Z 52 In ---a, _v • w Ii .: SE. 3RD C� v a SEATH ST ' ,• LAND USE CLASSIFICATIONS • _ a. - .. �� bt line - s a SINGLE - FAMILY RESIDENTIAL MIXED USE RESIDENTIAL MULTI - FAMILY RESIDENTIAL - COMMERCIAL INDUSTRIAL PUBLIC FACILITIES EASEMENT RAILROAD CENTERLINE - - - HOPKINS MEANDER LINE UNINCORPORATED Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20 -003 -TRC f 9 ZONING Subject Site and Environs ZONING K0PMW6WEA%0ERL;XE S 4, PA&FKADCENTERLNE CE.TRAIL BUSNESS DISTRICT W -Al CO.CERCAL Is 14 12 12 If UGHT COMMEMM RD COWVM-L PROFESSIONAL OFFICE kotDWJG PUBLIC FACLMIES PLANNED Uftrr DEVELOPUEMr-MMED USE PUNNED UWfr DEVELOPMEW-iMS�DEMTMA. RE SCE)MAL .,tTI-LE I..., RESCOM.L WMLE wOME RESCEPMAL SI%GLE RESCENTAL SR GLE FAW&ITWO UNIWORPORTATED a 12 01 1xj Staff Report Site Plan Review 'i`l� ..sY1 r M' • �.��. 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'. oRq.s1— F� rV Gt "i _ • h"!R'kl J. = i - } I.a-.0 IH 1RD 5 n I �'.'� ■-� J j / �• ;Ei �� ,M'+C J r�"�rx4F.j,8-<,� ' � rT'. �fo_i � � F-,i6� Gi r I _ n `i'' T , t' _ a+. • •'111 �211D %F m r r ` br ;_ • r ,, �...�JN �� r _ �4;a S,=Ttx! ""�. • `. r � y _ •. % r! � • R .� 'M' x d. `y� 1 ;; � -. R` sE:zr�D sT - ^ :.- • P �� .._. ._ ._.. -. .. ,.,_ .._ _._L.,-.. .. v."yc. _�.; V; ".,1 •_ 1�i. ��'�. .:..�i.IR . _ !»1iJ�i�.,�_ustr�a �_ x � g 13 CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 3 Rev. 10/18 Date Received H -7-AQ Application No. a 0 . C) .0t_1 . -V-V, o �y.Of•O1CF�c City of Okeechobee General Services Department 55 S.E. 3`d Avenue, Room 101 Fee Paid: Receipt No. - C f r'n, O Okeechobee, Florida 34974 Phone: (863) 763-3372, ext. 9820 -_ Fax: (863) 763-1686 E-mail: nburnettencityofokeechobee.coroHearing Date: -�, Z' 0 * 9 �' APPLICANT INFORMATION 1 Name of property owner(s): Mitchell G. Hancock Inc, 2 Owner mailing address: 203 SW 4th Street, Okeechobee, FL 34974 3 Name of applicant(s) if other than owner: 4 Applicant mailing address: 5 Name of contact person (state relationship): Steven L. Dobbs 6 Contact person daytime phone(s) and email address: 863-634-0194 - sdobbs@stevedobbsengineering.com Engineer: Name, address, phone number and email address: Steven L. Dobbs - 1062 Jakes Way, Okeechobee, FL 34974 7 863-634-0194 - sdobbs@stevedobbsengineering.com Surveyor: Name, address, phone number and email address: H.L. Bennett & Associates - 241 Yeomans Avenue, Labelle, FL 8 33935 - 863-675-8882 - hlb@hlbennett.org PROPERTY and PROJECT INFORMATION Property address/directions to property: 9 500 BLOCK NW 7TH STREET, OKEECHOBEE, FL 34972. HWY 441 NORTH, TURN LEFT ONTO NW 7TH STREET, PARCEL ON NE CORNER OF NW 7TH STREET AND NW 6TH AVENUE. 10 Parcel Identification Number: 3-15-37-35-0010-00620-0110 ✓ I 1 Current Future Land Use designation: Single Family Residential ✓ 12 Current Zoning district: Industrial ✓ Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 This project is going to construct a building contractor office consisting of 4,750 SF building, parking and drainage facility. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. Vacant 14 15 Total land area in square feet (if less than two acres): or acres: 1.6 J 16 Is proposed use different from existing or prior use (_Yes) (_No) Rev. 10/18 i �f y V V r CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 Number and description of phases: 20 Single phase 17 One (1) copy of last recorded warranty deed. 12/18/2019 18 Source of potable water: OUA 19 Method of sewage disposal: Septic Tank For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property. Owner 21 One (1) copy of last recorded warranty deed. 12/18/2019 22 Notarized letter of consent from property owner (if applicant is different from property owner). Three (3) sealed boundary and topographic, "as is" surveys (one to be no larger than 11 x 17) of the property involved including: 23 a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre ' 24 Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included). r 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. 000 27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Eleven (11) copies of photometric lighting plan (see Code of Ordinances & LDR's Section 78-71(A)(5)). 29 Three (3) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use 30 as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. 31 USB flash drive of application and attachments. Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of UP to 30 days and may result in the summary denial of this application. Mitchell G. Hancock q/ (912 3Z0 Signature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 Rev. 10/18 CITY OF OKEECHOBEE Application for Site Plan Review Page 3 of 3 City of Okeechobee Checklist for Site Plan Review Rev. 10/18 REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Nine (9) copies of sealed site plan drawings with the scale, legend, and author block on 11" by 17" sheet prepared at a scale no less than one inch equals 20 feet & Two (2) copies on 24" by 36" sheet prepared at a scale no less than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights-of-way 3.3 Utility lines/facilities, fire hydrants, septic tanks and drainfelds 3.4 Bridges, culverts and stormwater management facilities 3.5. Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On-site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs (location, number, size and type of signs) 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a % of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 10/18 4/9/2020 TK�-� ( Sf Okeechobee County Property Appraiser Okeechobee County Property Appraiser lbt3cicey L. Bar.di Parcel: & 3-15-37-35-0010-00620-0110 » Owner & Property Info Result: 1 of 1 — MITCHELL G HANCOCK INC Owner 203 SW 4TH ST �OKEECHOBEE, FL 349744334 Site NW 7TH ST, OKEECHOBEE CITY OF OKEECHOBEE (PLAT BOOK 1 PAGE 10 & Description ` i PLAT BOOK 5 PAGE 5) LOTS 11 TO 20 INC BLOCK 62 Area _ 1.596 AC S/T/R 15-37-35 Use Code** VACANT IND(004000) Tax District kc 50 - • _ *The Description above is not to be used as the Legal Description for this parcel in any legal transaction. The Use Code is a Dept. of Revenue code. Please contact Okeechobee County Planning & Development at 863-763-5548 for zoning Info. Property & Assessment Values 2018 Certified Values _ — 2019 Certified Value Mkt Land (2) i $42,237_ Mkt Land (2) $43,176 Ag Land (o) $0 Ag Land (o) $0 Building (o) $0 Building (o) i $0 _XFOB (o) $0 XFOB (o) $0 Just $42,237 Just $43,176 Class --- $0 Class $0 Appraised $42,237 Appraised I $43,176 SOH Cap [?j $0 SOH Cap [?j $0 Assessed $42,237 Assessed (� $43,176 Exempt $0 Exempt j $0 county:$36,984 county.$40,682 Total city:$36,984 Total city:$40,682 i Taxable other:$36,984 Taxable other:$40,682 school:$42,237 school:$43,176 Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. 2019 Certified Values updated: 4/2/2020 Aerial Viewer Pictometery Google Maps 2019 2018 2017 2015 2014 Sales f ' Idt Sales History Sale Date Sale Price Book/Pa a Deed VII Quality ty (Codes) RCode 12/18/2019 $100,0001 2019012822 WD V Q 01 6/16/2003 $01 505/0452 WD V U — 02 (Multi -Parcel Sale) - show W Building Characteristics Bldg Sketch Bldg Item Bldg Desc* 1 Year BitBase SF Actual SF —.�-- NONE L ------- --------------- Bldg Value _ - --- __ = Extra Features & Out Buildings (codes) Code T Desc ( Year Bit Value Units T-Iiim-sl Condition % Good NONE Land Breakdown --' Land Code — Desc – ' _Units Adjustments Eff Rate Land Value 0611D1 RR VICINIT (MKT) 28,400.000 SF - (0.651 AC) 1.00/1.00 1.00/1.00 $1 $_26,128 0611D1 RR VICINIT (MKT) 41,180.000 SF - (0.945 AC) 0.45/1.00 1.00/1.00 Y $0 $17,048 — Parcel ID Number: 3-15-37-35-0010-00620-0110 Prepared by and return to: SUSIE BURK Okee-Tantic Title Company, inc. 105 NW 6th Street Okeechobee, Florida 34972 FiLE NO. 37430 Warranty Deed This Indenture, Executed this December 13, 2019 A.D. Between JAMES SWEAT, JR., A MARRIED MAN, Official Records File#2019012822 Page(s):3 Sharon Robertson Clef of the Circuit Court & Comptroller Okeechobee. FL Recorded 12/19/2019 3:32 PM Fees: RECORDING $27.00 D DOCTAX PD $700.00 whose address is PO BOX 1903, Okeechobee, Florida 34973, hereinafter called the grantor, to MITCHELL G. HANCOCK INC, A FLORIDA CORPORATION, whose post office address is: 203 SW 4TH STREET, Okeechobee, Florida 34974, 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 corporations) Witnesseth, that the grantor, for and in consideration of the sum of 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, viz: Legal Description as Exhibit "A" Parcel ID Number: 3-15-37-35-0010-00620-0110 Said property is not the homestead of the Grantor(s) under the laws and Constitution of the State of Florida in that neither Grantor(s) nor any member of the household of Grantor(s) reside thereon. Subject to covenants, restrictions, easements of record and taxes for the current year. 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 ftilly 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, 2019. 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: ., (�t.�� (Seal) l� .C•c G' O C%' M I S SWEAT, JR. Address: PO BOX 1903 Okeechobee Florida 34973 Witness Printed Name �I � 1111 k / Witness Printed Name w-I�a2EtN&C —'tea ..,_...,, ... State of Florida County of Okeechobee The foregoing instrument was acknowledged before me this December 13, 2019, by JAMES S , JR. A-?v'IARRIED MAN, who produced a drivers license as identification. f - Print ublrName. :Yly Commission Expires STEPHEN E. BURY - full COMMISSION # GI 53902 021 E`CPIpES. December 10. Exhibit "A" LOTS 11 THROUGH 20, BLOCK 62, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT BEING RECORDED IN PLAT BOOK 1, PAGE 10, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, AND ORIGINAL PLAT BEING RE-RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (ss/ File Number: 37430 Legal Description with Non Homestead Closet's Choicc TO 5/6" Lt a CAP LD. ILLEGIBLE tt. CORNER. BLOCK 62 i/ / I / a , MEMM SWW (PLAT) (V RM — Na? OPEN FD S/6• Lt ! CAP LD. ILLEGIBLE N -war Ell 1"M NO.S R 4 0.17E OF RICE CORER ISO' N 1S50Y6• E Y TO 5/8. Lt at CAP .Sill UEGt E HIT OF TRUE tde0t I F I Y 11 —N 69S01T E Y IL251_V 1125' R— a/ I / a 12 A/ c/ N 6950'OY E Y 11255 Y 1125 R / N 69'1'58• E t142—!LV 1425 R B OYIIBL O IET 1/5. LIL IN CAP SER BEB TE I ■IIY R I� I 15101 a / m d / 13 t LIE. BLOCK 62 NE"'21E Y11255Y 425R ---- S: I } i yy / N 69'1'58• E t142—!LV 1425 R B OYIIBL O IET 1/5. LIL IN CAP SER BEB TE I ■IIY R OESOIRON BOIRARY (TYPICAL) I I I f r• I r, r II II I TI ISI u I I BOO 6TBI0■M0 SET 1/5. LL a Cw 1 r<< summ 1w SURI PP ON, !t2 0' - 5 O ' I4 'P 14 — — — — — —N aTl9'l9n t4257' Y 1425 8 t I 15101 a d t LIE. BLOCK 62 NE"'21E Y11255Y 425R ---- S: I } yy I I 16 s a q OESOIRON BOIRARY (TYPICAL) I I I f r• I r, r II II I TI ISI u I I BOO 6TBI0■M0 SET 1/5. LL a Cw 1 r<< summ 1w SURI PP ON, !t2 0' - 5 O ' I4 'P 14 — — — — — —N aTl9'l9n t4257' Y 1425 8 t — — — — — — —N 6Yl9'20• E t 14260 Y 1425 8 M 6Y49YI' E Y 1261' Y 125 R I 19 Y a M ff SBL ' E Y 4262' Y I!25' R ------------------- 2 g a s N 5/8• Lt ! CAP TE STAIBED 18 6T9• ST 5/8• It ! W SE St CDMEN, BLOCK 62 .j STAINED 5.8 6]19' ,L Ii0' 3 a■4WWBN 16215V WXR 8 4 Sam 6X M11—'� 7dADR ¢ < s°s° Sam (lock) (10") 1 7M SIMT (FIELD) HATE AVENUE MO (Tao' RM i S 60461r t M 1426Y M 42.s' --� TO S/I• Lt MD L0. SE. COMM BLOCK 62 20 0 20 SCALE 1' 20' ABOFEMATKNS LEGEW 0. . PUL • a1.rt A ■ rDAR ND[L[ HdAXRr • • rNalllm 4IDOr O YI taRR 11PUAgl LL RR zM® O• rauR Nur a RNr W . ttO®A H=Awm y4. zaH o w. sr I/r NPP 4 ar a Na X • PPHN to • FRAR PTr11r1000¢ HANAdr cn • aIRI[[ DAe • rNAR mr11oHI wa aI NSI. mCR[ a11Ii IN • tlLCwC KO O Yr 1vII11tn 1018 Ian 5.1 . ioi/ • roAR Aa a Dar • s• LVL Ap Dg LL » 6 . KXRR= IMYt11 PRo WE uaa : i ms oNx� -P- oo..o rao uo au . aroa KamN111a - - 1OQ I.nc . Ian t mlt1t1p1 >< ONwn PAl • PLa . AIIR m1YRAHp wY r1lS 1A . RIO RIMIM .wQI SIMCT PROPERTY APPEARS TO BE N FLOOD ZONE •UF AS DEPICTED ON FLOOD NSIRANCE RATE YAP (E.Ltt) COMINTY PANEL NO. 120175-0415 C. EFFECTIVE DATE. AAY 14 2015. BEARINGS ARE BASED ON M STATE PLANE COORDINATE SYSTEM. FLORIDA EAST ZONE. NAD t3-(IOII)-(EPOCH 2OIO.00DO). MIN M VEST OE OF BLOC( 62 HAVING A OW SEARING OF N 0045'56' E DESCRIP qt. LO7511 THROUGH 20. BLOCK 62 OMEECNHDffC ACCORDING TO M PIAT THEREOF RECORDED IN PLAT BOCK 2 PAGE 17, PUBLIC RECORDS CE ST. LUCE COUNTY. FLORIDA A COPY OF SAID PAT BEING RECORDED N PUT BOOR I, PAC la PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLOIM AND 060NAL PLAT BMG RE-RECOINDED N PAT BOOK 5 PAGE S. PUBLIC RECORDS OF OEECHOBEE COUNTY. FLOmA CERTINCARONS STEVEN L DOBBS fNOFQAMG. L.C. SINIEYKRS NOTES 1. DRESS OTHER/SE NOTED TELE ARE NO WSW WROHELENIS OTHER MAN M SUBSTANTIAL VISIBLE NPROt1ENTS SOW 2. THIS SLIMY DOES NOT MANE ARSE REPRESENTATION AS TO WRONG OR QKEGPEMT RESTRICTIONS OI SUB[CT PARCEL 3. TRS 91RWY WAS PERFOTIED FON M PURPOSE 91M HEREON AND DCS NOT NAME My REPRESENTATIONM RESENTATION AS TODEUNUTOF ON ANY JURISDICTIONAL LINES EXCEPT AS 900 OR NOTED HEREON 4. ALL DISTANCES 9100 HEREON ARE N FEET AND DECNALS THEREOF. S ONER9RP O ANY FENCE SWORN HEREON 6 IRROpN 6. 7116 9IREEY 5 SRBECT TO ANY FACTS THAT MAY BE REIEALED BY A FOL AM AMMAE TRE REPORT. 7. M 9RVEY 5 COREED TO M LAST DATE OF FIELD ROOK. NOT M DATE OF SIGNATURE a MOFAdOID ROROVEMMYS FO NDADONS AND/Olt URITES E ANY, DERE NOT LOCATED AS PART OF IM 9RWY. 9. ADDITIONS OR DELETIONS TO THIS 9RSEY NAR BY OTHER THAN M S MM PARTY 5 PRO 87ED tDIOUT t1T1EN CONSENT OF M 901116 PARTY. 10. NO DKROAOVEN75 BENE FOUND. AW4 OR BELOW GROUND. UNLESS INDICATED HEED. 11. ELEVAT06 SMO■H HEREON ARE BASED ON M NORTH AMERICAN VERTIM OATr OF 1966 (NAY.D. 8B)L 15101 a d NE"'21E Y11255Y 425R ---- in 16 s I N 69V930• E M 4251 M 1!15_R a I I 17 's — — — — — — —N 6Yl9'20• E t 14260 Y 1425 8 M 6Y49YI' E Y 1261' Y 125 R I 19 Y a M ff SBL ' E Y 4262' Y I!25' R ------------------- 2 g a s N 5/8• Lt ! CAP TE STAIBED 18 6T9• ST 5/8• It ! W SE St CDMEN, BLOCK 62 .j STAINED 5.8 6]19' ,L Ii0' 3 a■4WWBN 16215V WXR 8 4 Sam 6X M11—'� 7dADR ¢ < s°s° Sam (lock) (10") 1 7M SIMT (FIELD) HATE AVENUE MO (Tao' RM i S 60461r t M 1426Y M 42.s' --� TO S/I• Lt MD L0. SE. COMM BLOCK 62 20 0 20 SCALE 1' 20' ABOFEMATKNS LEGEW 0. . PUL • a1.rt A ■ rDAR ND[L[ HdAXRr • • rNalllm 4IDOr O YI taRR 11PUAgl LL RR zM® O• rauR Nur a RNr W . ttO®A H=Awm y4. zaH o w. sr I/r NPP 4 ar a Na X • PPHN to • FRAR PTr11r1000¢ HANAdr cn • aIRI[[ DAe • rNAR mr11oHI wa aI NSI. mCR[ a11Ii IN • tlLCwC KO O Yr 1vII11tn 1018 Ian 5.1 . ioi/ • roAR Aa a Dar • s• LVL Ap Dg LL » 6 . KXRR= IMYt11 PRo WE uaa : i ms oNx� -P- oo..o rao uo au . aroa KamN111a - - 1OQ I.nc . Ian t mlt1t1p1 >< ONwn PAl • PLa . AIIR m1YRAHp wY r1lS 1A . RIO RIMIM .wQI SIMCT PROPERTY APPEARS TO BE N FLOOD ZONE •UF AS DEPICTED ON FLOOD NSIRANCE RATE YAP (E.Ltt) COMINTY PANEL NO. 120175-0415 C. EFFECTIVE DATE. AAY 14 2015. BEARINGS ARE BASED ON M STATE PLANE COORDINATE SYSTEM. FLORIDA EAST ZONE. NAD t3-(IOII)-(EPOCH 2OIO.00DO). MIN M VEST OE OF BLOC( 62 HAVING A OW SEARING OF N 0045'56' E DESCRIP qt. LO7511 THROUGH 20. BLOCK 62 OMEECNHDffC ACCORDING TO M PIAT THEREOF RECORDED IN PLAT BOCK 2 PAGE 17, PUBLIC RECORDS CE ST. LUCE COUNTY. FLORIDA A COPY OF SAID PAT BEING RECORDED N PUT BOOR I, PAC la PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLOIM AND 060NAL PLAT BMG RE-RECOINDED N PAT BOOK 5 PAGE S. PUBLIC RECORDS OF OEECHOBEE COUNTY. FLOmA CERTINCARONS STEVEN L DOBBS fNOFQAMG. L.C. SINIEYKRS NOTES 1. DRESS OTHER/SE NOTED TELE ARE NO WSW WROHELENIS OTHER MAN M SUBSTANTIAL VISIBLE NPROt1ENTS SOW 2. THIS SLIMY DOES NOT MANE ARSE REPRESENTATION AS TO WRONG OR QKEGPEMT RESTRICTIONS OI SUB[CT PARCEL 3. TRS 91RWY WAS PERFOTIED FON M PURPOSE 91M HEREON AND DCS NOT NAME My REPRESENTATIONM RESENTATION AS TODEUNUTOF ON ANY JURISDICTIONAL LINES EXCEPT AS 900 OR NOTED HEREON 4. ALL DISTANCES 9100 HEREON ARE N FEET AND DECNALS THEREOF. S ONER9RP O ANY FENCE SWORN HEREON 6 IRROpN 6. 7116 9IREEY 5 SRBECT TO ANY FACTS THAT MAY BE REIEALED BY A FOL AM AMMAE TRE REPORT. 7. M 9RVEY 5 COREED TO M LAST DATE OF FIELD ROOK. NOT M DATE OF SIGNATURE a MOFAdOID ROROVEMMYS FO NDADONS AND/Olt URITES E ANY, DERE NOT LOCATED AS PART OF IM 9RWY. 9. ADDITIONS OR DELETIONS TO THIS 9RSEY NAR BY OTHER THAN M S MM PARTY 5 PRO 87ED tDIOUT t1T1EN CONSENT OF M 901116 PARTY. 10. NO DKROAOVEN75 BENE FOUND. AW4 OR BELOW GROUND. UNLESS INDICATED HEED. 11. ELEVAT06 SMO■H HEREON ARE BASED ON M NORTH AMERICAN VERTIM OATr OF 1966 (NAY.D. 8B)L DESIGN PARAMETERS: BASIC WAND SPEED: EYP05M CATAGORY: M 150 MFM (3-5ECOND GUST) - 116 MRI ffA5TE5T MILE) ❑ C ❑ 140 MFM (3 -SECOND GUST) .106 MPH IFA5TE5T MLE1 ®B 130 '15K CATEGORY: WINDBOME DEM5 REGION: ❑ CATEGORY ❑ CATEGORY III ❑ NO ® CATEGORY II ❑ CATEGORY N ® Yt5 ❑YES. NOT REQUIRED IExC_t.'- . 5u LaNG OCO)PANCY CIA551ITCADON. ® IMFACT M%TANT GLAZING ❑ GROUP A - A55EMBLY ❑ GROUP M - MAZVD065 ❑ NAPACT RMIANT COVERING ® GROUP S - W5W55fi ❑ WZLP I - IN511TJTIOILAL ❑ COMBINATION OF W,1PACT KE515TM R COVERING ❑ GRgD -DAY CARE CENTER❑ GROUP M - MERCANTILEGLAZING ❑ GkCUP E - EDUCATIONAL ❑ GKCLP R - RESIDENTIAL INTOWN. PRESSURE COEFFIOtNT5: ❑ GROUP F . FACTORY INDU5TRUL ❑ GFOUP 5 STORAGE ❑ 0.00 (OPEN) ® 10.1 a..0.16 O CLO5ED) 51 LUNG CONSTRUCTION TYPE: ❑ TYpt l ❑ TYPE IV ❑ TYPE 11 M TYPE V ❑ TYPE III PLUMBING NOTES: 1. FIUMERNG 150METRIC TO BE PROVIDED BY ftUMNG CONTACTOR. �— FRI, 42* TOILETP HOLDERAPER , l TOILET ELEV. SCALE: N.T.5. WATER CLOSET HANDY TO BE OPPO51R OF WALL TOILET ELEV. 5CALE: N.T.5. 9 KNEE CLEARANCE CLEARANCE -y MN. DEPTH LAVATORY ELEV. SCALE: N T.S. GENERAL NOTES: 1. All mn:anor a sftiw adl> -*A caum—„e w,e,I afheob —w —. waft. The =VWAo sMI rWM all doaeparlae5 bd—, the *w” M ems" =,ft , Lo the dee pray to ca^n'em'9 wart 2. All det.15 and,oct,on, d,wn an the &—,v n rdeMW to be tw'A aM'hal be —,hued to "I* to "Y AW sh,abon dxwhere , the waft —V t whore a "—t ddLW , 91- 3. The Wructae a desq,d to be .9 s5'Pabn9 —, anbk dW the hWd". c -0d,. N Is the rallnGOls xk"*."bhty Wadi—e"e proad—and xq,— to M,We adety .1 ft bAby WNb i—e— R, duT9 erection. Nv Adds, the sddA of necexary M-4, -jlw g ta,—Y. a<r18. 9 f Ir W d- 4. AA-ntnKLrn —A be a,tx cd— .0 the 2017 (6 th e&-) d U, (FBC) Ronan hdd,y code. xd on 1609 and A athc appic.0, —W—b and cedes. &Adr r der I bored upon A5CE 7-101a 150 MPH wu, and ap0c ble 9-ty dead and Ewa k.A. S. See geatech report by GFA Int- i -W la e" Me -Wt— NO" Ma been desWA for A-.&, ,d b -M prexure d 3000 FSR. 6. Do net sale N»><Ig, fa t xtaN v —t.. 7. M ekctrral re meet .,,,A dwt-1 IN M 2014) COX a. Al n,chrwl to mxt w—t el .W ( FBI 2017) -d, 9. N pAmbng to meet w+at pkawry : IOC 2017) rade. b FRI UNISEX MEN -KC. TOILET RM SIGNAGE TOILET STALL NEW CONTRUCTION SCALE: N.T.5. 2s C GCA STEW 9159wM. Svstem No. W -L,5192 F Raring -2 Hr T R—g-31414 1 FIRR SIOPSYSTFN EIRE STOP SYSTEM Nanl T2s ny bd Ycq3 pl,III Ili IBI `JOe Ix LIR RAIR 156 t9`z. Mu'➢,b lYr a�i,�matln nH�de,Mw SECTION A -A N sated d,we.Y /nw, IpMnKN,r 12 n�DOr�N�a4 SATS 11wA.IPJa�Mn ba4hnbd/ hmd:M blurs�Jnw+.n°'�,w Nntl,m+d It iv L. .Iro u. ope.y.., /rmW,d Ig.III. Vo. a Gry A4b,!' SrJ,a �Mn llL n fl S mmyy uNime d N W,s,prk/ MN, be,x,b.4en Mn bdA a,soe d [Y r. 11mWC0 alC �11RUYap Ae,,r, iRpagar VexxsR Avlr alye�91 Ton)tle IAO Y .1Y', FIRE RATED PENETRATION DETAIL 5CALE: N.T.5 FIXTURE LEGEND LAV LAVATORY W.C. WATER CL05ET D f DRINUNG FOUNTAIN ( HIGH 4 LOW) WALL LEGEND 0 M.FAB METAL BUG. @ I G-9 A.F.F. 2'R 4' WOOD WALL @ I G' O.C. TYP. 27 4' WOOD WALL @ 16' O.C. TYP.WI R.13 IN5ULATION 1 PROVIDE 1/2' DRYWALL ONE 51DE 27( 4' WD. WALL ®® 16.O.C. — PROVIDE (I 1 LA TFR 518' TYPE x ,RP5UM BOARD ON EACH 51DE ( I W, RATED WALL) •2canrnawnr �fL.. 121M•QiMYYj Tr ELECTRICAL WATER COOLER HI / LO SCALE: N.T.5 SQUARE FOOTAGE OFFLCFMAT MOOM AREA = 1,594 SgFt SHOP AREA= 2.074 SgFt COVERED AREA= 1,080 SgFt TOTAL- AREA = 4,748 SgFt b a 70 • 400 T-0 54 Cr FLOOR PLAN_ 5CALE 3; -O 1 HEREBY CERTIFY THAT THE BUILDING DEPICTED IN THIS SET OF DRAWINGS WILL, WITHSTAND WINDSTORM PRLSSURFS OF UP TO 130 MPH AS DEFINED IN THE (FBC) FLORIDA BURDING CODE, 2017 (h TH EDITION) SECTION 1609. PROVIDED THAT IT IS BUILT IN STRICT ACCORDANCE WITH THESE PLANS. H.L. BENNEfT, FLORIDA P.6 NO. 32534 DATE: ..l Y eYR I LENT: SID FNGMEERING JOB NO. 2OW FUR NO. SLD ENOMEERING SHOP BUBDING SIffiET NO. I OF 2 Construction Plans FOR Mitchell Hancock Construction Proposed New Construction Lying In Sec. 16, Township 37 South, Range 35 East City of Okeechobee, Florida SURVEYOR'S NOTES 1. UNLESS OTHERWISE NOTED THERE ARE NO VISIBLE WROVEMENTS OTHER THAN THE SUBSTANTIAL VISIBLE IMPROVEMENTS SHOWN. 2. THIS SURVEY DOES NOT MAKE ANY REPRESENTATION AS TO ZONING OR DEVELOPMENT RESTRICTIONS ON SUBJECT PARCEL 3. THIS SURVEY WAS PERFORMED FOR THE PURPOSE SHORN HEREON AND DOES NOT MAKE ANY REPRESENTATION AS TO THE DELINEATION OF ANY JURISDICTIONAL LINKS EXCEPT AS SRO" OR NOTED HEREON. 4. All. DISTANCES SHOWN HEREON ARE IN FEET AND DECHLAIS THEREOF. 5. OWNERSHIP OF ANY FENCE SHOWN HEREON 1S UNKNOWN. 8. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY HE REVEALRD BY A FULL AND ACCURATE TITLE REPORT. 7.THE SURVEY IS CERTIFIED TO THE LAST DATE OF FIELD WOTH RK, NOT E DATE OF SIGNATURE. 8. UNDERGROUND IMPROVEMENTS, FOUNDATIONS, AND/OR UTILITIES, IF ANY, HERE NOT LOCATED AS PART OF THIS SURVEY. 9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. 10. NO ENCROACHMENTS HERE FOUND, ABOVE OR BELOW GROUND, UNLESS INDICATED HEREON. 11. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH 11macZ14PRIR6R31L 1143IDDD BONE 'X' AS DEPICTED ON FLOOD INSURANCE RATEMAP (F.I.R.M.) COMMUNITY PANEL NO. 120178-0415 C. EFFECTIVE DATE, JULY 18, 2015. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE. NAD B3 -(2011) -(EPOCH 2010.0000), WITH THE WEST LINE OF BLOCK 62 RAVING A GRID BEARING OF N 00'45'56 E. DESCRIPTION: LOTS 11 THROUGH 20, BIOCK B2, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A COPY OF SAID PLAT BEING RECORDED IN PLAT BOOK 1, PAGE 10, PUBLIC RECORDS OF OXEECHOBEE COUNTY, FLORIDA, AND ORIGINAL PIAT BEING RE-RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. CERTIFICATIONS: STEVEN L DOBBS ENGINEERING, ILC. HT n H. L. BENNETT & ASSOCIATES, INC. j,j� 241 YSOWS AVENUE - P.O. DRAWER 2137 LAMM, FLORIDA 33975 PH (883) 675-8682 Steven L. Dobbs Engineering, LLC Consulting Engineers 9062,lakes Way - Okeechobee, FL 34974 CE Phone: (863) 824-7644 FLORIW CERTIFICATE OF AUTHORVATION N•. 00019206 SITE y LOCATION MAP SCALE. N T.S. VILINI I Y MHN SCALE N.T.S. j %$ 111111 / INDEX OF SHEETS 01 of 08 TITLE SHEET 02 of 08 EXISTING CONDITIONS PLAN 03 of 08 HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN 04 of 08 PAVING, GRADING & DRAINAGE PLAN 05 of 08 UTILITY PLAN 06 of 08 UTILITY DETAILS 07 of 08 GENERAL DETAILS 08 of 08 GENERAL NOTES & SPECIFICATIONS `1 CT I V� J ' °j��' C •E •� '* NO 4S134 '/L,9Ateve6L,66 s APR 0 6 2020 48134 SLD Engineering CALL 48 HOURS BEFORE 'JU DIG IN FLORIDA. IT'S THE LAW ENGINEERS PROJECT No. 2019-042 MITCHELL HANCOCK CONSTRUCTION v z w 0O 'f i I H g F a o ¢f nmol - ELI w E � e t 2 g 1— Z [1 b v 'f ALT al a m = F a p13 I H nmol - ELI w E COMMUNITY PANEL NO. 120178-0415 C, EFFECTIVE DATE, (n JULY 18, 2015. 2 g 1— Z g w FLORIDAEAST ZONE, SYSTEM, NAD 83-(2011)-(KPOCH 8. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE 2010.0000), WITH THE WEST LINE OF BLACK 62 HAVING A REVEALED BY A FULL AND ACCURATE TITLE REPORT. GEED BEARING OF N (10'45'58' E. 7. THE SURVEY IS CERTIFIED TO THE LAST DATE OF FIELD DESCRIPTION: O LOTS 11 THROUGH 20, BLOCK 82, OKEECHOBEE, ACCORDING I TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, I snr FENCE PROPOSED (rrP) b� Sq ALT EXISTING TREE TO BE REMOVED o � � � z s S M `1pt s N3dO -LON - (M/21 w OL ltl�� 133N1S 310NIV43S a -(OI- 31J) 3nN3AV H19 •M'N s N ,061 N ,ZZ'061 R M ,L I L00 N 113-nV ,S L PROPOSED E N ,O6h N ,LL -06h R 3 -L l,IL00SILT FNCE (TYP) _S _ •_ SURVEYOR'S NOTES,; 1. UNLESS OTHERWISE NOTED THERE ARE NO VISIBLE �' ? IMPROVEMENTS OTHER THAN THE SUBSTANTIAL. VISIBLE m = IEDROVEI(ENTS SHOWN. o AS TO THE DELINEATION OF ANY JURISDICTIONAL LINES Waw 2. THIS SURVEY DOES NOT MAKE ANY REPRESENTATION AS " G TO ZONING OR DEVELOPMENT RESTRICTIONS ON SUBJECT PARCEL 3. THIS SURVEY WAS PERFORMED FOR THE PURPOSE SHOWN HEREON AND DOES NOT MAEE ANY REPRESENTATION AS TO THE DELINEATION OF ANY JURISDICTIONAL LINES SUBJECT PROPERTY APPEARS TO BE IN FLOOD ZONE 'X' AS EXCEPT AS SHORN OR NOTED HEREON. DEPICTED ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 120178-0415 C, EFFECTIVE DATE, 4. ALL DISTANCES SHOWN HEREON ARE IN FEET AND JULY 18, 2015. DECIMALS THEREOF. g BEARINGS ARE BASED ON THE STATE PLANE COORDINATE 5. OWNERSHIP OF ANY FENCE SHOWN HEREON IS UNKNOWN. FLORIDAEAST ZONE, SYSTEM, NAD 83-(2011)-(KPOCH 8. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE 2010.0000), WITH THE WEST LINE OF BLACK 62 HAVING A REVEALED BY A FULL AND ACCURATE TITLE REPORT. GEED BEARING OF N (10'45'58' E. 7. THE SURVEY IS CERTIFIED TO THE LAST DATE OF FIELD DESCRIPTION: WORNOT THE DATE OF SIGNATURE. E, LOTS 11 THROUGH 20, BLOCK 82, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, B. UNDERGROUND IMPROVEI[ENTS, FOUNDATIONS, AND/OR PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A COPY OF UTILITIES, IF ANY, WERE NOT IACITED AS PART OP THIS SAID PLT BEING RECORDED IN PLT BOOK 1. PAGE 10, SURVEY PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, AND ORIGINAL PLAT BEING RE-RECORDED IN PLAT BOOK 5, PAGE 9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY 5, PUBLIC RECORDS OF OEEECHOBBE COUNTY, FLORIDA. OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY CERTIFICATIONS: I-: STEVEN L DOBBS ENGINEERING, LLC. 10. NO ENCROACHMENTS WERE FOUND, ABOVE OR BELOW Steven L. Dobbs GROUND, UNLESS INDICATED HEMN. 11. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH Engineering, LLC AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88). 1062 JAKES WAY HLBH. L. BENNETT & ASSOCIATES, INC. 20' Okeechobee, Phone: (863) 822 4 241 YEOMANS AVENUE - P.O. DRAWER 2137 SCALE: 1"= 4--7676 44 FABELLE, FLORIDA 33975 PH (883) 875-8882 0 10 ao iNol DATE BY °w %%%t4111111111111�°� CO -BEFORE MDURS BEFORE MITCHELL HANCOCK CONSTRUCTION PROPOSED NEW CONSTRUCTION ; LOCATED IN CITY OF OKEECHOBEE, FLORIDA Existing Conditions Plan 1o8ND.:s2019-042 KIT 02 OF 08 i I I I •,f% g 2� Gnu 4 rGl o EXISTING TRE E TO BE REMOVED (TMP.) n f • H i J @• W D Z yf� fx t 4 y i o w •` . f F f� I w $f`o �f• LL, 2' V) 4 q � gmm w� F I „f• fk 14 ADS i ~ SLK •Of i "- � p--dw — -- yw 'w ,''o-1 °f ff• `w 1. f• la `w I �4 — aoBnnn�`�5�� F f• a p C• f 'f `f � t tl�o +, r -BEFORE MDURS BEFORE MITCHELL HANCOCK CONSTRUCTION PROPOSED NEW CONSTRUCTION ; LOCATED IN CITY OF OKEECHOBEE, FLORIDA Existing Conditions Plan 1o8ND.:s2019-042 KIT 02 OF 08 N3dO ION — (M/a ,OL 1V1� 133N.LS 3l0NIN3S (01313) 3nN3AV HA 'M'N Pfoj c Name'. m,, h I G. HB Owner Name'. Mit 11 G. Ha Ownm AM— 203 SW 41h Si Owner Phone: 863467.1347 Enpneer Name Steven L. Doo Erpineer Adtlrass. 1062 Jakes WT...-, . Erg.—Phone 863-824-7644 ArUitect Name. WA Arrlulecl AM— A ncNitectPt ne- Planner Name. N/A PlannerAdd— Planner Phone Surmy r Name. HL B- -Surveyor Mores: 241 Yeonuns Avenue LaBelle. FL 33935 Sary Plane 863675A882 Future Lanrl Ose. IMl-1-1 2orang' IrMUSIneI EAn Lot WbM N/A R Prep I bt wom 142 5 R Mtn Lot Srs WA sE P'op bt size 1 6 A— ••. �� Pmvxba 52 < Ren Rep 2( Pr q 288.8 Perking. SF Spaces In4Us6W1 Off- 1,400.00 511.1:. Wa'f_ 2.22700 21,'' Req,*ee Parkkg ) 4- ----------------------------------- WALE --------------------- pe-.. HlmW ppe4 Parkxg 1 space per every 15 spaces rani 1 Repree He Jr peo Parking i HtWcappeo Panxlnp P-' 1 Tq ] Perking Rrguimo ) Penang Prenoap ) Coverage Revoenual Allcwao 50% Proposa0 11% n OA i, i Prote t S_ 1.6 Aaes SF Imparvaus l ea Al—W Impery Area 85% ' Tobl Dwelkrg Unus 0 Puyxr TSR 74in Steven L. Dobbs APR Q b 2020 Engineering, LLC 1062JAKE5 WAY _ Okeechobee,FI34974 „ 48134 SCALE: 1"= 20' Phone: (863) 824-7644 \?tD Engineering Txokpwnox xe. oao:aloc No. DATE BY REVISIONS LEGEND aPRopOSEDASPHALT PROPOSEDSHELLROCK PROPOSED CONCRETE NOTE: UNLESS OTHERWISE NOTED THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY DE -WATERING OF STRUCTURES, SEWER LINE, DRAINAGE PIPE AND WATER LINES. [x L WBaS. P [ L4LL eE W m9Un LIABIIm' 70 STEVEN L OOB85 fNGIxFEain::.-- RSBEECRE MITCHELL HANCOCK CONSTRUCTION ° 49HOU PROPOSED NEW CONSTRUCTION` ; LOCATED IN CITY OF OKEECHOBEE, FLORIDA Horizontal Control, 08 No SH ET 042 Striping & Signage Plan o3 OF OR � i 3 -------------------WALE--------------------- • Y�� 289.82' I BiMFI EP BERMMIN. L. N3dO ION — (M/a ,OL 1V1� 133N.LS 3l0NIN3S (01313) 3nN3AV HA 'M'N Pfoj c Name'. m,, h I G. HB Owner Name'. Mit 11 G. Ha Ownm AM— 203 SW 41h Si Owner Phone: 863467.1347 Enpneer Name Steven L. Doo Erpineer Adtlrass. 1062 Jakes WT...-, . Erg.—Phone 863-824-7644 ArUitect Name. WA Arrlulecl AM— A ncNitectPt ne- Planner Name. N/A PlannerAdd— Planner Phone Surmy r Name. HL B- -Surveyor Mores: 241 Yeonuns Avenue LaBelle. FL 33935 Sary Plane 863675A882 Future Lanrl Ose. IMl-1-1 2orang' IrMUSIneI EAn Lot WbM N/A R Prep I bt wom 142 5 R Mtn Lot Srs WA sE P'op bt size 1 6 A— ••. �� Pmvxba 52 < Ren Rep 2( Pr q 288.8 Perking. SF Spaces In4Us6W1 Off- 1,400.00 511.1:. Wa'f_ 2.22700 21,'' Req,*ee Parkkg ) 4- ----------------------------------- WALE --------------------- pe-.. HlmW ppe4 Parkxg 1 space per every 15 spaces rani 1 Repree He Jr peo Parking i HtWcappeo Panxlnp P-' 1 Tq ] Perking Rrguimo ) Penang Prenoap ) Coverage Revoenual Allcwao 50% Proposa0 11% n OA i, i Prote t S_ 1.6 Aaes SF Imparvaus l ea Al—W Impery Area 85% ' Tobl Dwelkrg Unus 0 Puyxr TSR 74in Steven L. Dobbs APR Q b 2020 Engineering, LLC 1062JAKE5 WAY _ Okeechobee,FI34974 „ 48134 SCALE: 1"= 20' Phone: (863) 824-7644 \?tD Engineering Txokpwnox xe. oao:aloc No. DATE BY REVISIONS LEGEND aPRopOSEDASPHALT PROPOSEDSHELLROCK PROPOSED CONCRETE NOTE: UNLESS OTHERWISE NOTED THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY DE -WATERING OF STRUCTURES, SEWER LINE, DRAINAGE PIPE AND WATER LINES. [x L WBaS. P [ L4LL eE W m9Un LIABIIm' 70 STEVEN L OOB85 fNGIxFEain::.-- RSBEECRE MITCHELL HANCOCK CONSTRUCTION ° 49HOU PROPOSED NEW CONSTRUCTION` ; LOCATED IN CITY OF OKEECHOBEE, FLORIDA Horizontal Control, 08 No SH ET 042 Striping & Signage Plan o3 OF OR 0- I O R i II Z • • i� b I r 0 s� �311V .S L PROPOSED v a = (TYPI E% 4. F f - F (METER BERM MIN. EL. ZANE"PERIMETER BEPM MIN E1=39] p �9] PFR _______-___- O a / 1 PROPOSED l • i••� W I CONTROL LEI% CONSTRUCT PERIMETER I I STRUCTURE CSS t `lI J TAIL) t N 1 y BERM B SWA1E PER I 1 (SEE DEll d° SECTION A -A OYP)--------- mn - 1 _-----------------------------------Lu I �'^ * M i PROPOSED ; �• Q w I I RL . I 42 I.F. 18" CMP �r I .I I N. INV .EL- 22.50 1 r °+ j W S... EL=22.50 J I O I 'I PROPOSED PROPOSED PROPOSED I 1111 Ia_ I UILDING "B" BUILDING "B" BUILDING "A" I 1,080 SF 2,227 SF 1,400 SF PROPOSED (COVERED MIN. I "� I M ,I FfE=30.50 I PROPOSED SILT FENCE DYP) I L 0 '__•" M J it AREA) DRY DETENTION W I mI AREA B v A i A I ______ OnOM EL•2Bs I �I ; F1 SR01`ONt _ t W I PROPOSED I � i i PROPOSED I PROPOSED 1 1 42 LF. IB" CMP 52 LF. 18• CMP 36 LF. 18" CMP L I CONSTRUCT PERIMETER �� 1 N. INV.EL• 27.00 BERM B SWALE PER 4( . if I V. .2,.DO I N. INV.EL= 27.00 I '^91 S. INV. EL= 27.00 S. INV. EL• 27.00 S.INV. FL=27.00 I I I SECTION P -A (TYP) I m • I i o PROPOSED ILF 48"CMP --1-4 ` -_----____TW _-______. 1 W92 NV.EL•22-92 �__________________________________________ / E. f i • REMOVE CRUSHED PERIMEIFP BERM MIN. El=29.5 'I' END OF I2"CMP. p / 1 INSTALL 6 LF, 12- CMP ry 4� S. INV.EL=24.93 4 PROPOSED N. INV. EL- 24.78 PROPOSED ]waLE------ SWALE 36 Lf. 48" CMP ----1 �y ` SIIT FENCE FTYPI-----SWAIE ---- ------ - I ^•� f W. INV.EL=22.90 1 E. INV. EEL22.92 N3d0 ION- (M/b �-- ,,OL 1V1� 13_32 3l LLS ONIW3S , ` °p• (0131.0 3nN3AV H19 'M'N PROPOSED m PROPOSEDJ PROSED 1 44 LF 18" CMP TYPE'E' INPOLET a I 4 rQ P g� W/M.E.S. ON BOTH END5 W/M.E.S. ON BOTH ENDS GRATE EL= 28.50 g A LEGEND N. INV.EL=26.00 N. INV .EL- 26.00 W. INV. EL=22.92 •4• ]. •' o S. INV. EL= 26.01E 5. INV. EL= 26A0 E.INV. EL- 22.92 qo 9 zgg� -y� f • • t ?�°` S. INV. EL -2/.78 mm"' ! £Y E �► �� ✓�, R, PROPOSED ASPHALT iq WE O DPROPOSED SHELL ROCK - S tl • g `44' � PROPOSED CONCRETE 3 w PROPERTY I LINE 3' S' 3' 10' 10 18' 1 2' 3' S' 30' I PROPERTY ERIMETEFISWALE ASPHALT PAVED SWALE ERIMETER SWALE LINE i BERM BERM 3' S' 3' I PROPERTY ERIMETER SILT FENCE AT A� SILT FENCE AT LINE ' BERM PROPERTY LINE MINIMUM ~ PROPERTY LINE MINIMUM SILT FENCE AT EL.= 2915 ' ELI 29.5 MINIM M MATCH EXISTING GRADE @ MATCH MATCH MATCH PROPERTY LINE PROPERTY LINE I E%(STING GRADE 2%y 6 I EXISTING GRADE EL=29.5 DRY DETENTION ------ JI -_----- EXLSIING GRADE_ %y J - MATCH EXLSPROPING ERTY INE I AREA I 3MA% 1L_ 6%MAX SLOPETO I IMA% E 3 MA% ISL 3MAX _fl _—_--- J1 3� BOTTOM EL=28.5 I NATURAL GROUND 1 I ( 3 MAX ' 3 MNl 3 NV3R BOTTOM 3MAx 3MAx BOTTOM I EL= 27.0 BOTTOM - .O EL= 26.0 NOTE: SOD LIMITS OF SECTION NOTE SOD ALL DISTURBED AREAS NOTE: 50D LIMITS OF SECTION SECTION A -A SECTION -0-8 Steven L. Dobbs SECTION C -C N.T.S. K7.(. - N.T.S. � a / THECONCEPISANDOESNNS PRETENSEDNENIN,ASAN INSTRUMENT OF SERNCE, IS IMENDEDONLY FOR ME SNCPK PLI-E IND RIENE FOR I"ICI4TT WASIPRFPA JJEUY Oi AxOIMPAOPFR RE ON ME >gl n bRRATiON axo aDonlox R. REvr CALL b HOURS BEFORE Steven L. Dobbs MITCHELL HANCOCK CONSTRUCTION °UMINFLOPRA STHE— Engineering, LLC = 481 PROPOSED NEW CONSTRUCTION w9i, 1062 JAKES WAY _ f' , 34 LOCATED IN CITY OF OKEECHOBEE, FLORIDA UoT NLESS OTHERWISE NOTED THE CONTRACTOR Okeechobee, FI 34974 'r (VW •. 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COVER( 1 6 -TEE 1- 6" GATE VALVE 1- 6' PLUG IFOR FUTURE CONNECTION) W W W W - W W INSTALL EXISTING 6- C.I. 6"R6" TAPPING WATER MAIN SLEEVE AND 6" TAPPING VALVE AND 1- 6" /` BENNDD EXISTING 6" C.I. / WATER MAIN (/v / r T.'-- 1-ETHB1 Wrt�•.. :. - - ..: �R wRCRrt WAs vRFRAREO-P °FAN•]•!= _ - - ... -, , .. .. � -� ..... CALL QMWRS BEFORE Steven L. Dobbs even o ` MITCHELL HANCOCK CONSTRUCTION '°' DIG IN1.RDA In TEE Aw Engineering, LLC PROPOSED NEW CONSTRUCTION 6�31 1062 JAKES WAY •� LOCATED IN CITY OF OKEECHOBEE, FLORIDA Okeechobee, FI 34974 APR 0 6 202_ SCALE: 1"=30' Phone: (863) 824-7644 IDRND.: 2019-042 p 0 Utility Details 6HEE 15 30' 60• �V1 waioACEannurt of AunroaiunoRm am=e=,,; Na. DATE 0Y REVISIONS OS OF 08 F:\2019-042 Mitchell Hancock New Office\03-DWG\2019-042 HANCOCK OFFICE 2020D406.dm. 4/6/20207:28:37 AM. 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A IRMN CONTROL STRUCTURE CS -1 '-0"WA"" ""` NOTICE: RECOMMENDED MAXIMUM PIPE SIZE: 3'-0' WALL -24' PIPE MDnIE GRAM oq ERSnRG GMOL THE Rxu-OF Au BE wIAPACTED iO H%oF MAx MNNn M APMOwMIFIY FDUALro— D, THE sDq APIAIT3 To-PPE,RENDr TYPE "C" INLET (MODIFIED) 1.ISTEELGRATESARE REQUIREDONINIETS 2.I ALL INLETS WILL BE GST TO PROVIDE A IB" WITH TRAVERSABLE SLOTS ANDONINLETS SUMP BELOW LOWEST CULVERT INVERT NOTICE: 1.J STEEL GRATES ARE REQUIRED ON INLETS 2.J ALL INLETS WILL BE CAST TO PROVIDE A IR °°- 1,NAUMVRF ORMFD ATMrAfM PMIHwH� N.T.S. WHERE BICYCLE TRAFFIC IS ANTICIPATED. ONT U WTRAVERSABLE SLOTS AND ON INLETS SMP BELOW LOWEST CULVERT INVERT WHERE BICYCLE TRAFFIC IS ANTICIPATED. AGExcYHAWNGNNSDrn AT 111 �NDo s El PENSE TYPICAL TRENCH DETAIL PRE -CAST TYPE'C' CATCH BASIN N.T.S. PRE -CAST TYPE 'E' CATCH BASIN BACKFILLING REQUIREMENTS NTS N.T.S. N.T.S. DIMENSIONS & QUANTITIES 1 1-1171 -1OVERLAP xG 14. re.1 vnEm. 2'MIN. VARIES JOINTS WOVEN OR NON-WOT'i '. D'"°ETONDF r1°w x A B c r seyy pxAl u.eNeO Pb r wR1lrtvb wary vb ' AmMin. _- D..e Rro1,=T,_- x Pb. rb �N- FILTER FABRIC 12" 12" TYPE D-3 Min. (SEE INDEX ININC SILT -BARRIER �IFABRIC FENCE) ----� ANC NOit BA LES WITH TWO wR I rDE N,ur .,. .., ..... A. • �T•'" an •,+m.NM. +-b-� A.........-.. .... SECURING DEVICE ELLIPTICAL PIPE SODDED SLOPE I THRO12) UGH THROUGH EACH BAIT EACH -CITING GRADE n VARIES JOINTS �. 12' 12" WOVEN OR NON -W01 t `. FILTER FABRIC Min. Min. FABRIC TO BE BE E 34. TOE OF SLOPE BURIED 6' MIN. win VARIES ISOMETRIC VIEVV SECURING DEVICE BALED HAY SILT -BARRIER FABRIC FENCE SILT -BARRIER ROUND PIPE PIPE SECTIONS PERIMETER EROSION AND SEDIMENT CONTROL tiP NOT. 1`66 ROR6REWINDTOPMWNrAw SEDNR.TPAr6NRTFRDMnK Mort'srtE ONTD ADRSCENrProPFRrr r•„•„•, _ / � �rSECTION� Ia-.. ....0 .�" SEC ION 11W�E,y� 1 / COST OF FILTER FABRIC JACKET TO BE INCLUDEDO COST OF PIPE CULVERTS FOR ALL PIPE TYPES WSTAUATOx D, FOHM aALED Mr MrOR ABR, FFNCf nPF SnTMMIER 154K[PTABIF THE MRRIER MJST AENnuc11 ousfu,T uPUN° oN�MrroaBsw -.—'os vinc si.r (uaa - - AND prsWSE OF TOP VIEW -SINGLE PIPET SIDE DRAIN MITERED END SECTION FILTER FABRIC JACKET NTS SILT FENCE DETAIL SINGLE AND MULTIPLE ROUND CONCRETE PIPE . . NTS NEW PAV'MT. 1- SAW CUT & BASF EXIST. PAVIVT. B" LIMESTONE OR COQUINA BASE COMPACTED TO 9B% 11/2" TYPE SP 9.5 MAX. DENSITY PER AAS LTO ASPHALTIC CONCRETE T-180 METHOD. BASE SHALL MEET lBR 100 EDGE OF PAVEMENT EDGE OF PAVEMENT 36"L6'MI6'MA EXIST. PAV'MT. & LSE 7 12" STA81lIZED 24"WHITE STOP AR VMIN I - = = o HANDIIAPPEDS11,1. VB• ALUMINUM PANFI SCREEN SEN PRENT SYMBOL CMOM SELECTED DRNE 2-RSz18"LONG INTOHANDUMEDSIMBOL PAVING SAW CUT DETAIL SUB -GRADE FBV OF TS PSI COMPARED TO 98% MAX. DENSITY PER AASHTO STOP SIGN LOCATION DETAIL CONCRETE WHEELSTOP SELLOUNTY PARKING courm rARZlxc CODE WHEEL STOP N.T.S. T-180 METHOD. SUB -GRADE SHALL MEET BIER 4' N.T.S. HANDICAP PAVEMENT STRIPING PER FOOT PAVEMENT SECTION INDEX 1)346 6" WHITE STRIPE 20' Overall Stall Length Wheel StopBASE N.7.5. CON. FINISH'M*% SPEai°rcwnous FINBHEDGMDE HANDICAPPEDSYMBOL 8"UMESTONEORCOQUINA BASE COMPACTED TO 98% MAX. DENSITY PER AASHTOT-180METHOD. SHALL MEET LBP 300 Or Face of Curb p a2'OverhangR4 DRIVE 2-RSz18' LONGZ% INTO PAVING CONCRETE FOOTING 6" STRIPES I - s'o• 1Y HANDICAPPED PARKING SIGN HANDICAPPED PARKING 4"THICK CONCRETE 2500 P.S.I. 2. Note All Paved Parkng Stalls are to be double stuped. 6" COMPACTED SUBGRADE TO NOT 6" WHITE STRIPE HANDICAPPED PARKING LESS THAN 95% MAX. DENSfFY AS 12' STABILIZED SUB FBV OF DETERMIN ED BY AASHTO T 180 -GRADE 75 PSI COMPACTO TO 98% MAX. Edge of Pavement or TYPICAL WHEELSTOP DETAIL SIGNAGE/STRIPING DETAIL DENSITY PER AASHTOT-LBO METHOD. SU&GRADE SHALL MEET LBF 40 Back of Curb N.T.S. FOR PAVED AREAS -N.T.S. TYPICAL SIDEWALK DETAIL TYPICAL PARKING STALL SHELLROCK SECTION NTS El Ts FOR PAVED AREAS-NT.S. V . \ \G .•.� M,TWRMPw THE CONCFPRANDMSIGNSMFSENTFOMMIN, ASANINSTRUMEMOf SERVICE'.:' - FKPURV ANDCIBATwRWrrKHlrw F RELUC WWGFOUTWRMNAUTWRIUTONANDA "ONWSTEVENLDOMPF,SEULINwnNOUTUADLrt T07EVENLDOBBSENGINECIiI CALL a8 HOURG BEFd1E o acwEOR OA mB E AW Steven L. Dobbs MITCHELL HANCOCK CONSTRUCTION Engineering, LLC PROPOSED NEW CONSTRUCTION 1062 JAKES WAY 5 11 E� K APR U V 2020 LOCATED IN CITY OF OKEECHOBEE, FLORIDA Okeechobee, FI 34974 El Phone: (863) 824-7644 General Details JOBNo.: 2019 042 4813x} S HEET Own. xe.ow}93as I S1 n PingInApring 06 OF 0$ No. DATE IBYI REVISIONS 4�2j1f111111/1�'� /OATEB11 11c BOi CNEck RVALVEAAKNETIT IF (E EDEN n L„ ur suR� E rtsT u METER ANI, trAE7 KaARM vuvE ]/4 • w t- MIN. SEAM. UAE POLKTHYLLIAE rIIBNL SNORT ERM.s EAY- uN(�u A(E,.o)J JED� SIm .Zr� PAS HP ,LL GNv. — STEEL (r MN.. OauaLE STRAP SADDLE. . LFA:.I Sa w AK 01, HDPE us«L (CORPORATION IRED)sTw Is EOU NOTES: I' of .�Psirw, VE i �IPICEDD BATE.TMe"To :aB v�.rJ�iA OFFSET To EOF — S1. OF TINE w EFET 11* a _TY � MEI�EA BOx g1�NOT BE R CED MNSroDEwAL—iiA BRKBAY ABEAI ERM. LINES SN NOT BE IN....vADEP ONKWAYS J. SEAVT CONNECTION new. TO BE P.KiN VLENE µ MA MUM LENGTH OF 100', AALLNOL 0TEA IALA RESPECnV BE—AB, J/.' a t LOCKING ]. AFTEPME I iALLAMIN, INST LN[ VALVE IN NSTOMER SEAM. UNE 6 OMENSIw •A -e - (I (5• METER/e- k )J/A• METER) a COHmAnw i W INST— ENTIRE GRATER ERM. w To ANGLE I— A T N µD ITALL ALF hR OU TO . R. INNS STALL IN -LATE DVAL CNCOA VALVE (ESDENTIAL). t0. OUA TO NSTALL ISOLATION VALVE & BOX ON EUSTMER SIDE OF METER etSTALLARON. ]e MN N STATE ROAD R/A• & UNDER ASPHALT OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION TYPICAL SERVICE CONNECTION (UNDERGROUND) 7NIFOR5/8' x 3/4' OR I' METER woFT FIRE .--I—L couPLA"A.c ---------- -—AL JONT TEE AMCu .RING TO g MECTN JENT REsnANm E ,/a - —PER NO2"'FAONG AS DNECIED, AND Two z-T/z• HOE NozzLDs ® i waRED w - VOAENT b •FTIOSNEO GRADE vacs SETTING (SEE OcTAU ri a. A.:O. V. R§ UN015 50. IS Ea.---DLP- ovcNlvL vu vNESTURBED SOL NO ES. , NYEtµT SHALL BE INSTALLED PLUMB AND TRUE. z. ME MODEL COLLA TO BE I— YELLOW, MYON ANT SHALL BE PEA EIA RE -BREAK - 3. VALVE SNALL BE RACED ADJA.NT TO MAN. TED TO TEE. A. µCN. ,EES ARE AERNT_' S ALL NYoAANTS SNALL BE TEED OFF MANS. li 91YDRANS SNALL NOT BE hACFD IN gpEwAU(S, RDNEII UR —ATT. MEGKUGS M ALL FITTINGS. B HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS PucED N ERM.. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 TYPICAL FIRE HYDRANT ASSEMBLY 6111 F:\2019-042 Mitchell Hancock New Office\03-DWG\2019-042 HANCOCK OFFICE 202004D6.dwg, 4/6/2020 7:28:10 AM, DWG To PDF.pc3 CONTRACTOR ® OUA CHLORINATION & GAUGE 1•j RGAUGE PRESSURE INJECTION IIFo_1L91r• (F�7yll. 1., POINT VENT TO MA IF ATMOSPHERE TESTING r/ VALVE METER, RP BACKFLOW & ISOLATION VALVES CDR ORATION STOP w/ DOUBLE STRAP SADDLE (typ) SOURCE WATER FOR CHLORINATION & PRESSURE TESTING \—E IST. OR NEW —NEW GATE VALVE EXISTING GATE VALVE WATER MAIN 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FOEP REGULATIONS. AWWA STANDARDS AND QUA REQUIREMENTS. 2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTIFICATION OF TESTING TO QUA PERSONNEL 3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN COMPLETED. 4. PROVIDE ALL NECESSARY THRUST BLOCKS OR OTHER RESTRAINTS. 5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND WITH APPROVAL OF ENGINEER AND/OR QUA. 6. MAIN LINE VALVE TO BE OPENED BY QUA PERSONNEL ONLY AND OPENED FOR CANNON FLUSHING OF NEW PIPING SYSTEM. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 FILLING, DISINFECTING AND TESTING DETAILS D10 LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F,A.C. RULE W2-555.314 OTHER PIPES HORIZONTAL SEPERATION CROSSING 1) JOINT SPACING W CROSSINGS (FULL JOINT CENTERED) SREM SEATER, E. MAIN,EIlM IWATFR 12I r� ] R. INIIY wA0-TE ,a RNPES K M MwIM RAPT FGR srael EEA INd B .HOGS N M 1WMN ND ]MONS K PHpDeED ] FT MNMLIM MNS 6 cOlsAclm TO B A PwppC1°°ERn iEAt� VA(TNM SANNARI SEWER w on NNEFOOID rt MTDR tMN to .ONES 6 NOES ALTuwATE ] FT Bal— wAme GRN N Ir LOo4 eADo%Lm EiM NTY RI ERI3TLIRE SANITARSEWPA. SANITARY PnB1SEWER N]I. IAI REl1.AIM K'ATER NAI wATDR MAN ., PEiflNCO rt' 1 (]) OwA �oes rs rE NA.NwRr R A11FR TFp a NOES K M AM to BNwEs IS pA(FpDFD ATEWUTE a rA1DR MAN ON-SITE SLAAO-E TREATMENT & DISIDSAL to FT. MRaFw --- --- I w,ERWN To ORDS CarEUCT APES ANEE.w PomBLE, wNTAaWD SO aEOIEs co— AID B .Noes 4RAXA— . IIR6ININS YAIOI ST BE BELOW O1NDR PPE INE LMH. SEAWAIIw K Il NOES a EENaD ANTER EOX T IDEA PMT If OF .APER 6a-610 P.AC. ]. J R FOR GRAM" SAMTWY SEgE ANDRE TIE BOTTOM OF THE __ IS NAD AT LUST a NODS W1r m[ NOP E TIE wAMTT SANTWY SREA. A ""U"D ""MT EOnATED TIMER PWT N OF GROUTER 6]-610 VTC. NOTES: A — IE_ AE To BE Usm BNw —1 — Ensn ToAuow PESSURC AWE 1. OA_ABM —TPPB ORM a N— -TEAL —.A— AM N.VNITAM 30 NOES COIR TO INI9fD GAN% e. nTTNGs SHALL BE RESTBANED Wn MEaAMGN RcsmArnS (Ea A,.) N Acw _ BIT" .. I,-- C[TAIS C. M IIEREcnw TIRE LA0 1 K PEFEEIEo B. Do NET EX.ED 1S,: OF MANUFACTURERS EcaM . B— —1 PE F.CTON. E MEaua I ESTANN ALL. nT1wGc As PON AA—. Pws ECEReMA— AM DUA It-- BETAUL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVOCTI2015 WATER MAIN - SANITARY SEWER PAGE To CONFLICT ' TlPR Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee,F134974 Phone: (863) 824-7644 RDRIDAEENA TEwALnORwTT.—OXIM1I L CONCRETE wLLAR ELAN cAsr ORM corn MRM® row LON_TE c__ To . •gam.,- GRA. 5000ED AEAs TOR . RALoa T S -1/A- -=STABLE NKNE 1BDx awnA ,�E) St on w o -60o P.vc. sWAE NUT FOX PAos ME.— JOINT VALVE "e r YALr M1 RTEN9GN K EOLWNID w ALL vuva WTN MORE 1Nµ ]c• aPw rw AeoBOR co I Oft, MT To rnRN ,e- E vNr BOA RM vaE SaD aRNu vALr n T M. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 TYPICAL VALVE SETTING 6112 Pro AArp ') n VAr A. T A �,GR GAS, W�R�Y T� — K :,:� (eLEE 9JE1A W (R ) TILo (1) Pars B, NN �rIDTnME_ No AUD w �rt oE�iNwS w n`s TAFEM(I ADR M NFw4rN) t xin �ONn�A :APEOEw.a no PANS a NBAATm MET nwxilE : oE.mr Aw.r ANDRONAL LOINL, WAILED PMR PP LOCM A P E 2. TO TFALMA TE w [RCN FND At A vur efa MAIM AM FODED w BOX I, 1 AES 9— BE CAPAAL v DE 1— By A C/8E LOCATOR AM PASS A rEID END M TO IM E RS. AAL zrc.P.�eEcra°F°TmP"ELErzussMEBsw, wa As BMT, ssua NA— TN B Mir sNN:N n ONE M Mar TI ar sxlE A, TNG =.ac°REn Z. rs NLo.Eo e. M swot sNAu NA. Ttc u rlf°D+EE NosET°�AaMO1Aam'"RAS rcTAAm�iiDEa. cTm. w TEw.AO. IT wMtrK. IAAF i t ..0 NESAeE MAN PVC PIPE LOCATING WIRE PA591W =MOTOR R PG IN. Ua sru* ear �°� mA°TwGj t/! w ]1• Sw} BST LOCATING WARE DETAIL E UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS 1 LOCA WIR DETAILS PAGE I 'yr/ FOR A1y.ROAD OSSIOZ ANQ BORES 6117 .AaamcTloNA u[ (F AAxKAeLq I tY TENOR Rorty--..{ I - IIAOOA1fD .�1EMNT 6 cOlsAclm TO B A PwppC1°°ERn iEAt� AASNTo r-teo/ASM o ,TIT. - - N Ir LOo4 eADo%Lm n.oaEss Lm • mPwTTD TO eex GRA Tr ' 1r oR O.B.I .TEALrIED A,/- n a wnAU, MDsnAE er MmaEn PRacTw LEST O . LaDKnIN� EWTN A Unca AN KKR tU IIS BOLE& , _PUL..-- IN cONssT OF OEµ EARTH ru cOMPRNsn OF SND. SAND ND —1 �I ORAr OBS ROOK OR OT ER MATEWALS DREI GFEA s A -I, A-2 OR A -z AAINM nAssTCATIw, Fn¢ FROM wcu.c wTlrn AM r.TATIw, oEBNs LAR. coos E FWTH w sTorDs WBUTABM N-sn MATOMLS sLla As FDDI. o[Bei LW. Roos ANO Roofs MNALL E REMOrD AM DNSooYo a Nry THE CwmACTGR 2 1M ROE 51MLL E —1 StOPO+TEp AI OAG ENTWE LENGTN ] IE PPE TENON SMALL REMNN ORT DATING FOE LATNG O4RAnO]S 4. - TRENw awx SHALL cONFURM .LATEST STANDARDS .SET FORTH an THE —A TRENa sAFm .1AMOR— S FOAX — — DETEc1Adf 1WE SNALL BE PLA.D •PAREWIA-' Ta --le• .Low FNIMNm GRADE AND aae:rnr Aeon ALL AEssAa PPRAc TARE wwDwD AM caw SNALL —Ow TO an STAMAROS a. TRAmc LANE nasus_ Mol PLAINS AM RDrorA. "'A" WTD _ I'LL I ADR—c— a Row o]ADn CONTRAC101N TO GROIN[ TTN ODER AeauT EaIwENn PRKW ro eo T Y LOCATORBNLS SINALLE NSTAV Fn AT EAw FRTNG N TIE PPE UE ouFlow OBECRw AND AT EAON caea:rnw. a sr LOCATORS, . IE ARosom BT .VELOREA AS so — By O u... OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS At DETAILS REVISON PAGE No, OCT. 2015 TYPICAL TRENCH DETAIL 6113, R/W OR EASEMENT UNE ROAD SURFACE OR OTHER VALVE & VALVE BOX r VALVE & VALVE BOX I AREA TO BE DRILLED I 101 PIPE DIA. ADAPTER MIN OR 4. 4IN. MIN VALVE ADAPTER 4' MAX SLOPE E%ISTING D.I.P. OR PERPENDICULAR P.V.G. PIPELINE CONNECTION STRAIGHT RUN PLAN VIEW CONNECTION MJ SPLIT GASKET MJ FITTING GLAND HDPE PIPE HDPE ADAPTER BUTT NSI (RO WELD HDPE—MJ ADAPTER NOTES: 1 DIRECTIONAL DRILLS SHALL BE COMPLETED USING DR1I HDPE PIPE. DIP SIZE: FOR WATER AND SANITARY FORCE MAIN IPS SIZE: FOR VACUUM SEWER. 2. ALL DIRECTIONAL DRILLS SHALL BE AT A DEPTH OF 10X PIPE DIAMETER BELOW ME ROADWAY SURFACE OR 4' WHICHEVER IS GREATER. 3. ALL HDPE MUST BE COLOR CODED (SAFETY BLUE -WATER, SAFETY GREEN FOR SEWER AND PANTONE PURPLE FOR RECLAIMED WATER); BUTT FUSION WELDED; AND CONNECTED WITH HDPE -MJ ADAPTER. 4. 10 GUAGE SOLID COPPER LOCATING WIRES SHALL BE TAPED TO PIPE FROM VALVE TO VALVE AT A SPACING NO GREATER THAN 5 FEET AND PULLED MTH THE PIPE. SEE D17 FOR ADDITIONAL DETAILS. 5. GRAVITY SEWER BORES AS PREAPPROVED BY DUN. UKLLCHUBLL UIILIIY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE Nc OCT. 2015 DIRECTIONAL DRILLING DETAIL D19 w'N TWRn NNRMRRATpNµDAMO.ONN7fwIL'.- - CALL b AIOURS BEFORE MITCHELL HANCOCK CONSTRUCTION "DOGM DORAL s E ww APR Q Z020 PROPOSED NEW CONSTRUCTION .I I OCATED IN CITY OF OKEECHOBEE, FLORIDA 48134 -I' I: 2019-042 SLD Engineeri%, Utility Details GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the attention of the engineer before commencing work. 3. Contractor shall obtain all required building permits before commencing work. 4. Contractor shall be responsible for location of all existing utilities. The contractor shall contact all concerned utilities at least 48 hours in advance for construction operations. 5. No field changes or deviations from design to be made without prior approval of the engineer. 6. All construction shall be completed in accordance with the applicable ordinances of City of Okeechobee, Florida. 7. Contractor shall supply density tests to engineer on all sub -grade and base. Tests shall be prepared per AASHTO T-180 method. 8. Slope grades from elevations shown to existing grade at property line. 9. Engineer shall be notified at least 48 hours in advance for any inspection. 10. All traffic control devices shall be in accordance with M.U.T.C.D. Standards. 11. Erosion and sedimentation control techniques shall be incorporated during construction as follows: (1) silt screens shall be maintained at the project perimeter. (2) No off-site discharges shall occur during construction. In the event discharge is required, hay bales and/or turbidity curtains shall be incorporated at the discharge point as necessary to control turbidity. EROSION AND SEDIMENTATION CONTROL NOTES Construction activities can result in the generation of significant amounts of pollutants which may reach surface or ground waters. One of the primary pollutants of surface waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies of floodplains have been shown to adversely affect their physical, biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic capacity of water bodies of floodplains. reduce the design capacity of culverts and other works, and eliminate ethic invertebrates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS. 1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -distributing activity and shall be made functional before unslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment bamers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. ENGINEER OF RECORD /NSPECT/ONREOUIREMENTS F.aw. DENarrf Lfl _ss YAX SPACNG YAx SPACING MAx 69ACING 4Ax SPACNG LRFAR ME LNEAR APE uIE.W ARE LNEAR ag1ARE FEEr F¢i FEEr FEEL FEET FEE! FEET FEET COMPACTED OR 200 5.000 2m 5.000 21st s'M Jae 10000 STA&u2EDGIiME ROCKBASE - - 'ea te.oa0JOD 10.I- J00 1e,000 SHELL BOLI( - - JOo 10.000 INSP NSP All TESTaIMLL BE MIrFNMAaTAGGEREO SAIPLINO PATTERN FROM n GqN' 1T MS/DE n.El6TEOrf OF rE IIE1I JESTED. TO THE CENrER iDAPWNr Iw,�'iD[ Or INE EROSION AND SEDIMENTATION CONTROL NOTES - (continued) 7. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading from the land -disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 8. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 9. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 10. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 11. Sediment will be prevented from entering any storm drain system, ditch or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 12. Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 13. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 14. When a live watercourse must be crossed by construction vehicles, a temporary stream crossing constructed of nonerodible material shall be provided. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 17. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria. A. No more than 500 linear feet of trench maybe opened atone time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. D. Restabilization shall be accomplished in accordance with these regulations. 18. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface, where sediment is transported onto a public road surface with curbs and gutters. the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land -distributing activities. 19. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be protected from sediment disposition and erosion. 21. Phased projects should be cleared in conjunction with construction of each phase. 22. Erosion control design and construction shall follow the requirements in Index Nos. 101. 102 and 103 of FDOT Roadway and Traffic Design Standards. 23. The Reviewer may approve modifications or atter plans to these erosion control criteria due to site specific conditions. ENGINEER OF RECORD INSPECTION REOU/REMENTS CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD 48 FOURS ADVANCE FOR FOLLOWING INSPECTIONS: 1. PRECONSTRUCTION MEETING 2. DRAINAGE PIPE (UNCOVERED) 3 PAVEMENTSUBGRADE 4. PAVEMENT BASE 5 FINAL Earthwork and Drainage Specifications 1. Clearing and Grubbing: Clearing and grubbing shall be Performed within the limits of the project work in accordance with Section 110. Florida Department of Transportation (FDOT) Specifications. This item shall include, but is not limited to, the complete removal and legal disposal of all trees, brush, stumps. roots, grass. weeds, rubbish and other undesirable material to a depth of 18 inches below natural ground or proposed finished grade, whichever is lower. The areas to be cleared generally consist of the entire site with the exception of areas specifically noted on the landscape plans az preserve areas or as areas to remain uncleared. Care shall be taken to insure that no preserve areas or wetland areas are Impacted by the clearing operation. Poor to mitiating the clearing operation, all adjacent wetland and preserve arias shall be marked and flagged in accordance with the City, of Okeechobee and South Florida Water Management District (SFWMD) requirements All such areas immediatch adjacent to the clearing operation shall also be protected by the installation of temporary silt barriers in accordance with the requirements of The Cmof Okeechobee and the SFWMD. Further erosion control shall be accomplished by seeding and mulching all disturbed areas az soon as they arc at final grade. per the specifications for seeding and mulching found elsewhere on this sheet. All material shall be removed from the site and shall be legally disposed of in accordance with all local, state and federal requirements. 2. Earthwork and Grading: All carthwork and grading shall be performed az required to achieve the final grades, typical sections and elevations shown on the plans. In all other respects, materials and construction methods for earthwork. embankment, excavation and grading shall conform to the requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 36 inches of finished road grade shall be removed and replaced with suitable material. The contractor shall also refer to the Soils Report, if available. The specifications and recommendations included in that report shall be considered w a part of these plans and specifications. Should there be any conflict between that document and any requirements of these drawings or specifications, the most restrictive requirement shall govern. 3. Paving Improvements: All areas proposed for paving shall be constructed in accordance with the design grades and typical sections shown on the drawings, and in confomtance to the requirements of the City of Okeechobee and Florida Department of Transportation. A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the requirements of Sections 300.1 through 300-7 of the FDOT Specifications. Prime Coat shall be applied at a rate of 0.25 gallons per square yard and tack coat at a rate of 0.10 gallons per square card, unless otherwise approved by the Engineer. Asphalt surface course thickness and material shall be az shown on the typical sections and shall in all ways conform to the requirements of FDOT. B. Bax: Ltmcrock base material shall be compacted to 98% of maximum density per AASHTO T-180. All limerick shall meet the mmimum requircmcnts of FDOT Section 911, As an altcmate, cemented coquina conforming to FDOT Section 915 may be substituted and shall be subject to the compaction specifications detailed above and included in the Soils Engineers report. C. Sub -grade Sub -grade shall be compacted to 98%of maximum density. per AASHTO T-180. and stabilized to a minimum FBV of 50psn. Sub -grade shall be thoroughly rolled with a pneumatic t,md roller prior to scheduling any sub -grade inspection. D. Valley Gutter/ F-Curb/D-Curb/Flush Curb: Shall be constructed per the typical section by extmding machine or forms n shown on the plans. Minimum concrete compressive strength shall be 3.000psi after 28 days. Sub -grade shall be moistened at the time concrete is placed to insure a uniformly damp surface. Ready -mix concrete shall have a slump of between 2 and 4 inches. No water shall be added to increase workability. Test cylinders shall be made for the strength testing of each batch of concrete for at least 7 and 28 day testing. E. Sod: A mimmum of a two -foot wide strip of sod. or az otherwise shown on the plans. shall he placed along the back of curb of all constructed pavement to aid in prevention of erosion and soil stability. Sod shall be placed in conformance to FDOT Section 570, 575 and 981. Generalh, the sodding requirements shall be as specified on the landscape plans, prepared by Others. F. Seed, Fertilize and Mulch: All disturbed areas shall be stabilized with seed, fertilizer and mulch upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be in conformance to FDOT Sections 570. 575 and 981. The Contractor is responsible for establishing a stand of grass sufficient to prevent erosion prior to removal of the temporary silt fences. This applies only to those areas not covered by the sodding specified in the landscape plans, prepared by Others. G. Testing: The Contractor shall secure: the services of an approved independent testing laboratory to conduct all required testing on sub -grade, base, asphalt and concrete. Locations required for these tests shall he as required by the Cit of Okeechobee, and/or in the rase of the tum -lane improvements as required by the City of Okeechobee. At a mimmum, testing shall be az recommended by FDOT. Should any tests fail, contractor shall at his own expense, repair the deficiencies and retest the work until compliance with the specifications is demonstrated_ H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the requirements of the Manual of Uniform Traffic Control Devices, The City of Okeechobee. Maintenance of traffic During Construction shall be as required by FDOT. ! V i w �\CeE i No Steven . Dobbs wxw«ICNRwws wronam-lausra Ain nslorEa auwNa oYmaooarArm vmiwwM.�Av„A,..: _ CALL N -BEFORE MITCHELL HANCOCK CONSTRUCTION " °G'"F owoa. ma E Aw APR 0 6 2t)J!? PROPOSED NEW CONSTRUCTION ; LOCATED IN CITY OF OKEECHOBEE, FLORIDA t 48134 JOB Na.: 2019-042 SLD EngineeringGeneral Notes &Specifications SHEET 08 OF 08 Continued: 4. Drainage Improvements; All labor, materials and construction methods shall be in conformance to the minimum enginceting and construction standards of the Cay of Okeechobee and FDOT Specifications Trench excavation and back -filling operations shall meet or exceed the requirements of FDOT Specifications. Section 125. The Contractor shall procidc the newssan• back -fill compaction testing required to demonstrate compliance with this section. The pipe trench shall be dn• when pipe is laid and the pipe shall be bedded per the details and per FOOT specifications. The Contractor shall comply with Chapter 90.96, Laws of Florida, which requires the Contractor performing trench excavations over five feet in depth comply with all applicable trench safety standards and shoring requirements as set forth in the Occupational Safety and Health Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub -part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost of compliance is included in the unit cost of all items of work to which this requirement applies. A. Reinforced Concrete Pipe (RCP): RCP shall conform in the requirements of ASTM Specifications C-76, Class 111, Wall Thickness "B", latest revision. Alljomts shall be sm"ght. Pipe gasket shall conform to FDOT Specifications, Section 942, B. Corrugated Metal Pipe (CMP): All CMP shall be Stec], round, helical -wound corugated pipe conforming to AASHTO-M 36 and FDOT Section 943. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil -tight All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 Inch thick shall be used for all pipes of 36 -inch diameter and smaller. Larp,! pipe sizes require gaskets of at lean 10-1/2 inches in width. All CMP shall be installed at maximum lengths to reduce the number ofjoints. C. Corrugated Aluminum Pipe (CAP): All CAP shall be aluminum alloy, Found, helical -wound corrugated pipe conforming to AASHTO-M 196 and FDOT Section 945. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil -tight. All connecting bands shall be corrugated annular coupling bands. A Neoprenc gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36 -inch diameter and smaller. Larger pipe sizes requiregaskets of at lean 10-1/2 inches in width. All CAP shall be installed at maximum lengths to reduce the number ofjoints. D. Corrugated High Density Polyethylene Pipe (HDPE): All HDPE Pipe shall be resin conforming to ASTM D3350 minimum cell classification 4354000, round. only annular corrugations and conforming to FDOT Section 948-2.3. All joints shall be soil -fight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36 -inch diameter and smaller. Larger pipe sizes requiregaskets oral lean 10-1/2 inches in width. All HDPE shall be Installed at maximum lengths to reduce the number ofjoints. E. Contech A-2000 PVC drainage pipe (A-2000): All A-2000 corrugated pipe with a smooth interior shall conform to the requirements of ASTM Designation F949 & F794 Dual Wall Corrugated Profile (DW CP) Pipe. Pipe and fittings shall be homogeneous throughout and free from visible cracks. holes, foreign inclusions or other injurious defects. Pipe shall be manufactured to 46 psi stiffness when tested in accordance with ASTM Ten Method D2412. Them shall be no evidence of splitting, cracking or breaking when the pipe is tested per ASTM Test Method D2412 and F949 section 7.5. The pipe shall be made of PVC compound having a minimum cell classification of 124548 as defined in ASTM Specification D1784, F. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with pusbon joints (no glued joints) and shall be as specified for sanitary sewer construction, except that it shall be white in color. Any portion of the PVC storm pipe that may b: exposed to sunlight, such as its outlet to the detention pond. shall be painted to protect it from UFV light. G. Inlets, Manholes, and Junction Boxes: All drainage inlets, manholes, and junction boxes shall be precast concrete conforming to ASTM C478 and 64T. All concrete shall have not less than 4000 -psi compressive strength at 28 days. Structure sections shall be joined with a mastic scaling compound The remaining space shall be filed with the cement mortar and finished so as to produce a smooth continuous surface inside and outside the wall sections. All openings in precast structures shall be cast at the rime of manufacture. Holes for piping shall be six inches larger than the outside diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely filled with mortar and finished smooth. Mortar used for concrete structures shall conform to M C-270 Mortar matcnat shall be mixed one part Tvpe 2 Portland cement to two parts aggregate ht volume. Portland cement shall conform to ASTM C-144 and aggregate shall conform to AST11 C-144. The CONTRACTOR shall furnish the ENGINEER with shop drawings of all precast structures for his approve al prior to fabrication. Shop drawings shall show all dimension, reinforcing steel and specifications. Storm Manholes shall be constructed with a traffic hearing cast-iron slotted grate H. Trench Backfill shall be az shown in the Drainage Details. In addition. testing under paved areas shall be az follows. One test location midway between structures and one rust location adjacent to each structure. Engineer may request additional locations. Testing in each location shall begin in the first foot above the cuhert with tests every two feet to within two feet of the sub -grade. Density shall be to 100 percent of maximum as determined by AASHTO T-99. 1. Control Structure: Shall be constructed per the aboe specifications for Inlets. Manholes, and Junction Boxes except that the structures shall Include the bleeders and weirs az shown on the detail J. Rip -Rap Energy Dissipaters: Shall be constructed per the details and as shown on the drawings at the control structures and the downstream bubble -up structures The rabble shall be ofmater sil and placed in accordance to FDOT Section 530-2.3 (maa:dal) and FDOT Section 530-3.3 (Construction Methods) Should broken concrete be used as the rubble. it shall be free from reinforcing bars or wire mesh. The contractor shall use care in the placement of the none so that it is not dropped on thew fabric in such a fashion dui tears the fabric. The fabric shall be w specified in FDOT Section 985 and shall be of the woven design and as specified for use with nprap per Table I of this section. The bedding stone shall be of the type typically used for drainfield rock and shall meet the requirements of FDOT for drainfield rock. 9 X BENCHMARK SET 1/2' I.R. 4 CAP STAMPED 'HLB TRAY PT' ELEV.= 28.92 O S i DESCRITION ' !Y (TYPICAL s a. z m 00 I C N •49'30' E M 142.59"M 142.5' R - — -- -- �, ------------ 0000 ----------- O000 m o Z 0 D z NC) n O w p 17 C � N p O N — � V Z O Ll m _ m Q; v N •49'20' E M 142tit.60' Mto 142.5' R C � x D Z 4.00 .0 180200 vol ]s en Gl H to 0 m Dmm �m ABBAGL P70.M 10' Z G N 89'49 T -,f --M L423T ' • 409C.,SIDEWALK• c Z O • A^ e �A 1.11.1 IA� ]A ]J YrYIy N•lb i L2 ]A L) 0J0 A OA 0 OA 1.1 J 3J 23 ]A J 0: 2A2.! A lJ SA 2A .I 1a S.] 1A x tA 0 0 Y 0.) x Z 0 m 0.> OJ 1.1 to � � SJ 1J fA 1.! i1 1J lA 1. 0 0.) e.> Os is iw g M-0 SJ is 0A 0A v 0.0 CJ iJ 't^.' 3J i.) l] 1.] ).) 0A IA IA ti A 0.1 fE PALM OA OA 13 tw 2s SJ atl 4TP1 L 1 .6 3 ' 1X 4�Y, 0 0A MMt 1! S � O z z Oti 0 O O z Oat� n 3 70Jp n m z O ? v �N O PALM 12' `� �in PALM z 'n gBBApO10' "@KABBAGE PALM 12' BBAGE PALM 12' S 89'8'52' W M 142.63' M 142.5' R an v tiO c Z O \ A^ VATER ro mo z - mo 10' Q J a - v W W I) Q J 0 W U V) O Q J W_ L� W D Z W a S H Ln 3 Z S.E. CORNER. BLOCK 62 L•�Y�Y•L- LLS L��M�In !!•W YrYIy N•lb n lsls 0J0 T.. )]A Y!] *.so ss.f YJ S.E. CORNER. BLOCK 62 a.4 1, NOTE.' RAKE ANGLE (AN 1219) IS AITACH£D TO THE BOTTOM OF THE PURLIN ZEES. REFER TO D.S.B. STANDARD DETAILS BOOKLET (PCS. 4, 8 h 20) FOR MORE DETAILS. S59 8 8 FST6J1002(00 _ T 8 S59 S59 S59 S59 u S59 S59 8 S59 8 i S59 r S59 S59 S59 BIAS 12 TBC SOFFIT PANEL SBC SOFFIT PANEL mazING / I g§g (2) FHT6-080200 F01 - a s0 CH5/ CH -6 — 11,_2• b _ 7,_2• VARIES 14 -0' VARIES _ 14' X 14' FRAMED OPENING ( 2 REOUREO.) FST6J100200 3 )(•- ± iu.. eu� iu.� ... C143 CH14 CH15 Lig FE064100200 /FCE6-100200 1 0 FIELD 1 6-0' 1 FIELD Tics SOFFIT PANEL _ 8 FST6J100200 V BIAS 12 v FIELD .3'-4 . FIELD $ ( 2 REQUIRED) 1K TAPE' REO BEN)' / ROKMREO) 1 1/2 FEA6A100200 / FCE6-100200 1 1' SOFFIT PANEL I I.I r 16'-11' 16'-I1' rl 20'-1 18'-11' 20'-0' ROOF EXTENSIO/'1 BUILDING / r TYPICAL PEAK DIAPHRAGM TYPICAL PEAK DIAPHNAGN f ROIf EXTENSION SPACING SPACING SAT• AT7• S'-7• AT 6'-7' AT LAP LAP LAP LAR 4'-2• LAP Y-2' LM )(•- ± iu.. eu� iu.� ... C143 CH14 CH15 Lig 1 0 FIELD 1 6-0' 1 FIELD Tics LOCATE LOCATE ROOF I. EXTENSION ( 6 REQUIRED ) YID LOCATE LOCATE FIELD .3'-4 . FIELD PROJECTION ( 2 REQUIRED) 1K TAPE' REO BEN)' / ROKMREO) 1 1/2 CANOPY PROJECTION 1 1' I I.I r 16'-11' 16'-I1' rl 20'-1 18'-11' 20'-0' ROOF EXTENSIO/'1 BUILDING / r BL4lDMD / 2 f ROIf EXTENSION PROJECTION 1 1/z PRALCTMN ROOF FRAWNG PLAN g 8 FST6JIM200jI �q FEA6A100200 / FCE6-100200 _ SOFFIT PANEL _ BU/LD/NG / I FS76J100200 X;R b A b- FEA6A100200 / FCE6-100200 C SOFFIT PANEL &A -a c 12 .�. 8 o FHT6-080200 0 F02 " FVS6-100200 '- NOTE I REFER TO D.S.B. SID. OEr L BOOKIE/ (PGS. J7 A J8) FOR MUD OPNG. A TRIM DETAILS. CHI/ CM -2/ CH -4 CHI/CH -2/ CH -3 — 7--e- '-YCHI/ SIL 4/6/20 SIL 4/6/20 — 7•_2• CHIN -A4-031112 — 01-01 FIELD 1 6-0' 1 FIELD I" CUT GA7rS TO LOCATE LOCATE 17TM' 6'-0" X 4'-0" FRAMED OPENING ( 6 REQUIRED ) FHT6-080200 4 FW y CH4 CH9 CH4 CH] SIL 4/6/20 SIL 4/6/20 — 7•_2• 7'-2• — 3-2' EC- EC- CHAE_070114 PEW CUT GIRIS TD REQUIRED LENGTH, I 6'-4' 'Y FIELD LOCATE LOCATE FIELD .3'-4 . FIELD 6'-4" X 7'-2" FRAMED OPENING ( 2 REQUIRED) FHT6-040410 y F04 NOTE i L DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE SHEET LEDGES, ETC. FOR CONCRETE DIMENSIONS SEE THE ANCHOR BOLT RAA NOTE 2 SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING PER DEAN STANDARD DETAILS. THIS INCLUDES ALL DOUBLE PURLINS AND GIRTS REGARDLESS OF LOCATION NOTE 3 THE TYPE AND MAIL. THICKNESS OF ALL FLASHING IS DENOTEDBY THE 1ST, 2ND, 3RD, AND 4TH CHARACTERS OF PART NUMBER. (EXAMPLE- FJT6-140100) FJT •JAMB FLASHING FOR RIB -12, FRA • RARE FLASHING (STD.). I- 6 • 26 GA , GOA SCULPTURED GUTTER, FVR • WALL TO ROOF FLASHING L 4 • 24 GA. OCT OUTSIDE CORNER FLASHING FOR RIB -12, ETC. FCE0100200 FCE6A1002D0 SBC SOFFIT PANEL BUILDING / 2 1 I �7 2-0-. MOTE USE 6- PANEL SCREW SP INC AT ALL CORNER ZONES (6 • 67 §I -------------------------------- f� 36-0' 61-3• BUILDING / i B naw / 2 1 1/2 • CORNER ZONES REINFORCEMENT LAYOUT IO' -0 7/16'7- 2'-9 f/4' VIN- WIT FLASHING 3 y-41/8' (FVU6CI00200) HV5502 (GNB ! 12. OC. ITS CLOSURE (HV5553) V/ TAPE SEALER TOP L BOTTOM CANOPY ROOF PML. (R4)_ ---------------------- IS. _______________IS. CLOSURE (HV35W) V/ TAPE _____ SEALER CH 775) TOP 6 BOTTOM HVSSIO (ONZ) ! 6. O.C. HV5510 (GNZ) 8 6• 8'-10' CLEARANCE BNl2'H 0.C. � VDI PAL, 1�-- A307 80LT 1/2' X 1 1/4' HV5534 V/ NUTS HMV5586 CANOPY RAFTER 10'-0• TAPERED BEAM CANOPY SECTION BOLT SCHEDULE COHBN. DTY. SIZE p 4 3/4' X 2 vv HV5602 MOTT, AL BEETS TO BE HIGH STRENGTH WITH WT AND WASHER. L..�JIJ CH] SIL 4/6/20 SIL 4/6/20 — 7•_2• 4 O 6 — 3-2' — 0'-D' CINCA4-070114 FIELD CUT GIR75 TO FIELD .3'-4 . FIELD REOU/RED LENGTH. lOCA7E LOGIE T-4" X 7'-2" FRAMED OPENING / ROKMREO) 1 I �7 2-0-. MOTE USE 6- PANEL SCREW SP INC AT ALL CORNER ZONES (6 • 67 §I -------------------------------- f� 36-0' 61-3• BUILDING / i B naw / 2 1 1/2 • CORNER ZONES REINFORCEMENT LAYOUT IO' -0 7/16'7- 2'-9 f/4' VIN- WIT FLASHING 3 y-41/8' (FVU6CI00200) HV5502 (GNB ! 12. OC. ITS CLOSURE (HV5553) V/ TAPE SEALER TOP L BOTTOM CANOPY ROOF PML. (R4)_ ---------------------- IS. _______________IS. CLOSURE (HV35W) V/ TAPE _____ SEALER CH 775) TOP 6 BOTTOM HVSSIO (ONZ) ! 6. O.C. HV5510 (GNZ) 8 6• 8'-10' CLEARANCE BNl2'H 0.C. � VDI PAL, 1�-- A307 80LT 1/2' X 1 1/4' HV5534 V/ NUTS HMV5586 CANOPY RAFTER 10'-0• TAPERED BEAM CANOPY SECTION BOLT SCHEDULE COHBN. DTY. SIZE p 4 3/4' X 2 vv HV5602 MOTT, AL BEETS TO BE HIGH STRENGTH WITH WT AND WASHER. L..�JIJ FM20827 SIL 4/6/20 SIL 4/6/20 (pnM MTdsnF(IAHM 4 O 6 IDVALL GIRTS -+11-Y TG ANGLE :� 9�p 1'-1'.1 16'-11' 16'-11• L 1'-1' 1 36-0• I`r l•_0• ROOF EXTENSION l 1/2 GAP' $IDEWALL 'A 0 GLC" PROJECTION BIABYR' / I FEA6J100200 V/ GA6-200700 I I EAVE STRUT _ -FOR PART NO. SEE -ROW FRAMING PLAN % _ 12•-0' E.H. --------------- _ _ ___ _ __ N _ ___ ________ _ CL3063(TYP CL 30"TYP tt3063(TYP LNI CH2 % _ 7•_2• F02 F02 ANU37(TYP) — 0'-0' RC- C - 1 _1JJJ ROOF EXTENSION PROJECTION $IDEI/ALL 'C 0 GL'8' 1 1/2 GAP' I I 1 7 1 A Z6 - ie 29 — 12'-0• EH ��1 _______ 112' - CH4 CH9 CH4 — F02 :CL3063 F02 L31B5(TYP) CH7 '(TTP) CH3 F03 C—CLL7X�78B55-2' ANll37(TYP) 0.7001(TYP) -0' FPF6-06010 I L 8-0- T-0• OPEN TO REMAIN I T T 1 I I EAVE-STRUT - FOR PART NO. SEE ROOF FRAMING PLAN 12•_0• EA EAVE STRUT - FOR PART CH3 CH3 [H3 CL3063(TYP CL3063(TYP IB' -0' y IB' -0' 1 IB' -0' J l CHI CHI B -0' 1 l 181 1 18 -0 - T- NO. SEE ROOF FRAMING PLAN _ ________ _ FO2 F02 1.-0'.I 40'-0• CM CH2 — 3•_2• __ ___________________ T 54'-0' T EAVE STRUT - FOR PART NO. SEE ROOF __________________ RC_ __ — 16-0- E.H. C_ 1'-1'.1 16'-11' 16'-11• L 1'-1' 1 36-0• I`r l•_0• ROOF EXTENSION l 1/2 GAP' $IDEWALL 'A 0 GLC" PROJECTION BIABYR' / I FEA6J100200 V/ GA6-200700 I I EAVE STRUT _ -FOR PART NO. SEE -ROW FRAMING PLAN % _ 12•-0' E.H. --------------- _ _ ___ _ __ N _ ___ ________ _ CL3063(TYP CL 30"TYP tt3063(TYP LNI CH2 % _ 7•_2• F02 F02 ANU37(TYP) — 0'-0' RC- C - 1 _1JJJ ROOF EXTENSION PROJECTION $IDEI/ALL 'C 0 GL'8' 1 1/2 GAP' I I 1 7 1 A Z6 - ie 29 — 12'-0• EH ��1 _______ 112' - CH4 CH9 CH4 — F02 :CL3063 F02 L31B5(TYP) CH7 '(TTP) CH3 F03 C—CLL7X�78B55-2' ANll37(TYP) 0.7001(TYP) -0' FPF6-06010 I L 8-0- T-0• OPEN TO REMAIN I I I I 1 EAVE STRUT - FOR PART CH3 CH3 [H3 CH3 IB' -0' y IB' -0' 1 IB' -0' J l r B -0' 1 l 181 1 18 -0 - T- NO. SEE ROOF FRAMING PLAN _ ________ _ ___________ 1.-0'.I 40'-0• 16'-0' E.M __ ___________________ T 54'-0' T EAVE STRUT - FOR PART NO. SEE ROOF __________________ FRAMING PLAN ___________________ __ — 16-0- E.H. rl.-0• CMS STI STRAIFA(I BEAM CANOPY PROJECTION ENDIBALL 'D FL -1 STRAIGHT BEAM CANOPY PROJECTION — l4•-0' ENDRALL PARTITION • FL -6 STRAIGHT BEAM CANOPY PROJECTION STRAIGHT BEAM CANOPY PROJECTION ENDB/ALL'D ' 9 FL -4 STRAIGHT BEAM CANOPY PROJECTION ZIB ZIB - ZIBZ12 _ ll' -2' 214 _ 11-2' ENOVALL 'B' IS C EN11VA_L 'B' IS ite o FO1 Zte b FII ZIB — 7'-2' 21s _ 7._2, OPEN FOR Nye tVN� BUILDING B2 212 Z18 ZIB TO RE>A IN ZIB — 3•_2• Z11 Z13 BUIpAG / > — 3•_2• BUALOING / Z AN1137(TYP> 0'-0' ANll3)(TYP) FM20827 p°1p1p' MITCHELL G. HANCOCK, INC. — W-0' RC- 1 -11.1 i l4 O'TT1' 14-0- ; I. 3-2- _220-0' 20-0- IB' -11' 20-2• J NAR BNAARNL RMc L 1'-I' 1'-1'-1 20-2' 18'-11' 20'-0' 1� LI' -0' '."'NI 61•_3• I.l'-0• ROOF EXTENSION F 1�-RWF E%TEHSION ROOF E%TENS ROOF EXTENSION PROJECTION SIDERALL 'A ' 0 We PROJECTION PROJECTIOON WALL ELEVATIONS SEDEWALL 'C 0 GLH' PROJECTION B(AOAY' / 2 VAN'G / 2 4 4 4 FPF6-06010 8 q $ g AN1116 00200 $ NIII6 0� ANIl16 BOLT SCHEDULE 8 CONN. OTY. SIZE A ♦ 1/2' X 1 1//' W5532 _ r N ♦ 1/2' X l t/2' NV5604 0 ♦ 3/P % 2 1/4' HW5602 P 2 3/4' X 1 3/4' HV5536 NOTE ALL BOLTS TO BE HIGH STRENGTH WITH MUT AND WASHER. QN ERVE OSTRUT SIOEI ONLY. ASIIER E.H. YPI E.H YP) l'1-�r �r11 16'-6• 7'-0' 16'-6• f IB' -0' y IB' -0' 1 IB' -0' J l r B -0' 1 l 181 1 18 -0 - T- 1.-0'.I 40'-0• f.l'-0' ,J 1•-0'J T 54'-0' T I. 1'_0, 1'V 54-0- 54'-0' rl.-0• STI STRAIFA(I BEAM CANOPY PROJECTION ENDIBALL 'D FL -1 STRAIGHT BEAM CANOPY PROJECTION STRAIGHT BEAM CANOPY PROJECTION ENDRALL PARTITION • FL -6 STRAIGHT BEAM CANOPY PROJECTION STRAIGHT BEAM CANOPY PROJECTION ENDB/ALL'D ' 9 FL -4 STRAIGHT BEAM CANOPY PROJECTION BMABpM- / r BINDING / 2 &AUNO 12 ENOVALL 'B' IS EN11VA_L 'B' IS P PERMIT 4/7/20 JU OPEN fOR OPEN FOR Nye tVN� BUILDING B2 TO RE>A IN BUIpAG / > BUALOING / Z FM20827 p°1p1p' MITCHELL G. HANCOCK, INC. c' NEW OFFICE J NAR BNAARNL RMc SIL 4/6/20 >a.rHu.. SIL 4/6/20 eses�� A� rur HNM%s. w(n WALL ELEVATIONS 5 OF City of Okeechobee Water Management Report Site Plan Application for Mitchell G. Hancock Construction City of Okeechobee, FL Prepared March 2020 ENGINEERING By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering 1062 Jakes Way Okeechobee, FL 34974 *fZ9 . ° 0S,o�® Seven L. S 3 v �' 0� L ��3��GC9ead3'a'�`4 Purpose: The purpose of this report is to provide the City of Okeechobee with the calculations and documentation necessary to demonstrate the proposed surface water management system complies with state and local criteria. Existing Condition Description: The site is approximately 1.6 acres in size and is located in Section 15, Township 37 South, Range 35 East at the northeast corner of NW 71 Street and NW 61 Avenue (Parcel ID 3-15- 37-35-0010-00620-0110). The historic discharge is sheet flow from very little slope from north to south across the site to the adjacent NW 71 Street Ditch, the ditch flow to the east under 441N to Taylor Creek, then through S- 133, then into Lake Okeechobee. The parcel is currently undeveloped. The Soils Report for Okeechobee County identifies the soil as Immokalee Fine Sand, 0 to 2% slopes. This soil has a Hydrologic Soil Group of B/D which is poorly drained in the natural state and better drained developed. The soils report also indicates the wet season water table is approximately 1' below natural ground, which is consistent with the previous design. Proposed Use: The applicant plans to construct a building to serve as an office and storage for his construction company. This submittal will permit the new office building, parking for the proposed facility and a detention area. Drainage Considerations: To attenuate the increased run-off generated by the proposed improvements and to ensure that water quality standards are met, we propose to pass all drainage from the parking area through a dry retention system, which will overflow into the adjacent roadside swale. The Dry retention will provide the water quality and attenuation for the project. The control elevation for the project will be the wet season water table established at 1' below natural ground, however the adjacent ditch bottom is 27.0 NAVD `88 and that elevation will be used as the control elevation. Allowable discharge for the S-133 basin is 15.66 CSM for the 25 year -3 day event: Q = 15.6 cfs per square mile * A / 640 Q = 15.6 cfs per square mile * 1.6 / 640 = 0.04 cfs A. Water Quality Water quality treatment is provided by dry detention. Since the proposed water quality system is dry detention for the project, the volume of water quality required since this project discharge into an impaired water basin and with a presumption of compliance with nutrient control by adding an additional 50% to the water quality volume the total water quality volume is see table below. Based on the attached stage storage spreadsheet, the water quality volume see table below is met at elevation see table below. Total water quality required for 150% of the water quality volume is 0.15 ac -ft, however 0.39 ac -ft is provided in dry detention Basin WQ Volume Required Ac -Ft Elevation WQ Volume Met WQ Volume Provided Ac -Ft Onsite 0.15 29.11 0.39 B. Water Quantity This project is located in the C-133Basin which discharges ultimately into Lake Okeechobee as described above. The allowable peak discharge rate in this basin is 15.6 CSM. The allowable peak discharge rate for this project, based on the 25 -year, 72 -hour storm event was calculated and shown below. The actual maximum discharge rate for the 25 -year, 72 -hour storm event was calculated and shown below, which is within tolerance of the maximum allowable peak rate. To demonstrate conformance to this criterion, the proposed project was flood -routed using AdICPR. Allowable Discharge Modeled Discharge Meets Criteria Onsite 1 0.04 CFS 0.322 No, but minimum bleeder The 10 -year, 24-hour storm (5.0") w/ discharge, the 25 year, 72 hour storm (9") w/ discharge, and the 100 year, 72 hour storm (10") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routings for the Lake Node in each Phase is provided as follows: 10 Year. 24 Hr. Storm (5.0„) Peak Stage Peak Rate (ft-NAVD `88) (cfs) 25 Year. 72 hr. Storm f9.0"1 Peak Stage Peak Rate (ft- (cfs) NAVD `88) Onsite 29.22 0.298 29.49 0.322 100 Year. 72 Hr. Storm (10.0„) Peak Stage (ft- NAVD 188) 30.07 Water Use: The proposed potable water for the project will be provided by OUA. The wastewater will be treatment for the project will be provided septic tank. There has been no Consumptive Water Use permit issued nor applied for this project. There are no existing wells onsite. Off -Site Drainage: There is no offsite flow onto this property. Flood Plain Analysis: As shown on the attached FEMA Panel 12093C0450C, the building and proposed parking are located in Zone X (Area of Minimal Flood Hazard). Nutrient AnalXs6so As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the dry detention system in order to meet the nutrient removal requirements. Construction Recommendations: Runoff and/or any water generated by short-term dewatering during construction will be contained on-site. However, there is some potential for transport of sediment to off-site areas should heavy rainfall occur. In order to reduce the potential of any off-site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence around the perimeter of the proposed project until site work has been completed and the site has been stabilized. Conclusions: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off-site and should have no impact on off-site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off-site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. b 516220 516240 516250 Soil Map—Okeechobee County, Florida (Mitchell Hancock New Office) 516280 516300 516320 $ ' i- .. v 270 14' STN gj 516240 51626D 516290 516300 516320 3 Map Scale: 1:1,030 if printed on A portrait (8.5'x 11") sheet W Meters N 0 15 30 60 90 Feet 0 50 100 200 300 Map projection: Web Mercator Gomer coordinates: WGS84 Edge tics: LJTM Zone 17N WGS84 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 516340 516360 3 5163®0 270 15 6'N v F3 i 270 14 59" N 516360 516380 3 2/10/2020 Page 1 of 3 MAP LEGEND Area of Interest (AOI) E] Area of Interest (AOI) Soils 1:24,000. Soil Map Unit Polygons Stony Spot Soil Map Unit Lines 13 Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression * Gravel Pit „ Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Water Features Miscellaneous Water Perennial Water Streams and Canals Rock Outcrop Saline Spot a Sandy Spot Severely Eroded Spot Rails Sinkhole Slide or Slip oa Sodic Spot Soil Map—Okeechobee County, Florida (Mitchell Hancock New Office) MAP INFORMATION FA Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000. Stony Spot Very Stony Spot Warning: Soil Map may not be valid at this scale. Wet Spot Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil �j Other line placement. The maps do not show the small areas of Special Line Features contrasting soils that could have been shown at a more detailed scale. Water Features Streams and Canals Please rely on the bar scale on each map sheet for map measurements. Transportation Rails Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Interstate Highways Coordinate System: Web Mercator (EPSG:3857) US Routes Maps from the Web Soil Survey are based on the Web Mercator Major Roads projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Local Roads Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. Background Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 17, Feb 3, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 2/10/2020 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Okeechobee County, Florida Map Unit Legend Mitchell Hancock New Office Map Unit Symbol I Map Unit Name Acres in AOI Percent of AOI 11 Immokalee fine sand, 0 to 2 2.5 100.0% percent slopes Totals for Area of Interest 2 100.0% USDn Natural Resources Web Soil Survey 2/10/2020 aim Conservation Service National Cooperative Soil Survey Page 3 of 3 3 b �i 516220 27' 15'6" N c� 27° 14 59'N Hydrologic Soil Group—Okeechobee County, Florida (Mitchell Hancock New Office) 516240 516260 516280 516300 516320 516340 516240 516260 516280 516300 515320 3 Map Sole: 1:1,030 if printed on A portrait (8.5" x 11") sheet. Me N ters 0 15 30 60 90 r 0 50 100 200 300 AMap projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey a 516360 516307 27° 156 N 4 4 k =401 515340 516360 8 QV m lir 1 4 27° 14'59'N 516380 3 �i 2/10/2020 Page 1 of 4 Hydrologic Soil Group—Okeechobee County, Florida (Mitchell Hancock New Office) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons Q A A/D 0 B 0 B/D 0 C 0 C/D 0 D 0 Not rated or not available Soil Rating Lines t: t A r r+ A/D B �a B/D a ♦ C ..• C/D D r I Not rated or not available Soil Rating Points 13 A ® A/D ■ B ■ B/D MAP INFORMATION 0 C The soil surveys that comprise your AOI were mapped at 1:24,000. 0 C/D ® D Warning: Soil Map may not be valid at this scale. 0 Not rated or not available Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil Water Features line placement. The maps do not show the small areas of Streams and Canals contrasting soils that could have been shown at a more detailed scale. Transportation Rails Please rely on the bar scale on each map sheet for map ..v Interstate Highways measurements. US Routes Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Major Roads Coordinate System: Web Mercator (EPSG:3857) Local Roads Maps from the Web Soil Survey are based on the Web Mercator Background projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Aerial Photography Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 17, Feb 3, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 2/10/2020 s Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Okeechobee County, Florida Hydrologic Soil Group Mitchell Hancock New Office Map unit symbol I Map unit name I Rating I Acres in AOI I Percent of AOI 11 lmmokalee fine sand, 0 B/D 2.5 100.0% to 2 percent slopes Totals for Area of Interest Description 2.5 I 100.0% Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff., None Specified usim Natural Resources Web Soil Survey 2/10/2020 �� Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Okeechobee County, Florida Tie-break Rule: Higher Mitchell Hancock New Office USDA Natural Resources Web Soil Survey 2/10/2020 Conservation Service National Cooperative Soil Survey Page 4 of 4 27° 15 6"N 270 14 59'N Depth to Water Table—Okeechobee County, Florida (Mitchell Hancock New Office) S 6220 516240 51621SO 516290 516300 515320 516340 516240 516250 516281 515300 516320 3 Map Scale: 1:1,030 if printed on A portrait (8.5 x 11") sheet Mete Nrs 0 15 30 60 90 0 50 100 200 300 k Map projection: Web Mercator Corner coordinates: WG584 Edge tics: UTM Zone 17N WGS84 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey v 27° 14 59' N 516340 516360 516360 3 `v 2/10/2020 Page 1 of 3 a 516360 516380 27° 156"N �i w a F `v ti 516240 516250 516281 515300 516320 3 Map Scale: 1:1,030 if printed on A portrait (8.5 x 11") sheet Mete Nrs 0 15 30 60 90 0 50 100 200 300 k Map projection: Web Mercator Corner coordinates: WG584 Edge tics: UTM Zone 17N WGS84 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey v 27° 14 59' N 516340 516360 516360 3 `v 2/10/2020 Page 1 of 3 Depth to Water Table --Okeechobee County, Florida (Mitchell Hancock New Office) MAP LEGEND MAP INFORMATION Area of Interest (AOI) 0 Not rated or not available The soil surveys that comprise your AOI were mapped at Area of Interest (AOI) Water Features 1:24,000. Soils Streams and Canals Warning: Soil Map may not be valid at this scale. Soil Rating Polygons Transportation Enlargement of maps beyond the scale of mapping can cause 0 0-25 ++-+ Rails misunderstanding of the detail of mapping and accuracy of soil 25-50 line placement. The maps do not show the small areas of Interstate Highways contrasting soils that could have been shown at a more detailed 0 50-100 US Routes scale. Q 100-150 Major Roads Please rely on the bar scale on each map sheet for map 0 150-200 Local Roads measurements. ® > 200 Background Source of Map: Natural Resources Conservation Service 0 Not rated or not available Aerial Photography Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Soil Rating Lines Maps from the Web Soil Survey are based on the Web Mercator 0-25 projection, which preserves direction and shape but distorts . r 25-50 distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more . f 50-100 accurate calculations of distance or area are required. . r 100-150 This product is generated from the USDA-NRCS certified data as 150-200 of the version date(s) listed below. > 200 Soil Survey Area: Okeechobee County, Florida N.Mr Survey Area Data: Version 17, Feb 3, 2020 Not rated or not available Soil map units are labeled (as space allows) for map scales Soil Rating Points 1:50,000 or larger. E 0-25 Date(s) aerial images were photographed: Mar 20, 2015—Mar 0 25-50 21, 2015 13 50-100 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background 0 100-150 imagery displayed on these maps. As a result, some minor ® 150-200 shifting of map unit boundaries may be evident. > 200 USDA Natural Resources Web Soil Survey 2/10/2020 Conservation Service National Cooperative Soil Survey Page 2 of 3 Depth to Water Table Okeechobee County, Florida Depth to Water Table Mitchell Hancock New Office Map unit symbol I Map unit name I Rating (centimeters) I Acres in AOI I Percent of AOI 11 Immokalee fine sand, 0 31 2.5 100.0% to 2 percent slopes Totals for Area of Interest 2.5 100.0% Description "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method. Dominant Component Component Percent Cutoff None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month. December USDA Natural Resources Web Soil Survey 2/10/2020 Conservation Service National Cooperative Soil Survey Page 3 of 3 Mitchell Hancock New Office f -4 � v .jai rMe! I V!L- rrr I U ,wF aPF01 Cd R ft�",Sr- tAO *---` AE7 wrGL '..,.+»-e 4R#�'M4rei4 ,' :i'_a�w..—^a a= lh ou _ 1 i lid 1:11,304 t 0 0.075 0.15 0.3 mi d 0 0.15 0.3 0.6 km jo i � � l� �lY► I ��b �. Y�: I�" i . � � r .tea t, J_, ys� t' y�i�• __ � l M o�atn rdlii Su 4a is February 10, 2020 This map Is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the Wetlands F-1 Freshwater Emergent Wetland Lake base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Estuarine and Marine Deepwater ■ Freshwater Forested/Shrub Wetland Other Wetlands Mapper web site. Estuarine and Marine Wetland Freshwater Pond Riverine National Wetlands Inventory (NWI) This page was produced by the NWI mapper > NW 22ND LN Q NW 21ST LN + z MAP SCALE 1" = 1000' NW 23RD LN m> 500 0 1000 2000 FEET METE NW 20TH LN ILL a W 17TH ST NE 19TH DR IS ZONE z NW 16TH ST F _(EL 16)= � Y NW 15TH ST i ?" y ZONE i4 AF5574 . l NW 13TH ST - NW 13TH ST DG4291 NW 12TH ST NW 12TH ST NE 12TH ST W NW 11TH ST ¢ NW 11TH ST Q 100 ZONE AE NW 10TH ST z NW 10TH ST 441 (EL 16) 16 F Taylor Creek z L-1 � Project site Lower AF5573 E p RAILROAD W 7TH CT S PANEL 0480 FLOODING EFFECTS 710000 FT FROM TRIBUTARIES FLOWING TO S-133 CITY OF OKEECHOBEE 120178 [tits Is an otticial copy of a portion otthe above reterenced flood map. It was extracted using F-MITOn-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov PANEL 0415C FIRM FLOOD INSURANCE RATE MAP o OKEECHOBEE COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 415 OF 650 a (SEE MAP INDEX FOR FIRM PANEL LAYOUT) 113 CONTAINS' COMMUNITY NUMBER PANEL SUFFIX OKEECHOBEE, CITY OF 120178 0975 C OKEECHOBEE COUNTY 120777 0475 C Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be a used on insurance applications for the subject community. MAP NUMBER ® a^F,� 12093CO415C a� EFFECTIVE DATE Ft'IND SF•�4 JULY 16, 2015 Federal Emergency NtanagementAgency [tits Is an otticial copy of a portion otthe above reterenced flood map. It was extracted using F-MITOn-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov Chapter 2 Estimating Runoff Table 2-2a Runoff curve numbers for urban areas; Cover description Cover type and hydrologic condition Fully developed urban areas (vegetation established) Technical Release 55 Urban Hydrology for Small Watersheds Curve numbers for hydrologic soil group Average percent impervious area?( A B C D Open space (lawns, parks, golf courses, cemeteries, etc.) a: Poor condition (grass cover < 500/6) .......................................... Fair condition (grass cover 50% to 75%) .................................. Good condition (grass cover > 75%) ......................................... Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of-way)............................................................. Streets and roads: Paved; curbs and storm sewers (excluding right-of-way)................................................................................ Paved; open ditches (including right-of-way) .......................... Gravel (including right -of -way) ................................................. Dirt (including right -of -way) ...................................................... Western desert urban areas: Natural desert landscaping (pervious areas only) -V ..................... Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 24nch sand or gravel mulch andbasin borders)...................................................................... Urban districts: Commercial and business................................................................. Industrial............................................................................................. Residential districts by average lot size: 1/8 acre or less (town houses).......................................................... 1/4 acre................................................................................................ 1/3 acre................................................................................................ 1/2 acre................................................................................................ 1 acre................................................................................................... 2 acres.................................................................................................. Developing urban areas Newly graded areas (pervious areas only, no vegetation) ii/................................................................ Idle lands (CN's are determined using cover types similar to those in table 2-2c). 77 86 91 94 1 Average runoff condition, and I. = 0.2S. 2 The average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 2-3 or 2-4. 3 CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. 4 Composite CN's for natural desert landscaping should be computed using figures 2-3 or 2-4 based on the impervious area percentage (CN = 98) and the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. 5 Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 211 based on the degree of development (impervious area percentage) and the CN's for the newly graded pervious areas. (210 -VI -TR -55, Second Ed., June 1986) 2-5 68 79 86 89 49 69 79 84 39 61 74 80 98 98 98 98 98 98 98 98 83 89 92 93 76 85 89 91 72 82 87 89 63 77 85 88 96 96 96 96 85 89 94 95 72 81 88 91 93 65 77 85 90 92 38 61 75 83 87 30 57 72 81 86 25 54 70 80 85 20 51 68 79 84 12 46 65 77 82 77 86 91 94 1 Average runoff condition, and I. = 0.2S. 2 The average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 2-3 or 2-4. 3 CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. 4 Composite CN's for natural desert landscaping should be computed using figures 2-3 or 2-4 based on the impervious area percentage (CN = 98) and the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. 5 Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 211 based on the degree of development (impervious area percentage) and the CN's for the newly graded pervious areas. (210 -VI -TR -55, Second Ed., June 1986) 2-5 Streamline Paving, Inc. No. 2018-046 Drainage Calculations Basin Information For: Total Basin Area Native Area Wetland Buffer / Preserve Mitchell Hancock Construction, LLC = 1.60 ac 0.00 ac 0.00 ac Total Basin Area (water quality) = 1.60 ac Impervious Area Storage Type Area ac. RooftineBldg. = 0.12 ac Wetland - 0.00 ac Lakes = 0.00 ac Pavement/Sidewalk = 0.41 ac Total Impervious Area = 0.53 ac Pervious Area 0.00 0.00 Dry Detention = 0.25 ac Green = 0.82 ac Total Pervious Area = 1.07 ac Percent Impervious = 33.1% 0.15 Adjusted Soil Storage = 0.68 in Calculated SCS Curve Number = 88 Time of Concentration = 10.00 min Water Quality Calculation 0.37 0.45 I" treatment x Project Area = 0.13 ac -ft Runofffrom 2.5"x % net Impervious - SFWMD criteria = 0.09 ac -ft Required Water Quality Volume = 0.13 ac -ft Impaired Water body multiplier = 1.13 1.5 Adjusted Required Water Quality Volume = 0.15 ac -ft 0.5 Water quality stage (0.075 ac -ft) = 28.95 ft-NGVD Water Quality Stage = 29.11 ft-NGVD Stage Storage Calculations for Basin Mitchell Hancock Construction, LLC Land use Category Storage Type Area ac. From Elev. To Elev. 27.00 27.50 28.00 28.50 Cumulative Sta a -Stora a ac -ft 29.00 29.50 30.00 30.50 31.00 31.50 32.00 Buildings Vertical 0.12 32.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dry Detention Bottom Vertical 0.15 28.50 0.00 0.00 0.00 0.00 0.07 0.15 0.22 0.30 0.37 0.45 0.52 Dry Detention Slopes Linear 0.10 28.50 30.00 0.00 0.00 0.00 0.00 001 0.03 0.08 0.13 0.18 0.23 0.28 Wet Detention Bottom Vertical 0.00 15.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Wet Detention Slopes Linear 0.00 15.50 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pavement Linear 0.41 29.50 1 30.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.31 0.51 0.72 0.92 Green Linear 0.82 29.00 1 29.50 0.001 0.00 0.00 0.001 OMI 0.211 0.621 1.03 1.441 1.851 2.26 Total. 1.60 1 Totals: 1 0.001 0.001 0.001 0.001 0.081 0391 1.021 1.761 2.501 314 3.98 3/1912020 F:12019-042 Mitchell Hancock New Office\04-Calcst2019-042 site info - 20200316.xis . t• Mitchell Hancock Construction - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR Model ___= Basins --------------------------- 0.00 Name: Onsite 0.0000 Node: Onsite Status: Onsite Group: BASE 0.3900 Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: 3.2400 Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 1.600 Time Shift(hrs): 0.00 Curve Number: 88.00 Max Allowable Q(cfs): 999999.000 DCIA(8): 0.00 Nodes=--------------------------------------------- Name: Offsite Base Flow(cfs): 0.000 Init Stage(ft): 27.000 Group: BASE Warn Stage(ft): 29.500 Type: Time/Stage Time(hrs) Stage(ft) 0.00 27.000 72.00 27.000 125.00 27.000 500.00 27.000 ------------------- Name: Onsite Group: BASE Type: Stage/Volume Stage(ft) Volume(af) Base Flow(cfs): 0.000 Init Stage(ft): 27.000 Warn Stage(ft): 29.500 27.500 0.0000 29.000 0.0800 29.500 0.3900 30.000 1.0200 30.500 1.7600 31.000 2.5000 31.500 3.2400 32.000 3.9800 32.500 4.7800 -------------------------------------------------------------- ___= Drop Structures Name: CS -1 From Node: Onsite Group: BASE To Node: Offsite UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 18.00 18.00 Rise(in): 18.00 18.00 Invert(ft): 24.000 24.000 Manning's N: 0.025000 0.025000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure CS -1 *** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 24.00 Rise(in): 36.00 *** Weir 2 of 2 for Drop Structure CS -1 *** Length(ft): 34.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: None Entrance Loss Coef: 0.500 Exit Loss Coef: 0.900 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 29.500 Control Elev(ft): 29.500 TABLE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 3 . t• Mitchell Hancock Construction - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR Model Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Span(in): 3.00 Rise(in): 3.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 27.500 Control Elev(ft): 27.500 TABLE ----------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------ ___= Breaches _______________----------------------------------------------- ----------------------------------------------------------------------------------------- Name: From Node: Count: 1 Group: BASE To Node: Flow: Both Bottom Width(ft): 0.00 Water Surface Elev(ft): 0.000 Left Side Slope(h/v): 0.00 Breach Duration(hrs): 0.00 Right Side Slope(h/v): 0.00 Power Coef: 0.00 Bottom Breach Elev(ft): 0.000 Weir Discharge Coef: 0.000 Top Breach Elev(ft): 0.000 ------------------------------------------------------------------------------------------ ___= Hydrology Simulations Name: 100YR3D Filename: F:\2019-042 Mitchell Hancock New Office\04-Calcs\2019-042 ICPR\sims\100YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00 Time(hrs) Print Inc(min) --------------- --------------- 50.000 10.00 100.000 5.00 --------------------------------------------------------------------------------------------- Name: 10YRID Filename: F:\2019-042 Mitchell Hancock New Office\04-Calcs\2019-042 ICPR\sims\10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) --------------- --------------- 10.000 10.00 24.000 5.00 100.000 10.00 --------------------------- ------ Name: 25YR3D Filename: F:\2019-042 Mitchell Hancock New Office\04-Calcs\2019-042 ICPR\sims\25YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) ------------------------------ 50.000 10.00 100.000 5.00 400.000 10.00 ----------------------------------------------------------------------- ___= Routing Simulations Name: 100YR3D Hydrology Sim: 100YR3D Filename: F:\2019-042 Mitchell Hancock New Office\04-Calcs\2019-042 ICPR\sims\100YR3D.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 3 • 4• Mitchell Hancock Construction - Drainage Calculations, City of Okeechobee, FL Input Report for AdICPR Model Time(hrs) Print Inc(min) --------------- --------------- 50.000 120.000 100.000 120.000 Group Run --------------- ----- BASE Yes --------------------------------------------------------------------------------------------- Name: 10YRlD Hydrology Sim: 10YRlD Filename: F:\2019-042 Mitchell Hancock New Office\04-Calcs\2019-042 ICPR\sims\10YR1D.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 10.000 120.000 24.000 120.000 100.000 120.000 Group Run --------------- ----- BASE Yes --------------------------------------------------------------------------------------------- Name: 25YR3D Hydrology Sim: 25YR3D Filename: F:\2019-042 Mitchell Hancock New Office\04-Calcs\2019-042 ICPR\sims\25YR3D.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 400.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- 50.000 -------------- 120.000 100.000 120.000 400.000 120.000 Group --------------- Run ----- BASE Yes Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 3 Mitchell Hancock Construction - Drainage Calculations, City of Okeechobee, FL Basin Summary Report for AdICPR Model Basin Name: Onsite Group Name: BASE Simulation: 100YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.600 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 6.872 Runoff Volume (in): 8.528 Runoff Volume (ft3): 49532.480 Basin Name: Onsite Group Name: BASE Simulation: 10YRlD Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 5.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.600 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 4.074 Runoff Volume (in): 3.668 Runoff Volume (ft3): 21301.924 Basin Name: Onsite Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 9.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.600 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 6.144 Runoff Volume (in): 7.545 Runoff Volume (ft3): 43822.962 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Mitchell Hancock Construction - Drainage Calculations, City of Okeechobee, FL Node Maximum Report for AdICPR Model Max Max Time Max Inflow Outflow Outflow cfs hrs cfs 0.000 0.00 0.000 6.851 0.00 0.000 0.298 0.00 0.000 3.990 19.35 0.298 0.322 0.00 0.000 6.120 62.91 0.322 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 r-, Max Time Max Warning Max Delta Max Surf Max Time Name Group Simulation Stage Stage Stage Stage Area Inflow hrs ft ft ft ft2 hrs Offsite BASE 100YR3D 0.00 27.000 29.500 0.0000 0 0.00 Onsite BASE 100YR3D 73.01 30.065 29.500 -0.5000 60299 60.00 Offsite BASE 10YRlD 0.00 27.000 29.500 0.0000 0 19.35 Onsite BASE 10YRlD 19.35 29.216 29.500 -0.5000 26033 12.08 Offsite BASE 25YR3D 0.00 27.000 29.500 0.0000 0 62.91 Onsite BASE 25YR3D 62.91 29.986 29.500 -0.5000 90205 60.00 Max Max Time Max Inflow Outflow Outflow cfs hrs cfs 0.000 0.00 0.000 6.851 0.00 0.000 0.298 0.00 0.000 3.990 19.35 0.298 0.322 0.00 0.000 6.120 62.91 0.322 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 r-, I; Mitchell Hancock Construction - Drainage Calculations, City of Okeechobee, FL Link Maximum Report for AdICPR Model Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft CS -1 BASE 100YR3D 0.00 0.000 0.000 0.00 0.000 0.00 0.000 CS -1 BASE 10YRlD 14.35 0.298 -0.001 14.35 29.216 0.00 27.000 CS -1 BASE 25YR3D 62.91 0.322 -0.001 62.91 29.486 0.00 27.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 April 3, 2020 City of Okeechobee 55 SE 3r° Avenue Okeechobee, FL 34974 Subject: Mitchell G. Hancock Contractor's Office Traffic Statement Dear Mr. Smith: Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation statement for the above referenced facility. The project is to construct a contractor's office on a vacant parcel. This analysis was based on a spreadsheet distributed by the Florida Department of Transportation, which is based on the Institute of Transportation Engineers (1TF) Trip Generation Manual (31 Edition). The results indicate the proposed 1.6 acre Contractor's Office (Light industrial) (FTE: code 11€)) generates 33 total daily trips with 5 PM peak hour trips with 1 being in and 4 being out. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering Steven L. Do lbs. n r President 8lglftJlff/P CC: Mitchell peacock o® N [ -',eEr File ® Cf=�v '0 Stevant.,Oobb o b � ASR' A. AJA , r 1062 Jakes `,Nav, Ok.ee d i .Zbee. F _ 3-1974 Phone., (8630) 824 7635-44. .0 cU: (863) 634-0 -1 =r Email: sdobbseQs evedobbsengineering.com Website: v�+;nrw.Sse'reDo sE � +reer,:�y.c✓rT .P�.3 O Instructions: Enter Numbers Into the "Expected Units" In the Corresponding Yellow Column Description / ITE Code Trip Generation Rates from the 8th Edition ITE Trip Generation Report NA: Not Available KSF 2: Units of 1, 000 square feet DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Expected Units Rate Weekday PM Peak % PM % PM (independent Calculated PM Peak Units Dally Traffic Period Rate In Out variable) Dally Trips Trips - Total PM In PM Out Notes Waterport/Marine Terminal 010 Commercial Airport 021 Commercial Airport 021 Commercial Airport 021- General Aviation Airport 022 Berths Employees Avg Flights/Day Com. Flights/Day Employees 171.52 13.40 104.73 122.21 -1-42-4- NA 0.80 5.75 6.88 1.03 NA 54% 56% 5 45% NA 46% 44%1 46% 55% 0 0 0 0 0 NA j o 0 0 0 NA NA NA NA NA NA NA NA NA NA General Aviation Airport 022 Avg. Flights/Day 1.97 NA NA NA 0 NA NA NA General Aviation Airport 022 Based Aircraft 5.00 -0.37 45% 55% 0 0 NA NA Truck Terminal 030 Park&Ride wl Bus Service 090 Park&Ride wl Bus Service 090 Light Rail Station wl Park 093 Light Rail Station wl Park 093 Acres Parking Spaces Occ. Spaces Parking Space Occ. Spaces 81.90 4.50 962 251 3.911 6.55 0.62 0.81 1.24 - 1.33 43% 22% 28% 58% 58% 57% 78% 72% 42%. 42% 0 0 0 0 0 0 0 0 0 0 NA NA NA NA NA NA Caution- Only 3 Studies _NA_ NA - NA _NA General Light Industrial 110 KSF' 6.971 0.97 12% 88% 47 33 5 1 4 General Light Industrial 110 Employees 3.02 0.42 21% 79% 0 0 NA' NA General Heavy Industrial 120 General Heavy Industrial 120 KSF Employees 1.50 0.82 0.68 0.88 NA NA NA NA 0 0 0 0 NA NA NA I Caution -Only 3 Studies. NAI Industrial Park 130 KSF' 6.96 0.86 21% 79% 0 0 NA NA Industrial Park 130 Employees 3.34 0.46 20%, 80% 0 0 1 NA NA Manufacturing 140 KSF' 3.82 0.74 36% 64% 0 0 NA NA Manufacturing 140 Employees 2.13 0.36 44% 56% 0 0 NA NA Warehousing 150 K SF- 3.561 0.32 25% 75% 0 0 NA NA Warehousing 150 Employees 3.89 0.59 35% 65% 0 0 NA NA Mini Warehouse 151 KSF' 2.50 0.26 51% 49% 0 0 NA NAI Mini Warehouse 151 Storage Units 0.25 0.02 NA NA 0 0 NA NA Mini Warehouse 151 Employees 61.90 6.04 52%, 48% 0 1 0 NA NA High -Cube Warehouse 152 KSF' 1.44 0.10 33% 67% o 0 NA NA High -Cube Warehouse 152 Employees NA 0.66 35% 65% 0 0 NA NA Utilities 170 KSF NA 0.76 45% 55% 0 0 NA NA Utilities 170 Employees NA 0.76 90% 10% 0 0 NA NA Single Family Homes 210 DU 9.57 1.01 63% 37% 0 0 NA NA Single Family Homes 210 Vehicles 6.02 0.67 66% 34% 0 0 NA l NA Apartment 220 DU 6.65 0.62 65% 35% 0 0 NA NA Apartment 220 Persons 3.31 0.40 NA NA 0 0 NA NA Apartment 220 Vehicles 5.10 0.60 NA NA 0 0 NA NA Low Rise Apartment 221 Occ.DU 6.59 0.58 65% 35% 0 0 NA NA High Rise Apartment 222 DU 4.20 0.35 1310/0 39% 0 0 NA INA Mid -Rise Apartment 223 DU NA l 0.39 58% 42% 0 0 NA NA Rental Townhouse 224 Resd. CondofFownhouse 230 DU DU NA J 5.81 0.72 0.52 51% 67% 49% 33% 0 0 0 0 NA NA NA 1 Caution- Only 1 Study. NA l Resd. Condo/Townhouse 230 Persons 2.49 0.24 67%. 33% 0 - 0 NA NA Low Rise Resd. Condo 231 DU NA 0.78 58% 42% 0 0 NA NA High Rise Resd. Condo 232 DU 4.18 0.38 62% 38% 0 0 NA NA Luxury Condo/Townhouse 233 Occ. DU NA 0.55 63% 37% 0 1 0 NA NA Mobile Home Park 240 DU 4.99 0.59 62% 38% 0 0 NA _NA Mobile Home Park 240 Persons 2A6 016 63% 37% 0 0 NA NA Retirement Community 250 DU NA 0.27-- 56% 44% 0 0 1 NA NA Caution- Only I Study Elderly Housing -Detached 251 DU 3.711 0.27 61% 39% 0 0 NA NA Caution- Only 1 Study. Congregate Care Facility 253 Occ.DU 2.15 0.17 56% 44% 0 0 NAI NA Caution- Only 2 Studies Elderly Housing- Attached 252 Occ.DU 3.48 0.16 60%1 40% T_ 0 NA NA Caution- Only 4 Studies Recreational Homes 260 DU 316 0.26 41% 59% 0 0 NA NA Residential PUD 270 DU 7.50 0.62 65% 35% 0 0 _NA NA Hotel 310 Occ. Room 8.92 070 49% 51% 0 0 NA NA Hotel 310 Rooms 8.17 0.59 53% 47%. 0 0 NA NA Hotel 310 Employees 14.34 0.80 54% 46%1 0 0 NA NA All Suites Hotel 311 Occ.Room 6.24. 0.55 42% 58% 0 0 NA NA Caution- Only 4 Studies All Suites Hotel 311 Rooms 4.90 0.40 45% 55% 0 0 NA NA Business Hotel 312 Occ. Room 7.27 0,62 60% 40% 0 0 NAI NA 1 Caution -Only 4 Studies Business Hotel 312 Employees 72.67 7.60 60% 40% 0 0 NA l NAI Mote, 32 Occ.Room 9.11 0.58 530/6 47% 0 0 NAI NAI IMotel 320 Rooms 563 0.471 54% 46% 0 0 NA NA IMotel 320 Employees 12.81 0.731 54% 46% 0 _0 NA NA Staff Report Site Plan Review: Address: NW 7t" Street Description: Contractor Office & Warehouse Prepared for. The City of Okeechobee Applicant: Mitchell G. Hancock, Inc Petition No.: 20 -004 -7 -RC I Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC General Information Applicant Mitchell G. Hancock, Inc Owner .. Applicant Address ' 203 >W 4th Street Okeechobee, FL 34974 Applicant Email Address Site Address NW 71h Street Lots 11-20, Block 62 Parcel Identification 3-15-37-35-0010-00620-0110 Contact Person Steven L. Dobbs Contact Phone Number 863.634.0194 Contact Email Address sdobbs@stevedobbsengineering.com For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at https://www.citVofokeechobee.com/agf�ndas.htm1. Future Land Use, Zoning and Existing Use Future Land Use Zoning Use of Property Acreage Existing Industrial Industrial Vacant 1.6 acres Proposed Industrial Industrial Contractor Office 1.6 acres The subject property is 1.6 vacant acres located in the 500 block of NW 7th Street. This property was recently approved under application 20 -003 -SSA for a small scale future land use map amendment to change the future land use from Single Family Residential to Industrial. The property is currently zoned Industrial. The applicant is proposing to construct a building containing a 1,400 square foot contractor office, a 2,227 square foot warehouse and a 1,080 square foot covered area. Parking and water management areas are also included. LaKuc k tannijig Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC Single Family Residential and Industrial Industrial Industrial Single Family Residential Industrial Vacant Single Family Residential Residential Multiple Family Single Family Residences Single Family Residential Industrial Vacant ' Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. POTABLE WATER AND SANITARY SEWER: Potable water will be provided by the Okeechobee Utility Authority. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sf) to the 3,627 square feet of building floor area indicates a demand of about 544 gallons of potable water per day. This potential increase is relatively small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: Proposed drainage improvement features are depicted on plan sheet titled Paving, Grading & Drainage Plan. A Water Management Report has also been submitted. TRAFFIC GENERATION, ACCESS, EGRESS, AND INTERNAL CIRCULATION: TRAFFIC GENERATION: The applicant submitted a traffic impact statement estimating that the 1.6 acres of light industrial use is expected to generate 33 total daily trips, with 5 of those trips being during the PM peak hour. Staff agrees with this estimate. L�K�= 2 s$�nq Future Land Use North Zoning Existing Use Future Land Use East Zoning Existing Use Future Land Use South Zoning Existing Use Future Land Use West Zoning Existing Use Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC Single Family Residential and Industrial Industrial Industrial Single Family Residential Industrial Vacant Single Family Residential Residential Multiple Family Single Family Residences Single Family Residential Industrial Vacant ' Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. POTABLE WATER AND SANITARY SEWER: Potable water will be provided by the Okeechobee Utility Authority. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sf) to the 3,627 square feet of building floor area indicates a demand of about 544 gallons of potable water per day. This potential increase is relatively small and should have no effect upon the available capacities of OUA's potable and wastewater treatment facilities. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It's reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: Proposed drainage improvement features are depicted on plan sheet titled Paving, Grading & Drainage Plan. A Water Management Report has also been submitted. TRAFFIC GENERATION, ACCESS, EGRESS, AND INTERNAL CIRCULATION: TRAFFIC GENERATION: The applicant submitted a traffic impact statement estimating that the 1.6 acres of light industrial use is expected to generate 33 total daily trips, with 5 of those trips being during the PM peak hour. Staff agrees with this estimate. L�K�= 2 s$�nq Staff Report Site Plan Review ACCESS AND EGRESS: Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC The plans indicate that asphalt will be added to extend NW 6th Ave an additional 320 feet north from the intersection of NW 6th Ave and NVV 7th St. Three ingress/egress locations are proposed along that right-of-way on NW 6th Ave; one for the standard vehicle parking area, one in front of the warehouse and one leading to a crushed shell yard adjacent to the covered area. INTERIOR CIRCULATION: Internal circulation seems adequate. SERVICE VEHICLE ACCESS AND EGRESS: A. Fire Truck The appropriateness of this plan will be addressed by the Fire Chief. B. Loading Zone No designated loading space is required for structure under 5,000 square feet in floor area. C. Dumpster Location and Trash Collection No dumpster enclosure is depicted on the plans. The railway runs along the north property line and existing industrial uses lie to the north of that. The vacant properties to the east and west are zoned industrial and also have the railway running along their northern property lines. There are single family residences to the south, though the plans depict a proposed buffer of trees, shrubs and a drainage area between the proposed structures and the southern property line. Compliance with Land Development Oodes Regulation Required Provided Min front yard setback 25' 103' (NW Th St) §90-345(2) Min 2nd front yard setback (NW 61h Ave) 75% of FY setback = 18.75' 52.5' §90-345(2) 90-447 Min side yard setback 15' 36' §90-345(2) Min rear yard 40' abutting residential zoning setback district 290 §90-345(2) 3 Planning Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC Regulation Required Provided Max lot 50% 6.7% coverage §90-345(3) 69,825 x 0.5 = 34.935 sq ft 4,707 sq ft Max impervious surface 85% In compliance §90-345(3) Max height 45' 23.5' §90-345(4) Min parking space dimensions 9' by 20' 10' by 20' 90-511 b Min ADA parking space dimensions 12' by 20'w/ a 5' wide access aisle 12' by 20'w/ a 5' wide access aisle FL Accessibility Code §502 Min Loading space10' by 30' w/14' vertical clearance N/A. No loading spaces provided or dimensions required 90-511 c Min driveway width 24' for spaces 750 to 900 24' 90-511 (d)(2) Paving Each parking and loading space In compliance §90-511(e)(1) shall be paved Each parking or loading space shall Parking and open directly onto a driveway that is loading space not a public street, and each In compliance layout parking space shall be designed to §90-511(e)(2) permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Pedestrian spaces shall be designed so that oriented design pedestrians moving between In compliance §90-511(e)(3) parking areas and buildings are not unreasonably exposed to vehicular traffic areas. Paved pedestrian walks shall be Pedestrian provided along the lines of the most walks intense use, particularly between Provided §90-511(e)(4) building entrances to streets, parking areas, and adjacent buildings. Loading space Loading facilities shall be identified N/A. No loading spaces provided or identification as to purpose and location when not required §90-511(e)(5) clearly evident. L.Kuc ptzrip ng Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC Regulation Required Provided Min parking No parking space accessed via a space setback driveway from a public road shall be In compliance §90-511(e)(6) located closer than 20 feet from the right-of-way line of said public road. 1 per 1,000 sq ft of warehouse floor Min number of area parking spaces 1 per 300 sq ft of office floor area §90-512(5) 7 parking spaces §90-512(6) 2,227 + 1,000 = 2.2 §90-512(2) 1,400 + 300 = 4.7 2.2 + 4.7 = 7 parking spaces Min number of ADA parking For facilities with 1 - 25 parking spaces spaces, at least 1 must be ADA 1 ADA parking space provided Florida Accessibility Code space 208.2 Min number of No loading spaces required for Loading spaces structures under 5,000 square feet. 0 loading spaces 90-513 2 1 tree and 3 shrubs/3,000 sf of lot 23 new trees Min area. 1 existing tree and 3 existing Landscaping cabbage palms §90-532 69,825 sf + 3,000 = 23 trees and 70 shrubs required 69 new shrubs Landscaping 18 sq ft of landscaping required per for parking and required parking space. In compliance vehicular use areas 18 x 7 = 126 sq ft 90-533 1 Landscaping One tree per 72 sf of required for parking and vehicular use area landscape p 6 trees in landscape area areas 126 + 72 = 2 trees §90-533(2) Landscaping for parking and Two feet of landscaping required vehicular use between buildings and vehicular use Not in compliance areas areas. 90-533 4 Landscaping for parking and Min. dimension of landscaped areas vehicular use must not be less than 4' except In compliance areas adjacent to on-site buildings. §90-533(5) LaK%- ptanning Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC Regulation Required Provided One landscaped island at least 5' by Landscaping 15' w/at least one tree must be for parking and provided for each 10 required In compliance vehicular use parking spaces w/ a maximum of 12 areas uninterrupted parking spaces in a §90-533(6) row. Landscaping The remainder of a parking for parking and landscape area shall be landscaped Not indicated vehicular use with grass, ground Cover, or other areas landscape material. 90-533 7 Landscape 10' minimum width of street frontage Incompliance buffer areas buffers 90-534 1 Landscape 2' minimum width of property line In compliance buffer areas buffers 90-534 1 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 142.5 linear ft of frontage on NW 71h In compliance St requires 1,425 sf of landscaped area and 5 trees and 14 shrubs 396 linear ft of non driveway Landscape frontage on NW 6"' Ave requires Only 10 trees and 20 shrubs buffer areas 3,960 sf of landscaped ,area and 13 provided §90-534(2) trees and 40 shrubs 142.5 linear ft of north property line 0 trees and shrubs provided requires 285 sf of landscaped area and 1 tree and 3 shrub; 490 linear ft of east property line 1 tree and 0 shrubs provided requires 980 sf of landscaped area and 3 trees and 10 shrubs Landscape Trees may be planted in clusters, buffer areas but shall not exceed 50 feet on In compliance §90-534(3) centers abutting the street. The remainder of a landscape buffer Landscape landscaped with shall be , rass p g Not indicated buffer areas ground cover, or other landscape §90-534(4) material Species When more than ten trees are diversification required to be planted, two or more Species not indicated §90-538(c) species shall be used. L -K-- 6 of annilrtg Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC Regulation Required Provided Trees and shrubs shall not be Tree spacing planted in a location where at their from utility maturity they would interfere with In compliance structures utility services (in accordance with §90-538(d) §90-543). Trees should maximize the shading Shade of pedestrian walks and parking In compliance §90-538(e) spaces. Landscaping shall be protected from Landscape area vehicular encroachment by means Not indicated for east landscape barriers of curbs, wheel stops, walks or island §90-538(g) similar barriers. At least 75 percent of the total number of plants required shall be state native very drought tolerant species as listed in the South Drought Florida Water Managennent District tolerance Xeriscape Plant Guide. However, Species not indicated §90-540(b) when a landscape irrigation system is installed, at least 75 percent or the total number of plants required shall be state native moderate or very drought tolerant species. Trees shall be at least ten feet high Min tree size and two inches in diameter Tree size not indicated §90-540(c) measured four feet above ground level at the time of planting. Prohibited Species listed in 90-542 shall not p § Species not indicated species be planted. 90-542 No sidewalks provided. However, there are no existing sidewalks Sidewalks Sidewalks required adjacent to right- along NW 7`" St in the vicinity of this § 78-36(a)(1) of -way property. The public works director will address the appropriateness of requiring sidewalks for this project. All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum of one-half horizontal foot-candle power of Photometric plan provided which Lighting artificial lighting. Lighting, when demonstrates adequate illumination § 78-71(a)(5) provided, shall be directed away of the parking area. from public streets and residential areas and shall not be a hazard or distraction to motorists traveling a street. {� 7 planning Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC Based on the foregoing analyses, we recommend the applicant submit a landscape plan which meets the requirements of City Land Development Code Chapter 90, Article IV, Division 4 which addresses the deficiencies outlined above prior to issuance of a building permit. Submitted by: b 5- i Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: May 12, 2020 TRC Hearing date: May 21, 2020 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs L.K-. $ planniing Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC FUTURE LAND USE Subject Site and Environs N.W. 10 TH ST l 11 '1o�s 16 7 6 s J 9 Ix �1.... 7J�12 1 o s 6 7 a S 4 3 2 16 s 1. 13 1x n 10x +2LLL 13 � i i 5 15 17 18 /0 2021 221 23' 21 25 2614 is 16 17 18 t9 20 21 22 23 24 2S 25 17 f8 is 20 8 18 N.W. 9 TH ST 2 ` 12�10to 15 t! 134J� M —2 -- t3..._... i t0 9 8 7 8 5 4 3 2 1 19 12 71 0 8 1 B� 5 . 3 2 1 s , FI F Is P8. 1 22123 z4 2s C 14 16 1e tt 18 1s CSX TRAN -- �ORTATION, INC RAILRC 2 5. 3 2 1 6 5. 3 2 1 a 5 4 3 2 1 6: 5 4 3 2 1 Q ] 2 1 e.7��I—n tz e s 1n 11 a - o�19 � �10f 1112 7 8 0 7 8 10 72 Z 7 8 8 /0T1iI2 1 W N. W. STH ST z +4 I I _ I- 0- 0 _/q 2 ___ S 3 1 21 4 5 4 3 2 1 6 S, 4 3 2 1 � 7 Q - 5 8 11tollt'.12 7 6 9 0 1 o 0 6 9 LAND USE CLASSIFICATIONS loLline SINGLE - FAMILY RESIDENTIAL MIXED USE RESIDENTIAL - MULTI - FAMILY RESIDENTIAL - COMMERCIAL INDUSTRIAL - PUBLIC FACILITIES EASEMENT - - RAILROAD CENTERLINE - -- - HOPKINS MEANDER LINE UNINCORPORATED _ . N. W. STH ST - 2g- 2a 2 2 22 3 3 W =3 S f26 3 3 gyZ 1- a is ,p '115 �18 N e — o_ 9 e e V11e 9 Z y9 o6 a i Z_ 1 to .�.10 1n 10 ._ .D t0 20 I 10 20 N. W. 7 TH ST 2 5. 3 2 1 6 5. 3 2 1 a 5 4 3 2 1 6: 5 4 3 2 1 Q ] 2 1 e.7��I—n tz e s 1n 11 a - o�19 � �10f 1112 7 8 0 7 8 10 72 Z 7 8 8 /0T1iI2 1 W N. W. STH ST z +4 I I _ I- 0- 0 _/q 2 ___ S 3 1 21 4 5 4 3 2 1 6 S, 4 3 2 1 � 7 Q - 5 8 11tollt'.12 7 6 9 0 1 o 0 6 9 LAND USE CLASSIFICATIONS loLline SINGLE - FAMILY RESIDENTIAL MIXED USE RESIDENTIAL - MULTI - FAMILY RESIDENTIAL - COMMERCIAL INDUSTRIAL - PUBLIC FACILITIES EASEMENT - - RAILROAD CENTERLINE - -- - HOPKINS MEANDER LINE UNINCORPORATED Staff Report Site Plan Review 40 45 64 63 70 71 97 Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC ZONING Subject Site and Environs 39 38 37 N.W. 9 TH S- .46 ., .M 47 =� .-_? '9 ° CSX TRANSPORTATION, INC RAILROAL p, q n v. . ,. f M. 1: _ :� 60, ; Staff Report Site Plan Review Applicant: Mitchell G. Hancock, Inc Petition No. 20 -004 -TRC EXISTING LAND USE Subject Site and Environs As ASK NYl,I11 til _ ACR r d 1 —JL WI -- SLC,-. ;. �.,` 1 awl' • 84 iL 4 1 r1 �!A!t �r'7i r • •Fi�y 62; 73d!, 1b IL dL t*lj tlSt' ro �. AM dW .. rr..�..r.M y,. w,.�.rr.10�- .i'�.. ♦.r.• r•-�.;++T�-17 .� t''`�. —111Y ! 11'•.1 r P ate. LPK� 11 F��+9