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HomeMy WebLinkAboutItem #08 Raynor Shine Recycling Solutions LLC - Preliminary/Final Site Plan ice c of Good z O AGENDA ITEM COVER SHEET Meeting Date: October 02, 2012 Item # Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: Ext. 1018 City Manager: Subject: Raynor Shine Recycling Solutions LLC Preliminary/Final Site Plan Project# LS -2 012 Commission District #3 — Rusty Johnson Background Summary: The proposed site is approximately 9.85 acres in size and is located on the west side of Ocoee - Apopka Road, across from the West Orange Girls Club. The future land use designation is Light Industrial with an 1 -1 (light industrial) zoning designation. The applicant is proposing a yard waste and land clearing debris recycling facility on the site. A Development Agreement was approved by the City Commission on November 18, 2003, which provides conditions for the development of the subject property. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcel: Direction Future Land Use Zoning Existing Land Use Classification North Low Density Orange County Citrus Single Family Residence, vacant Residential Rural parcel East Low Density Orange County West Orange Girls Club Residential Citrus Rural South Light Industrial City of Ocoee 1 -1 Single Family Residence West Low Density Orange County Citrus Vacant Parcel Residential, Rural Conservation / Floodplain The subject site currently contains site plan approval for the West RV and Boat Storage. The owner /applicant intends to keep the option for developing the West RV and Boat Storage site should the proposed temporary use not continue after the contract period. On October 6, 2010, the site received Small Scale Site plan approval for five (5) years for the recycling of green waste with a limit of 200 cubic yards of recycled waste stored on -site. Issue: Should the Planning & Zoning Commission recommend approval of the Preliminary / Final Site Plan for Raynor Shine Recycling Solutions, LLC? Discussion: The Preliminary / Final Site Plan proposes a wood and yard waste recycling facility. The proposed operation will occupy ± 9 acres of land. Raynor Shine Recycling Solutions, LLC (RSRS) will accept yard waste and land clearing debris (green waste). The green waste will be ground and screened into a sellable product. Finished products will be used in landscaping materials such as wood chips, colored mulches and bark products. The green waste will consist of vegetative matter resulting from landscape maintenance or land clearing operations, including tree and shrub trimmings, grass clippings, palm fronds, trees, soil, and tree stumps. Retail sales of the recycled products will not be made available to the public. The site does not contain any trees and limited site development will be required. The site will consist of grass, with a stabilized subgrade entrance road. Orange County has already provided a right -of -way permit for the existing entrance. The property will have one access from Ocoee Apopka Road. A landscape berm is provided along the Ocoee Apopka Road frontage. Additionally, a modular office building is used on site. A drainage ditch runs on the west side of the property and is protected with a buffer area and silt fence. The West RV and Boat Storage site plan contains several conditions of approval that the City Commission granted relief from, which only pertained to the West RV and Boat Storage site plan (see attached conditions). The applicant requests and staff is supportive of the continued waiving of the conditions. Raynor Shine Recycling Solutions, LLC (RSRS) will be required to obtain a permit from Orange County Environmental Protection for yard trash recycling. Recommendations: DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on August 7, 2012, and reviewed the Raynor Shine Recycling Solutions Site Plan. The applicant was notified on the last remaining staff comments. When the discussion was finished, the DRC voted unanimously to recommend approval of the Raynor Shine Recycling Solutions Site plan subject to staff's conditions. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning & Zoning Commission met on September 11, 2012, to consider approval of the applicant's request. After deliberations, the Planning & Zoning Commission unanimously recommended approval of the Preliminary/Final Site Plan, subject to conditions stipulated by staff. The first condition is that the continuation of the waiving of prior conditions be terminated if the property changes ownership and the second condition stipulated that the applicant receive a permit from Orange County for a recycling facility for green waste. STAFF RECOMMENDATION: Staff recommends that the Honorable Mayor and City Commissioners approve the Preliminary / Final Site Plan for the Raynor Shine Recycling Solutions subject to the condition that the existing waivers be terminated upon change in ownership of the property, and the receipt of a permit for a Recycling Waste Facility from Orange County. Attachments: Location Map Future Land Use Map Aerial Map Operations and Maintenance Plan submitted for orange County Permit for a Solid Waste Management Facility (Other Than Landfills) Permit 2 West RV and Boat Storage Site Plan Conditions of Approval Proposed Site Plan Decibel Information for the Grinding Machine used onsite Financial Impact: None Type of Item: (please mark with an "x") X Public Hearing For Cleric's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. 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PC..�` Oren, P.G t . 197;__,J€ i rogeologist 'f+ii ✓ lorida PG # 945 Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Yard Waste Processing Facility TABLE OF CONTENTS 1.0 DESIGNATION OF RESPONSIBLE PERSONS Page 1 2.0 SITE DESCRIPTION Page 1 3.0 OPERATING HOURS Page I 4.0 SCHEDULE OF FEES Page 2 5.0 PRIMARY HAUL ROUTE Page 2 6.0 EFFECTIVE BARRIER Page 2 6.1 Access Page 2 6.2 Setbacks Page 2 6.3 Litter Control Plan Page 2 7.0 RECEIPT OF YARD WASTE Page 3 7.1 Recycling Page 3 7.1.1 Colored Mulch Products Page 3 8.0 YARD WASTE PROCESSING Page 3 8.1 Equipment Page 3 8.2 Waste Quality Control and Process Flow Page 4 8.3 CCA- Treated Wood Management Plan Page 5 9.0 BEST MANAGEMENT PRACTICES Page 5 10.0 CONTINGENCY PLAN Page 6 10.1 Fire Protection and Control Page 6 10.1.1 Safety Devices Page 7 10.1.2 Emergency Access Page 7 10.2 Fire Suppression Methods and Procedures Page 7 10.2.1 Fire and Emergency Response Page 8 10.2.2 Construction of a Fire Lane Page 8 10.2.3 Use of Heavy Earth Moving Equipment Page 8 10.2.4 Water Supply and Use Page 8 10.2.5 Personnel Safety and Fire Control Page 9 Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC -1- April 2011 10.2.6 Protective Clothing Page 9 10.3 Fire Investigation Page 10 10.4 Disposal of Burned Debris Page 10 10.5 Personal Injury Accidents Page 10 10.6 Vehicular Accidents Page 10 10.7 Hazardous Waste and Spills Page 10 10.8 Hot Loads Page 11 10.9 Equipment Failure Page 12 11.0 STORM PRECAUTIONS Page 12 11.1 Natural Disasters Page 12 12.0 RECORD KEEPING AND REPORTING Page 12 13.0 FACILITY STAFFING AND TRAINING PLAN Page 12 FIGURES Figure 1 Site Location Map Figure 2 Site Plan Figure 3 Street Map Figure 4 Process Flow Chart APPENDICES Appendix 1 Material Safety Data Sheets Appendix 2 Equipment Information Appendix 3 Guidance for the Management and Disposal of CCA- Treated Wood Appendix 4 Chapter 7 - Operation Considerations from Florida Center for Solid and Hazardous Waste Management's Recycling Yard Trash - Best Management Practices Manual for Florida, May 1996 Appendix 5 Hurricane and Storm Preparedness Guidelines Appendix 6 FDEP Form 62- 709.901(3) Appendix 7 Training Courses Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC -ii- April 2011 OPERATIONS AND MAINTENANCE PLAN 1.0 DESIGNATION OF RESPONSIBLE PERSONS The designated responsible people for the Raynor Shine Recycling Solutions, LLC (RSRS) Yard Waste Processing Facility (herein referred to as RSRS or facility) is Mr. Anthony Raynor. Correspondence and inquiries concerning the Facility should be addressed to: Raynor Shine Recycling Solutions, LLC 103 Donnington Court Longwood, Florida 32779 Phone: (407) 595 -5332 Fax: (407) 641 -8088 2.0 SITE DESCRIPTION The location of the subject facility is shown on Figure 1 (Site Location Map) and Figure 2 (Site Plan). The site consists of approximately ±10 acres within the City of Ocoee and is accessed from Ocoee Apopka Road. The facility has one paved entrance constructed with recycled asphalt, with a sign and locking gate present at the entrance. Operational hours, disposal fees, and emergency contact information will be posted on the sign. A wooden fence is present along the northern property boundary, while a wire fence is present along the western boundary. An office /ticket house structure and a barn are present at the facility. The yard waste processing area will be located in the western central portion of the facility. An eight -foot high berm is present along the northern, eastern, and southern property boundaries. A drainage ditch is present along the southern and western property boundaries (see Figure 2). 3.0 OPERATING HOURS The standard hours of operation are as follows: Day Hours of Operation Monday- Friday 7:00 A.M. - 5:00 P.M. Upon Orange County and City of Ocoee approval, RSRS ma tend operating urs in the event of a hurricane to operate 24 hours a day, seven days a week to ive process yard waste resulting from hurricane or storm damage. Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 1 April 2011 4.0 SCHEDULE OF FEES The proposed fee for dump trucks is $3.00 /cubic yard for wood waste and $5.00 /cubic yard for vegetative waste such as palm fronds. Incoming trucks are charged a flat rate per cubic yard, no weight scales are used at the facility; however, they may be used in the future. 5.0 PRIMARY HAUL ROUTE The facility can be accessed from State Road 50 (a.k.a. West Colonial Drive) by driving north on Maguire Road which ultimately changes name to Ocoee Apopka Road (a.k.a State Road 437). The facility can also be accessed from State Road 429 (a.k.a Daniel Webster Western Beltway) to east on Franklin Street (State Road 438) to north on Ocoee Apopka Road (see Figure 3). Access to the facility is via the entrance gate in the fence and paved apron located along Ocoee Apopka Road. Truck flow traffic within the confines of the facility is shown on the Site Plan (Figure 2). Truck staging prior to facility opening will be discouraged. 6.0 EFFECTIVE BARRIER 6.1 Access The RSRS is surrounded along the northern and western perimeter with a wooden and wire fence respectively. A drainage ditch prohibits site access from the south and the west. In addition, an eight -foot high berm is present along the northern, eastern, and southern/southwestern sides of the property. The entrance gate is locked during closed hours. Signs indicating' `No Trespassing" shall be posted at the corners of the fence and along the fence no more than 500 feet apart. The signs are at least three feet square with at least five -inch lettering. 6.2 Setbacks A 25 -foot setback will be maintained for all development along the southern and western sides of the property, where the drainage ditch is located. All structures on -site are at least 25 feet from property lines. A 50 -foot setback shall be maintained for the yard waste products from the drainage ditch. There are no potable wells within 100 feet of the facility. 6.3 Litter Control Plan Portable fences, silt fencing, other suitable devices will be used for litter control as needed. A litter policing operation will be performed to keep litter from leaving the working area of the facility. Litter outside the working area will be collected daily and placed into appropriate containers. On a weekly basis, employees will patrol Ocoee Apopka Road within one -half mile of the facility for control of litter from vehicles going to and from the facility. Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 2 April 2011 7.0 RECEIPT OF YARD WASTE Yard waste, or yard trash, is defined as vegetative matter resulting from landscaping maintenance or land clearing operations and includes materials such as tree and shrub trimmings, grass clippings, palm fronds, trees and tree stumps, and associated rocks and soils as defined in Rule 62- 701.200(135), F.A.C. and Section 32 -213 of the Orange County Code. RSRS will only accept yard waste and bags used to collect yard waste. Unacceptable materials: construction & demolition (C &D) debris, Class I1I materials, household putrescible waste, and chromated copper arsenate (CCA)- treated wood received shall be removed from the yard waste and containerized, with all putrescible material removed within 48 hours. Further, if any of the following materials are discovered, they shall be immediately containerized and removed from the facility: treated or untreated biomedical waste, hazardous waste, or any materials containing polychlorinated biphenyl (PCB) concentrations of 50 parts per million or greater. Unacceptable waste container locations are shown on Figure 2. CCA- treated wood will be spotted and removed for appropriate off -site disposal within 30 days. Waste quality control is further discussed in Section 8.2. A CCA- treated wood management plan is de • . e. in ` - ction 8.3. Any yard waste received at the f. ility shall be proc:. sed or removed within six months. The facility has a maximum storage capa• ty of 10,000 cubi' yards of yard waste and mulched products; however, RSRS plans to only process 200 cubic yards /day or 40,000 cubic yards /year. To be considered processed, material ust pass a 6 -inc ieve. Logs with a diameter of 6 inches or greater may be stored for up to 12 mo the before th- , are processed or removed, provided the logs are separated and stored apart from o per mat- 'als onsite. 7.1 Recycling Since RSRS accepts yard waste for recycling and processing into firewood, fines, mulch, and colored mulch, the facility has a goal of recycling 100% of the acceptable yard waste received into new products available for sale to end users (e.g. fines and mulch). 7.1.1 Colored Mulch Products Untreated mulch will be loaded into a hopper and then fed into a coloring tank, where water and dye will be applied to the mulch. The mulch is stirred to ensure an even distribution of dye. When the color process is complete, the colored mulch will be placed in separate piles to await distribution. Copies of mulch dye material safety data sheets (MSDS) are provided in Appendix 1. 8.0 YARD WASTE PROCESSING 8.1 Equipment RSRS will use the following equipment, or equivalent, to process yard waste received at the facility: Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 3 April 2011 1. John Deere Loader; 2. Kobelco Excavator; 3. Morbark 1300B Tub Grinder 4. Track - mounted vibrating screen. 5. Grapple Trucks Additional information regarding these pieces of equipment is provided in Appendix 2. The yard waste processing equipment listed above has the capacity to process more than 5,000 cubic yards per day. 8.2 Waste Quality Control and Process Flow Customers with Loads of yard waste are directed to the yard waste processing area where the load is dumped and inspected by a trained RSRS spotter. A process flow chart is shown on Figure 4. The trained spotter may also serve as an equipment operator and may perform some of their duties from the cab of their equipment. If the spotter or operator is located on equipment spreading waste when unauthorized waste (i.e. CCA- treated wood, putrescible waste, hazardous waste, C &D debris, or Class III materials) is discovered, the equipment operator shall either move the unauthorized waste away from the active area for placement in an appropriate container, or shall stop operation and notify another person on the ground, or another equipment operator to remove the unauthorized waste for placement in the appropriate container, before operations are resumed. RSRS spotters have the authority and responsibility to reject unauthorized loads, have unauthorized materials removed by the transporter, and/or assess appropriate surcharges for removal and disposal of the unacceptable wastes at an offsite permitted facility. If any regulated hazardous wastes are identified or discovered to be improperly deposited at the facility, the facility operator will promptly notify the FDEP, OCEPD, the person responsible for shipping the hazardous wastes to the facility, and the generator of the wastes, if known. The area where any regulated hazardous wastes are deposited will be immediately cordoned off from public access. If the generator or hauler cannot be identified, the facility operator will assure the cleanup, transportation, and disposal of the waste at a permitted hazardous waste management facility. If non - hazardous unacceptable wastes are discovered deposited at the facility or observed during unloading at the facility, the unacceptable material will be placed back in the transporter's truck for removal from the site or placed into an appropriate container, such as a roll -off container. Putrescible wastes will be removed from the site within 48 hours and non - putrescible wastes within 30 days. The facility will contract a commercial hauler to transport unacceptable wastes for disposal at a facility permitted to accept the wastes. Putrescible wastes and household hazardous wastes will be stored in covered roll -off containers, sized from eight cubic yards to 20 cubic yards. Yard waste will be temporarily stored in piles before being processed by a Morbark 1300B Tub Grinder (or similar model). Yard waste processing via the grinder and screen will result in the generation of fines (below %s inch) and %2 inch to 2 inch diameter mulch. A separate pile for mulch and fines will be maintained. Some mulch will be processed further by adding coloring, resulting Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 4 April 2011 in a third finished product pile for colored mulch. Finished product piles will be maintained before delivery to the end user. All temporary and finished product piles will be approximately 150 feet long by 100 feet wide and planned be a maximum of 17 feet high. A 25 -foot wide fire lane will be maintained around all sides of the piles. 8.3 CCA- Treated Wood Management Plan RSRS will recycle or process only clean wood. Painted, treated (preserved), or contaminated wood will not be recycled. CCA pressure treated wood will not be accepted for processing at RSRS. CCA- treated wood is defined in 62- 701.200(11) as lumber, timber, or plywood treated with chromated copper arsenate. This CCA- treated Wood Management Plan is designed to minimize the amount of CCA- treated wood that is delivered to or processed at the facility. The criteria below will be used to identify CCA- treated wood so that it may be separated from other yard waste. The RSRS spotters will make reasonable efforts to separate the following common CCA- treated wood products from the waste stream: • all wastes that are wood fencing, decking, or pressure treated lumber (such as 4 "x4" posts); • wood with a greenish color; and • other known outdoor use wood products. The facility spotter will reject known segregated loads of CCA- treated wood wastes. Spotters or operators that identify any CCA- treated wood by the methods above, will remove the wood from the waste stream and place it into a reject waste container for proper disposal in a lined landfill. Other CCA- treated wood identification methods may be used as developed. RSRS will also follow best management practices recommended in the document Guidance for the Management and Disposal of CCA Treated Wood, authored by the Florida Center for Solid and Hazardous Waste Management and FDEP. Excerpts from the FDEP guidance can be found in Appendix 3. In accordance with Rule 62 -701 F.A.C., CCA- treated wood shall not be incorporated into compost or made into mulch, decorative landscape chips, or any other wood product that is applied as ground cover, soil, or soil amendment. CCA- treated wood shall not be disposed of through open burning or through combustion in an air curtain incinerator. 9.0 BEST MANAGEMENT PRACTICES RSRS will operate the Yard Waste Processing Facility to control vectors and odors. During operating hours, a spotter will be present monitoring incoming loads. Measures will be taken to avoid mixing incoming yard waste with finished products ready to be used or sold for use, to discourage the re- introduction of weed seeds and pathogens. Yard waste which is not made into Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 5 April 2011 compost (for onsite use only) or processed into other usable material shall be removed at least monthly from the facility. Yard waste received at the facility shall be separated and stored in a manner that prevents vector problems. A copy of Chapter 7 "Operation Considerations" from Florida Center for Solid and Hazardous Waste Management's Recycling Yard Trash: Best Management Practices Manual for Florida, May 1996 is provided as Appendix 4. 10.0 CONTINGENCY PLAN 10.1 Fire Protection and Control Fires that originate in the yard waste processing area are primarily extinguished with soil application. Soil and heavy equipment shall be available for fire suppression. Dedicated soil for suppression operations is stockpiled in the vicinity of the yard waste processing area. Supplemental fire protection is furnished by the City of Ocoee Fire Rescue (OFR). If the fire cannot be extinguished or controlled by RSRS within two hours, RSRS shall notify Ocoee Fire Rescue. Methods of fire suppression will ultimately be determined by OFR for the different types of fires that may be encountered (structure, vehicle, and facility). The various methods of suppression are as follows: • Separation • Soil suppression • Foam (subsurface application) • Copious amounts of water Specialized fire fighting equipment and materials required by OFR will be provided solely at the facility owner's expense to protect public health and environmental issues. Within five days of any emergency, the operator of the site will submit to the FDEP and OCEPD a written report of the emergency. This report will describe the origins of the emergency, the actions taken to control the emergency, the results of the action taken, and an evaluation of the success or failure of the actions. An emergency contact sign with the name and phone number of responsible persons is posted at the site entrance so it is visible to emergency vehicles. Radio or cell phone communications are available to employees in all operating areas of the facility and the office. Appropriate emergency notifications will be performed immediately. Emergency telephone numbers posted in the office include: Fire/Police /Medical: 911 Ocoee Fire Station No. 1 (non- emergency) 407 -905 -3140 Ocoee Police Department (non- emergency) 407 -905 -3160 Health Central Hospital 407 - 296 -1000 Anthony Raynor, Owner 407 -595 -5332 OCEPD, Lori Cunniff 407 -836 -1400 FDEP, Central District Solid Waste Section 407 - 893 -3328 FDEP, Central District Main Receptionist Line 407 - 894 -7555 Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 6 April 2011 FDEP Bureau of Emergency Response 407 - 893 -3337 State Warning Number 800 -320 -0519 Poison Control Center 800- 282 -3171 National Response Center 800 - 424 -8802 Figure 3 depicts the location of the nearest fire station and hospital. Instructions on fire fighting procedures are routinely provided for site personnel. Fire extinguishers in accordance with NFPA 10 are carried on equipment at all times. A minimum 25 -foot wide access fire lane will be maintained around the perimeter of the yard waste processing area, and down the center of the area. The fire lane shall accommodate fire apparatus with a minimum weight of 42 tons. As shown on Figure 2, the proposed dimensions of the yard waste /mulch areas and raw wood area measure 150 feet long by 100 feet wide. The planned maximum height of the piles will be 17 feet. A mobile grinder will be mobilized to the yard waste area on an as- needed basis, for processing. In case of a fire within the waste pile at the facility, all reasonable efforts shall be made to i IS ediately extinguish or control the fire. If the fire cannot be extinguished or controlled within an ho the owner or operator shall immediately: 1. Implement the contingency plan which is included as part of this Operation Plan; 2. Cease accepting yard waste for processing in those areas of the facility impacted by the fire; and 3. Notify the FDEP and OCEPD of the fire and of the fire control plan being implemented. 10.1.1 Safety Devices All operating equipment at the facility site will be fitted with protective structures and fire extinguishers. Brush fire gear is to be made available for on -site personnel. Personnel safety gear, such as hard hats, safety glasses, and steel toed shoes, are required for operational personnel. The above safety devices will be provided solely at the facility owner's expense. 10.1.2 Emergency Access In the event of an emergency, debris originally destined for the facility will be rerouted to another permitted facility site. The site access roads are currently constructed to allow passage of vehicles under all expected weather conditions. The facility entrance has been paved, providing suitable access for all emergency vehicles. Access roadways shall be 25 -foot wide and have 13'6" vertical clearance. 10.2 Fire Suppression Methods and Procedures Facility fires can start by spontaneous combustion of material under extensive heat and pressure. Sometimes though, it has been determined that some fires were started by arson or hot loads. The following sections describe some suppression methods, but do not supersede the methods used by Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 7 April 2011 the responding fire department. Personnel must work together with the OFR personnel by providing heavy equipment, soil, water and logistical support during a fire or emergency. OFR command officers will be in charge of the scene upon arrival and work closely with the facility personnel to mitigate any emergency situation. Emergency operations will adhere to OFR Standard Operating Procedures. Structural and vehicle fires will be suppressed in accordance with Emergency Operational Guidelines. 10.2.1 Fire and Emergency Response Personnel are expected to immediately respond to a fir or emer since - sponse time could be the difference between a controlled or out of control s uation. Next, OFR ill respond to ensure adequate fire control. OFR is to be notified immediatel of any fire at the fay ility property. 10.2.2 Construction of a Fire Lane The function of a fire line is to provide a barrier to contain the fire boundaries. The following procedures should be followed during line construction to contain a facility fire: • Remove all ground cover and debris along the fire line; • Use natural barriers, trenches, etc.; • Separate burned and unburned materials; and • Construct a fire line to bare soil, free of leaves, twigs, roots, disposed debris, etc. 10.2.3 Use of Heavy Earth Moving Equipment The use of heavy earth moving equipment to suppress facility fires is effective because fire line construction can be completed at a faster rate. OFR will support and protect heavy equipment operators by way of exposure lines and oversight. Caution must be taken to prevent earthmoving equipment from working alone out in front of a fire. Because they have no fire extinguishing capability other than removal of fire fuel, they can easily be overrun by a fast - moving fire. Personnel will be expected to operate the on -site heavy equipment to assist in fire suppression and separate materials immediately and suppress burning materials with soil. OFR will maintain control and have oversight of all emergency operations. 10.2.4 Water Supply and Use Water can be used to supplement on -site material to extinguish the fire. A fire hydrant is currently located across from the facility entrance on Ocoee Apopka Road. RSRS plans to extend the water line onto the subject property and install two fire hydrants onsite (see Figure 2). In addition, one irrigation supply well is proposed to be installed on the property (refer to Figure 2), that can provide up to 100 gallons per minute. Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 8 April 2011 10.2.5 Personnel Safety and Fire Control Fighting fires is a dangerous activity and could cause serious injury or result in a fatality if hurried or incorrect decisions are rendered. Remember: The safety of personnel and equipment always comes first. The following standards are adopted from the U.S. Forest Service and are good rules to follow when encountering a facility fire: • Keep informed of fire weather conditions and forecasts. Be aware of the weather conditions, particularly to direction and velocity of the wind. • Know what your fire is doing at all times. Many small fires become large if not kept under constant observation. • Base all actions on the current and expected behavior of the fire. The action taken should be determined by everything that is happening and everything that might happen. Every fire has to be approached differently because of the changing conditions encountered. • Have escape routes for everyone and make them known. Identify escape routes and notify personnel where they are and what to do when they get to the safety zone. Use natural barriers as much as possible • Post a lookout when there is a possible danger. A lookout observer, with communications capability, can view the "large picture" of the fire containment process and can see potential danger that may exist for those fighting the fire directly. • Be alert, keep calm, think clearly, act decisively. When faced with a situation, think, know, and understand what is happening, and keep calm. Panic can injure personnel. • Maintain prompt communication with personnel, supervisor and adjoining forces. Adequate communication is essential to good fire control safety. • Give clear instructions and be sure they are understood. Issue concise instructions and make sure the personnel understand the directions precisely. • Maintain control of personnel at all times. When issuing assignments, one consideration should be the reliability of the personnel. Other considerations will include inspection of tools and coordination of available equipment. • Fight fire aggressively, but provide for safety first. Aggressive action is the key to fire suppression, but it must neither shortcut nor violate any safety rule covering a particular situation. 10.2.6 Protective Clothing One of the best ways to prevent injury during a fire is to wear gloves, goggles and protective clothing, including proper footwear. Gloves should be comfortable and the right size to prevent Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 9 April 2011 abrasions and blisters. Goggles should have vents in the side and should be designed for the greatest possible field of vision. Lace -up boots are preferred, especially for uneven terrain. Heavy socks should be worn with boots. 10.3 Fire Investigation When determined by OFR, fire investigation will be referred to the State Fire Marshal's Office for further investigation. Safety of the fire department and facility personnel will be the primary concern. 10.4 Disposal of Burned Debris The burned debris will be isolated as much as practicable from the rest of the facility using various means, such as earthen berms, pits, transport bins, etc. Once all hot spots have cooled and the fire is fully suppressed, the remains of burned debris will be disposed of at a permitted off site facility. 10.5 Personal Injury Accidents In the event of a personal injury at the facility, the nature and extent of the injury will be assessed to the extent possible by on -site personnel, and emergency first aid techniques administered by appropriately trained personnel as necessary. If the injury appears to require professional medical attention, emergency assistance will be summoned. In all cases, the facility supervisor will be notified. 10.6 Vehicular Accidents In the event of a vehicular accident at the site, a determination will be made regarding the feasibility of safely moving the vehicle(s) under their own power. If possible, the vehicles will be moved out of the way of normal traffic flow. If the vehicles cannot move under their own power and the vehicles are interrupting traffic flow, the vehicles will be pushed out of the way using on -site equipment. The facility Site Supervisor will be notified and arrangements to have the disabled vehicles moved will be made in accordance with the directions of the facility site supervisor. 10.7 Hazardous Waste and Spills No hazardous wastes are to be accepted at the facility. RSRS spotters will be responsible for identifying suspect wastes. In the event materials of a questionable nature are unloaded before they are spotted by facility personnel, the hauler will be detained (if possible), and the facility Site Supervisor notified immediately to determine the appropriate action. In the event the hauler has left the site, the facility site Supervisor shall be immediately notified, and if possible, the hauler identified via available records. Despite these precautions, if unauthorized hazardous waste, fuel, or oil is spilled at the site, the spill area will be immediately cordoned off from public access, bermed or absorbent material placed to Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 10 April 2011 contain the spill. The facility Site Supervisor will be notified immediately in the event a spill occurs. During the operational hours of the facility, at least one person who is trained in the spill response procedures will be on -site. The following spill contingency plan will be implemented in case of a spill. A. In case of, or as soon as any spill is observed, the source of the spill will be located and actions taken to prevent further spillage, if possible. B. Divert all traffic from the spill area and keep personnel upwind to avoid any vapors. C. Valves, pumps, and electrical equipment will be shut off as appropriate. D. Potential ignition sources will be removed from and restricted from entering the area of the spill, if the material is flammable. E. A temporary dike will be constructed to contain the spill, and the area cordoned off to prevent unauthorized access. F. Absorbent socks/booms will be used where appropriate. The fire station and hazard response contacts listed in Section 10.1 will be immediately advised of the nature and location of the spill. G. All absorbed material or contained liquid will be removed and packaged in Florida Department of Transportation (FDOT) approved containers. Used absorbent materials should be packaged separately from liquids. I-!. All containers used for the disposal of spill response debris will be labeled with the type of waste and the start date of accumulation and disposed in accordance with federal and state environmental regulations. I. Notify the FDEP and the OCEPD within 24 hours of the spill, and management of suspect hazardous wastes within five days of detection. J. Identify the person responsible for shipping the wastes to RSRS, if known. K. Assure the cleanup, transportation, and disposal of the waste at a permitted hazardous waste or petroleum management facility. 10.8 Hot Loads Any hot material which is found, will be deposited on an area away from the yard waste processing area. The load will immediately be covered with soil if a fire is imminent. The fire department will be called if significant open flames are observed. Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 11 April 2011 10.9 Equipment Failure Sufficient backup equipment will be available for equipment breakdowns and downtime for normal routine equipment maintenance. In the case of major equipment failure the following procedures will be observed. A. Arrangements with contractors and rental equipment dealers will be made to furnish equipment on a short-term basis. B. Applicable facility operations will cease until equipment capacity is retained. 11.0 STORM PRECAUTIONS At the onset of a major storm all lightweight signs and equipment will be collected and stored in a secure area. Maintenance will be performed (if necessary) to allow for yard waste processing operations to continue during inclement weather. Waste material will not be placed in any areas of standing water. 11.1 Natural Disasters In the event a natural disaster occurs, the City of Ocoee, FDEP, and OCEPD will be contacted within 24 hours to agree upon any additional contingency operations required to resume operations, such as extending operation hours to meet community needs. Any additional equipment deemed necessary to perform contingency operations will be rented and additional support personnel will be temporarily assigned to the facility to operate equipment. Other contractors will be contacted, if necessary. In the event operations are restricted or modified, appropriate public notices will be issued and routine facility customers will be notified by telephone. Hurricane and Storm Preparedness Guidelines are provided in Appendix 5. 12.0 RECORD KEEPING AND REPORTING Monthly records of incoming and outgoing material shall be kept on site for at least three years. The values may be in cubic yards or tonnage, but the same unit of measurement shall be used to record both incoming and outgoing material. An annual report, based on the preceding calendar year, shall summarize the monthly records and shall be submitted to the City of Ocoee, Florida Department of Environmental Protection (FDEP) and the OCEPD on Form 62- 709.901(3) with the application for registration. A copy of said form is provided as Appendix 6. 13.0 FACILITY STAFFING AND TRAINING PLAN Initially, each operator will complete at least 16 hours of training and pass an examination in a FDEP approved course. Subsequently, 16 hours of continuing training will be completed each three -year period. Spotters will receive eight (8) hours of initial training and four (4) hours of continuing training each three -year period. Employee training certificate renewal will occur prior to the Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 12 April 2011 expiration date of the initial training to comply with Rule 62- 701.320(15) F.A.C. A list of approved training courses is maintained by the FDEP. A schedule of training courses available in 2011 is provided in Appendix 7. Records documenting employee training will be kept at the facility office. FDEP approved course orientation training will be performed for interim facility personnel including inspectors, equipment operators, and spotters. These personnel will be trained to identify unauthorized wastes or potential sources of regulated hazardous wastes. The training program will emphasize familiarity with containers and labels typically used for hazardous wastes and hazardous material s. All training courses shall be approved by the FDEP in accordance with Section 403.716, F.S. and administered by an independent third party. A list and schedule of all classes to be attended by current operations and spotters is in Appendix 7. Certificates of training completion will be maintained at the facility to document proof of training, see examples in Appendix 6. A list and schedule of all classes to be attended, with a list of operators and spotters to be trained shall be maintained at the facility. The employee training plan and records documenting implementation of the plan will be kept at the facility and will be available for regulatory inspection. Operations and Maintenance Plan Raynor Shine Recycling Solutions, LLC Page 13 April 2011 FOUND 4'X4" CONCRETE j ` o MONUMENT NOR At IQwq } I I ry' t, ;3 FENCE CCRNER D.7 V. G E q NIY .3. ' I F PAVEMENT Imo\ UNPL97TED ~SE COMYI/' o \ \VI \ Al MONO Ac Cross VINYL FENCE /'� , . O c " �� b Access Eosem- I I ( ,`` dd•1 ., • E XISTING "NORTHWEST" DITCH �"" COMM. s NAI - +'x r �" ti to m E E E I S 88'1325" $ 1 8 9.69" ! s, _ M A 4 1 43.47 a 60 ,p.o L _ - - - - - - tU L a x dscap� buffffr v H. R/W E a S�� x x 10' Lan B uffe r s ea'lsxs w 83<69' (TJ P.O.L) 1; .� ^ � h• fi ° 0 0 V J ' I `• ` .Y W Ex v x 4.1' v ��� 00 EN m , I • ,,� I •f 'Q O \ \ ` \\ �� I e IN II ° - : — ° \ ( OF SLO I I I T 1 l e , `� CA v 81 8 C ti \ )- TDP OF : I , as • ,t. F I I — — ts ' I RV & BOAT SOD STORAGE AREA s' slaewak 4 I ;� ❑ ti ,` o 1 0 IA a _ I n I�■a®ewtasm o 1 \ \ 5 ' r Y I '`• z ^ I n n a I �s ,s " 2 '; C 'L� of West Orange I b / � Owls Club Driveway e • o I 3., 4, - ' S 1 • Gate �� J i ,, .46 • ' as a 0 t4.51-:10 , as _ = %� taa 2 I Tol y .. 0 p u n ` . \P o t 15 ` ! I R o tes I li 1 I 6' "moo swalk g I '�: I IPa�t a m //// ///// Stop ba & n ` .� Jlj4 oo Z 1 I OPFAreir, St Sfgn ° I ap` At SSMC Q L.] i a � ` ; ` I i s E �® 130.5' c • ; . � ti � ,: , ry1. \ 1 ` o . N E S sRE BENCHMK \ \ \ RV &BOAT STORAGE AREA a o1 x IROao wITM 1 CAP ti SOD a • I A' ELEVATION= 12244 w I \ ‘,„:, J m • \ 1. � „ \\N 0 FOUND " IRON OS ' h I � Om ' ° x x —x CAP MA ED P ^p4 a is Y 1 ^ _ •n Concrete > ° p er o I \ 3 a ; _ x - -v _ —y —v - -v —x - - 5 8 8'43 I6' �20fi -5�3 '� � ill II Ik 3 a /i \ , /_ �. �� I 0 88'43' ° 1 72.12 ` 2 r ' " W o "V LL m \ . N // / / / � NOTE LINES TIONAL ON IRIS ONLY ARE I ` tS_+' -� �' " E °m ° 2 NOTE "'CJ \ ` /` / FOR INFORMATIONAL PURPo ONLY AND 1 , e a ARE INTENDED TO ASSIST TIDE OWNER 1N JO' Cf083 ti b 4 O wu a of •sON L., a a \ ry ° I LAYOUT OF THE A R EA FOR THE STORAGE OF MA I o o z u j •400 -x w/ NIN n a x Ins �\ un a Accts Easement e` r a roor Dry m5.52. a �= RV'S AND BCATS. THLSE LINES WILL NOT BE , W moo'^ o w � U NEDD , (F 9W 5.2 IIE IN KttlbINCE S. I PAINTED ON 7H£ SOD SURFACE. I d £ ^ wOx 2A-23 O• SE NNW. cN F of Induded- ` �- ® �D' I II ; v. i MOM m.rslc COWS. m xs (WOOD 1-1-1 X 8 � \ s \ h ° \ \ \ Future & ti u zavNC �� •'� oq� I I a1.a• ry l Development R 0 I In o (/) ] \ \ $ I \ , \ °_ ems, x _ x`l H BARN I srocn (_1..1 LLI N x L V I o C °'� • ` �__ _ x� x ZONE x I I .I " I ^o � I . 6 °' wr w I - — I D ;,h^.ry 78.04' ` " � `` � ` � 50 5��W . ., V � , so• � - N 88'46 '..3. \ "��4 DNE A 10 r `, ZONE X ZONE A ° ° � ° ` L�lr� O arc OF OCOEE - • - - R ` b !� x \ x O y 0 alt c N 88 — ` ` \._ \ � 0 I `� sot �cr 1 ■ 119.80 � � x � I I N N °� ���' x \x I 9 I CD N � EXISTING "NORTHWEST" DITCH B s ' ; ` �` � I i . /\� /,`�' ! J :- Drainage Easement d T Be-Dedicated-1Q t2 �� m 91 Iii W / e City of Ocoee 06 ?e' "F` ` n (h \ • , 1 ," �> L, O ...N J d O Al ZONIS n \ \ o a I O9 UNITS OF ROOD ZONE PER FIRM MAP NUMBER \ IO OT H � TALI E 8 / 1209500210 E, DATED DECEMBER 8, 2000. \ ■ A \ \ � �- , I I ` z N . \ a 6 1 1 1 , N.T. S. w 1' 5 a Pe �� I z co �`' �� se Li w z o S t Mt . — ` ( Sel K 7 of Orimovy YD. ti °°" L N1AN+E -WM r � LEGEND 11 ` 5 . .O "` �N — A 0 ., , " .4 11 Existing Contours /� ` maw OW PARKNC BY elm ev te6. b Na spa mrn° d4G(PM[Il2�Y.lR MA RLED Lot Number 57 twrs wx. VT ern r➢.a m,Aa..00AxearmNO�o PERMIT I 1 \v� '''°. " Water Akin —w— JK } n \ / FASEW�NS,' °ONLY �� � b Force Moin FM— DESIGNED y 2-,. EM. HANDICAPPED ,,0.. rAaNN: 12w FINE limits o •a,. Oro Wye PARKING r7 a, wON nxm wt N �F.S }I6.00B W• �Il JK A 5 M 1 P aw max r7 rN r. Hiner r" Now M• _ _ n•. w• � 1 DRAWN — >s 10/1 STOP SIGN DETAIL HANDICAP SYMBOL & SIGN DATE t NTS N. /.5 HANDICAP SPACE DETAIL N. ES C3 u I SHEET (-d'i/Je 1 WEST RV & BOAT STORAGE PRELIMINARY / FINAL SITE PLAN The owner desires to delete the three sections mentioned above from the The Mayor and City Commissioners on February 5, 2008 under Agenda Development Agreement. Item F. Item 9, approved the Preliminary/Final Site plan as approved by the Section 7 (B) requires the developer to connect to sewer lines or a lift Planning & Zoning Commission on December 11, 2007, Including approval station in accordance with the City's Utility Master Plans. of the waiver requests to: Section 6.14.0 (3) (a) of the LDC — requires shade trees to be a minimum of The owner desires to amend the above mentioned section of the 3 to 3.5 inches diameter breast height Applicant has requested a time ethame the t City's sewer service is to permit a s a avail b lank for property until time reduction of this requirement to reduce size of the required shade trees in sewer se rvice is available; property. the rear portion of the site to a size ranging from 1 to 1.5 Inches diameter a and d remove it frt om m the property. the owner will discontinue dis coo to the p roo pertrty. ntinue use of the a such septic tank ta y p h e eoperty. breast height based on reasoning that this area of the site is isolated from the public in a gated secure area. These amendments to the Development Agreement are for this use only, and if a different or more intense use was to be developed on the Section 6.14.0 (2) (b) (1) of the LDC — requires 25 -foot wide landscape surrounding properties or this property, then these sections of the buffer along Ocoee - Apopka Road. Applicant has requested to reduce Development Agreement would be applicable. buffer to 15 -feet In width In exchange for planting 75% of the buffer area with shrubs and groundcover. Section 6.14.0 (2) (c) (1) of the LDC — requires 3 understory trees per 100 6- • I 1 lineal feet in landscape buffers that are required between parcels. S. Sc. t Vandergrift, Mayor &1 Applicant is requesting a waiver to thls requirement to eliminate the required understory trees in the rear portion of the site based on reasoning this area of the site Is isolated from the public in a gated secure area Attest: CIrI r and will have shade trees provided. City Clerk Section 6.14.0 (2) (d) of the LDC — requires 1 tree to be provided for each 4 parking spaces provided on site. Applicant is requesting an elimination of Aa3AV this requirement in the parking area for the RV's and boats based on 1117915 ®A213Ald wOY/Gane•AnnA/uC reasoning that this parking area will consist of grass, not asphalt. Section 6.14.0 (2) (m) (iv) of the LDC — requires all electric, cable, and telephone lines located on -site and internal roadways to be buried underground. Applicant is requesting a waiver to this requirement to allow the existing electric, cable, and telephone lines along Ocoee- Apopka Road right -of -way to remain above ground based on estimates that conclude under grounding these utilities are cost prohibitive related to construction of this project. Additionally, the Mayor and City Commissioners approved the following amendments to the Development Agreement for this project: Section 3, which requires the conveyance and dedication of land along Ocoee - Apopka Road to allow for the construction of right and left turn lanes leading Into the site. These turn lanes are required to be constructed at the expense of the developer. Sections 4, requiring the developer to construct raised median separators at his own expense to accommodate the large auto and truck traffic that is anticipated to access this development. Section 6 (C) requires the developer to install drainage pipes and enclose the existing drainage ditch adjacent to Ocoee- Apopka Road. AVER TABLE CODE SECTION CODE STANDARD PROPOSED STANDARD eIIS77FICA7)ON FOR WAIVER CITATION 'tides, Section Shade Tree, " DBH Ocoee—Apopka Rood to be 1-1 Y � Isolated Trees Dedicoton of 30' of R/W along 5 - 14 C — (3) — (0) 3 to 3 -1/2 Area aIsolated from Public within Gated Secure Area ^tiles, Section J5' Loadacape buffer Reduce Landscape buffer Dedfcaton of 30' of R/W along - 14 C— (2)—(b) -1 R�dg [JCOed APoPKO to 15 feet Ocoee — Apopka Road As per 6- 14— C— (2)— (b) —lv Buffer Con be Reduced to 15 ft. when shrubs and groundcovers comprise at least 75X of the raauired huffier (ran /Sae .CI* 11) - i • • SEPTEMBER 2011 - - - -. _ Cb S OFAPPRO/RA ._ _ R E L I M I N A RY /FIN SITE PLAN ° FLORIDA STATUTES, TS UNDER CERTAIN THE CUMSTANCES THE CITY HA S NP LAWFUL ► " a. 4 � AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF ) r " „ A • 1 SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN 1 I ' EXEMPTION. o FOR ti E ,g g$ c 2 . T HE PROJECT SHALL BE DEVELOPED IN ONE PHASE. I n 8 A ;� = °a s 3. ALL LEGAL INSTRUMENTS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO I w y < O , 9 THE FINAL SITE PLAN APP ?- Q Z Ii f39u RS RS , L L C YARD WASTE RECYCLING FACILITY SHALLBE CQNSISTENT VVTH7HEREQUI EMENTSOF THECTY OCOEEHGODEROPERTY I A 5 o 5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND I V l * WAIVER TABLE APR 2012 DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN, I M o I 8. ANY DAMAGE CAUSED TO ANY PUBUC STREETS AS A RESULT OF THE CONSTRUCTION CODE STANDARD PROPOSED STANDARD JUSTIFICATION FOR WAIVER ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER , •,i,i,, • CODE SECTION CITATION TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNERS SOLE COST ANP`' ,,,'. f; . ' ' EXPENSE. LANDSCAPE NDSCAPE BUFFERS WAVE. REQUIREMENT AREA ISOLATED FROM PUBUC . e ARTICLES, SECTION 6-140 BETWEEN PARCELS WITHIN GATED SECURE AREA Z. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXCEPT'., I 1 w , A lip • a AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SITE PLAN. ,` , .,6. s2 a AREA ISOLATED FROM PUBUC f THE PROJECT IS SUBJECT TO ALL SOLID WASTE PERMITS OR OTHER PERMITS, • ' 8 T - 8 2 E ARTICLES, SECTION 6-14C PARKING LOT LANDSCAPING WAIVE REQUIREMENT IS GATED SECURE AREA REQUIRED IN CONNECTION WITH THE INTENDED USE AND NOTHING HEREIN SHALL BE • . ' z 6 • LOCATION MAP , CONSTRUED AS A WAIVER OF ANY SUCH REQUIREMENTS OR REGULATIONS. 9 �� 9 ALL FINISHED FLOOR ELEVATIONS WLL EXCEED THE 100-YEAR FLOOD PLAIN BY A :I K I i w p A(ITIOLCC, (SECTION 0 140 13 OATCD OCCURC AREA "t: PLIR 58 Y n= 51#11 v0095 SIC -•tlsro • n , p G }}� MINIMUM OF TVVO FEET. I of LlNBERBRBtlN9 e i 3' j ENA4[V3 tyi ,�° , - x �; 11 � � a ' gip 10 . - THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR _ -' [ rY +'; o ,1 W,1 ( OTHER CONSTRUCTION TFIIN THE WETLAND AREAS INSIDE THE 100-YEAR FLOOD �3 A - c � 1 �gp Jrui MIT _ l' s ELEVATION. W ON. THOSE AREAS ARE TO BE ROPED OFF DURING CONSTRUCTION AND SILT a , • B } 1 § - ' FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS ° ° 0 w > ' SITE DATA '^ t 9(.: -' x . ii DURING CONSTRUCTION. TOTAL SITE AREA: 9.82 ACRES I. 0 q L O 'r t5'S 71 DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO TI-AT CERTAIN l (0 V U ON-SITE IMPERVIOUS AREA- DRIVEWAY 2,279 SF = 0.05 AC (PROPOSED) 1 , e 1. ' ' N DEVELOPMENT AGREEMENT DATED AS RECORDED IN ORANGE COUNTY, , ~ o FLOPoDA OFFICIAL RECORDS BOOK PAGE [TO BE COMPLETED WHEN o _ BARN SLAB 96 SF =0002 AC (EXISTING) BARN 1,173 SF = 0.03 AC ( EXISTING) -. , p, 1 y i INFORMATION RELATING TO THE DEVELOPMENT AGREEMENT IS KNOWN]. I ,' t, Y F.Aa .E'itE LEES -- i n� � � c0 ' OFFICE 1,125 SF= 0.03 AC (EXISTING) I ^ I1.x 12 ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL I °w ° I TOTAL EXISTING IMPERVIOUS 3,548 SF = 0.082 AC '4 { _ r CI . z DESCRIPTION AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING 3 Y TOTAL ON -SITE IMPERVIOUS 4 873 SF = 0.112 AC L' - CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 1 rn a w w 5 Y(St- �, ° 5RY I a (PARCEL ID A07- 22 -26- 0000- 00 -027) C 0 C PERCENTAGE SITE IMPERVIOUS AREA 0.112 AC. 9.82 AC =1.1% 4 -c ) °. , p # � ?'""S 13 THE EXISTING GRADE BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE I (LESS THAN 70% MAXIMUM ALLOWABLE OK) _ 111 � r-yl FLAN ` §T j C I 0 1,0 ® WILL 00 2.000 MORE PARTICULARLY DESCRIBED AS FOLLOWS: EXISTING PROTECTED TREES. p s 3 [ ,, ' �� . :' �k T a DISTANCE IN FEET w OFF-SITE IMPERVIOUS AREA - DRIVEWAY: 1,140 SF =0.03 AC M {,R 5 r i T '° y >.I�K , COMMENCING AT THE NORTHEAST CORNER OF 14. EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) ' ' i _ k - I xa•`�.°F S ' _ THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF LOCATED ALONG PROPOSED LOCATORS OF BUFFER WALLS OR ROAD RIGHT -OF -WAY U PERVIOUS AREA IMPROVEMENTS - PARKING 5,781 SF = 0.13 AC (PROPOSED) C x+x'�y -^ €- ' SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 LINES WILL BE PRESERVED IF AT AU. POSSIBLE, THE BUFFER WALLS AND ROADS 1MLL 0 YARD WASTE 12,000 SF = 0.28 AC (PROPOSED) ,lam ' EAST, ORANGE COUNTY, FLORIDA; RUN S BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED ° °' 0 vi w RAW WOOD 12,000 SF = 028 AC (PROPOSED) IJO f • 1.,�, .w S 01'04'14'W ALONG THE EAST UNE OF SAID LANDSCAPE BUFFERS AND AS STREET TREES. a ' S LOADING RAMPS 3,000 SF = 0.07 AC (PROPOSED) ''. j�a..� ��' „ , j'( N `' - SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 466.62 1, DISPLAY 2221 SF = 0.05 AC (PROPOSED) # 5. „."` ` r g"• = 'y' - ^ ,- oA 1 FEET; THENCE RUN S 880325" W 43.47 FEET TO 15. REMOVAL OF EXISTING PROTECTED TREES WILL BE UMITED TO CLEARING ROAD I TOTAL 35,002 SF = 0.804 AC SOURCE LABINS USGS TOPOGRAPHIC QUADRANGLE MAP WINTER GARDEN, FLORIDA THE WEST RIGHT OF WAY UNE OF OCOEE - - RIGHT -OF -WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SITE PLAN. IN SECTION 7 TOWNSHIP 22 EAST RANGE 28 SOUTH APOPKA ROAD AND THE POINT OF BEGINNING; I, ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, OPEN SPACE: 9.71 ACRES THENCE CONTINUE S 880325" W 889.69 FE • ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE EAST LINE OF PROPERTY DESCRI: D IN THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR ' PERCENTAGE OPEN SPACE: 9.71 AC • 9.82 AC = 98.9% OFFICIAL RECORDS BOOK 4513 PAGE 4814, SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE PUBLIC RECORDS OF ORANGE C• NTY, BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. EXISTING GROUND COVER: BRUSH & GRASS FLORIDA; THENCE RUN S 0054•02' W ALO SAID EAST LINE, 458.81 FEET TO A POINT LYING 16. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TAX ID NUMBER: 07 -22- 28-0000 -00-021 1 ,, 427.86 FEET NORTH OF THE SOUTH LINE OF SAID TREES WITHOUT FIRST OBTAIMNG A PERMIT FROM THE BUILDING DEPARTMENT. THE N FDOT STANDARDS INDEX SOUTHEAST 1/4 OF THE SOUTHWEST 1)4 OF REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT O_ WATER UTIUTY: CITY OF OCOEE SECTION 7; THENCE RUN N 88'4537 E PARALLEL POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE TITLE: INDEX NUMBER: TO SAID SOUTH UNE OF THE SOUTHEAST 1/4 OF DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ` q : w WASTEWATER SERVICE: PORTABLE TOILET SERVICES (PORT -O -LETS) TEMPORARY EROSION AND SEDIMENT CONTROL 102 THE SOUTHWEST 1/4, 278.04 FEET; THENCE RUN ON SITE E S 01 °132T E 40.82 FEET TO A POINT 386.76 FEET STORMWATER JURISDICTION: CITY OF OCOEE NORTH OF THE SOUTH UNE OF SAID 17. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED AT THE g g gp O ST JOHN'S RIVER WATER MANAGEMENT DISTRICT SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; TIME OF FINAL SITE PLAN APPROVAL w w w THENCE RUN N 88°46'33' 488°46'33' E PARALIFL TO SAID w FEMA MAP PANEL 12095C0100F CONTACT INFORMATION Q E, N o O 1 SOUTH UNE OF THE SOUTHEAST 1/4 OF THE 18. ALL UTILITIES INCLUDING ELECTRICAL, CABLE AND TELEPHONE AND INCLUDING 0 00 00 PROJECT NAME: RS' , LL SOUTHWEST 114, 119.80 FEET MORE OR LESS ON-SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. FEMA FLOOD ZONE: X (AREA OUTSIDE 500 YEAR FLOOD PLANT DRY _r, OR THE CENTERLINE OF A DITCH, THENCE RUN S <s' AE (SPECIAL FLOOD HAZARD AREA SUBJECT TO / 74 °06'26 E ALONG SAD CENTERLINE OF DITCH, 19 A PERPETUAL, NON - EXCWSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS INUNDATION BY THE 1% ANNUAL CHANCE FLOOD EVENT YARD WASTE PROCESSING FACILITY 338.72 FEET, THENCE RUN N 00 °48'44" E, 257.48 'AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND BASE FLOOD ELEVATION DETERMINED) UTILITY NOTIFICATION A 850 OCOEE-APOPKA ROAD w OCOEE, FLORIDA 34761 FEET; THENCE RUNS 88 °43'18" E, 17212 FEET TO OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER SANITARY SEWER. •' = • 150 N LAKESH- THE AFORESAID WEST RIGHT OF WAY UNE OF EMERGENCY SERVICES. TI IC CITY MAY REQUIRE TI TAT TI IC OWNER EXECUTE AN ;g � S ZONING DATA OCOEE - APOPKA THEE RUN N 00 °2245' i•7 § § s EXISTING ZONING: 11 OCOEE, FLORIDA DA DR APPLICANT: RSRS, LLC. KA ROAD; NC 34761 TONY RAYNOR FEET TO THE POINT OF RIGHT OF BEGINNING. WAY LINE 355 87 20 407805 -3100 850 OCOEE- APOPKA ROAD .. _ .. _ _ _ Q I BUILDING SETBACKS - FRONT 50 FEET FROM OCOEE-APOPKA ROAD OCOEE, FLORIDA 34761 - _ _ _ _ _ _ _ - _ . _ WATER: CITY OF OCOEE 407-595 -5332 CONTAINING 9 815 ACRES, MORE OR LESS. - - - - - 0 BARN 20 FEET 150 N LAKESHORE DR. 407 - 841-8088 (FAX) H'FVeEIR N/A REAR 10 FEET OCOEE, FLORIDA 34761 tonyreynor @bellsoot.net ' HYDRANT I -U Ii. 407 -905 -3100 21. EACH FIRE DRANT SHALL BE PA � NTEDRED (PER CITY ENGINEER) IN 0..) MAXIMUM BUILDING HEIGHT: 35 FEET OWNER. THOMAS WEST COLOR AND A BLUE REFLECTIVE MARKER SHALL BE ATTIXCD TO TIC OTRCCT IN TI 0 Q W POWER: PROGRESS ENERGY 350 ORLANDO AVENUE CENTER of TI 0 LANE CLO3CGT TO CACII I WORANT ATTACHED ON A FLAG STICK ON LL W S: THE FOLLOWING SETBACKMAXIMUM BUILDING COVERAGE: 30% 452 E. CROWN POINT ROAD OCOEE, FL 34761 - 4111. E HYDRANT SINCE THERE ARE NOT PAVED STREETS PROPOSED. Z 0 WINTER GARDEN, FLORIDA 34787 (407) 856 -3223 8 MAXIMUM IMPERVIOUS COVERAGE: 70% 407-905.3000 : • E P UMINARY/FINAL SI PLAN FOR HE WE T RV 8 BOAT STORAGE (TH WFS " RV d m LANDSCAPE BUFFER SETBACKS: PAVED PARKING, LOADING AREAS, STO)3MWATER ENGINEER . G. • N /_� BOAT STORAGE AP PROVAL'S APPROVED BY THE CITY COMMISSION ON • J Q lA TELEPHONE: SPRINT AND - W J. ' HIE • E. L' 1 EBRUARY 5, 2008 UNDER AGENDA ITEM F REMAINS IN EFFECT FFECT AS APPROVED FOR THAT W J W Q FRO 1NFEETBA OCOEE APOPKA ROAD P.O. BOX 77039 , 11 LAKE GATUN ROAD PRIOR USE AND OTHER USES. NOTVNTHSTANDING THE FOREGOING, TEE WEST RV 8 > (13 O X FACILfRES SHALL MAINTAIN T SIDE 8 REAR 10 FEET WINTER GARDEN, FLORIDA 34777 -0339 ORLANDO, FL 32808 Q BOAT STORAGE APPROVAL, TO THE EXTENT IN CONFLICT OR OTHERWISE ADDRESSED O a' Q . 407- 814-531D 407 - 6495475 1 INDEX OF DRAWINGS BY THESE PLANS, SHALL NOT APPLY, INCLUDING THE CONDITIONS AND REQUIREMENTS U Q AROUND PONDS 10 FEET 407,649E582(FAX) RELATING THERETO, WITH RESPECT TO THE PROPOSED TEMPORARY USE W eL 1 CABLE: BPoGFITHOUSE NETWORK asch(erghsagoMen.con 1 COVER 2 SITE PLAN CONTEMPLATED BY THESE PLANS IN THE EVENT (I) OWNERSHIP OF THE PROPERTY I. p PARKING CALCULATIONS 644 MAGUIRE ROAD CHANGES, 01) THE TEMPORARY USE CONTEMPLATED BY THESE PLANS CHANGES, OR ( p •- 1 4 - . • _ • III THE TEMPORARY USE CONTINUES BEYOND FIVE (5) YEARS FROM THE DATE OF REQUIRED: 1 SPACE FOR EVERY 300 SQUARE FEET (SF) OF OFFICE OCOEE, FLORIDA 39781 SURVEYOR ( ) 407532 -8511 STEVEN E. BLANKENSHIP ISSUANCE OF THE ORANGE COUNTY SOLID WASTE PERMIT FOR THE PROPERTY, THE V 1,725 SF x 1 SPACE PER 300 SF = 4 SPACES 525 WEST PLANT STREET di FOLLOWING REQUIREMENTS FROM THE WEST RV 8 BOAT STORAGE APPROVAL SHALL 0 LU 3 NOTES AND DETAILS Ce PROVIDED: PARKING SPACE IMLL BE PROVIDED IN THE 5,781 SF OF PROPOSED PARKING GAS: LAKE APOPKA NATURAL GAS WINTER GARDEN, FLORIDA 34787 1 NO • AN• • A THEN BE APPLICABLE TO THE PROPERTY: AREA PARKING SPACES ARE SHOW N ON SITE PLAN BUT NOT STRIPED IN THE FIELD AS THE 1320 VINELAND ROAD 407856 -4 %3 WINTER GARDEN, FLORIDA 34787 407 - 555-4937 (FAX) A THE CONVEYANCE AND DEDICATION OF LAND ALONG OCOEE-APOPKA ROAD TO 2- p PARKING AREA WILL NOT BE PAVED. 407,856.2734 _ _ _ ALLOW FOR THE CONSTRUCTION OF RIGHT AND LEFT TURN LANES LEADING TO 0 gg3 S THE SITE TO BE CONSTRUCTED AT THE EXPENSE OF THE DEVELOPER; AND 00 SOILS DATA SUNSHINE STATE ONE -CALL OF FLORIDA, INC: 800 - 4324770 • e PROJECT NJ. (OR CALL 811) B. THE CONSTRUCTION, AT THE DEVELOPERS EXPENSE, OF RAISED MEDIAN MAP UNIT: DESCRIPTION HYDROLOGIC SOIL TYPE: SEPARATORS TO ACCOMMODATE THE LARGE AUTO AND TRUCK TRAFFIC THAT 1 1612.002 1 51 WABASSO FINE SANG B D S ANTICIPATED TO ACCESS THIS DEVELOPMENT; AND � C. THE I p 54 ZOLFO FINE SAND C SHEET i ' _ TH E N T OSU OF THE EXISTING DRAINAGE DIT H PIPES AN AADJACENT TO ^ Q THE E NCLOS R ROAD. n.' SEP - 7 2012 , U f. gI 1, !t- . I. SEPTEMBER2011 ' I Q I ryry o = O M 1 : , ° ■ ^ g' ALL WATER MAIN AND FITTINGS SHALL BE DIP FROM THE 3 I , ry • e i CONNECTION TO THE EXISITNG WATER MAIN TO THE FIRE 0,1 = B B 0 c LINE DETECTOR CHECK VALVE ASSEMBLY. THE CROSSING t" I 'yh • ry ' \ = , 3 = 1 OF OCOEE- APOPKA ROAD SHALL BE BY EITHER SDR 11 ` , „ r i • a IA -1 ZONING' HDPE OR DIP IN STEEL CASING PIPE AND IS DEPENDENT a Oy y FOUND 4 41' CONCRETE ,� •h UPON PERMITTING THROUGH ORANGE COUNTY. ry • "EC .` • =• ' 30 ' ,^� c.: o o' MO 9MEN7 N0+ v 1 FEE RNER 0 OF �', ti y • o UNPLATTED \ N'`..' OF 8" HOPE PIPE (SDR 11) WM SEGMENT <'''' ..q , ® o & 1 1 1 , O = ^ o ` CENTERED ON PAVEMENT CENTERUNE �9; z $ ` ( Q \ � _\ SO NO JOINTS UE UNDERNEATH PAVEMENT @ , � c Q g Q\ Sry , ' u O oh � ER OUAU= WALE \ \ _ p� DOUBLE DETECTOR CHECK ' .,1 } y .� i v'+ ' � 4' \ _ — tt, h v � `L _ , _ VALVE ASSEMBLY , Y ha: ry ,Y W — O Z ° A ; u EXISTIN 8' BER ` \ k' EXISTING 8 BERM / E I n ' 6 V vikiliNg„, � �D - - PROPOSED FIRE g, PROPOSED FIRE t \ W HYDRANT ASSEMBLY ry 7' t APPROXIMATE LOCATION OF N MO e 4. r ' HYDRANT ASSEMBLY— „ -y y'� '7 '�1" O 0 + WITH (2) BOLLARDS y tip• ^1.'= '' 11011 X ^ �o v O MATH (3)80❑ARDS v •r LWIIlr,., �t ry { .'p'E , — � A ;�o , I �� ,y 7' 6 h STOCK PILE LIMITS 0 0 • , ,o, � �' - `.I `�Y�I 1 8"x6" RE o ER, • 2T AP O \7� I� I ' � ' ' �_ p r • e � r 1 , 1 SADD 2 LE 8 AN VA �� , 1, — � J -- DIRT W W e" \\./ W [�� ... :oiii n ° o vuo s': \ I , ''t LOADING RAMP a 'as °BEND c g- - -=—n ro eka °xe ^rEE J s I ` ,; N 11 L _p p v' �1 q a ® ' �1'�� u' ' s ° N 1 [ i1 •� D 20 40 ` I . - 30 C.Y. REJECT WASTE .— ti r ©�^�I�(1 a DISTANCE IN FEET -; o z F OOD 1`p," , ti • , 1 EXIST. FI HYDRAN „� 9 I , �,� � . , •'ll ^:�` �' • CONTAINER ^? a,� 9 O a ,o �L \ . I ' : 1 �' ❑ i .3 p � ' � • p `i , ' 6 = ENTRA SIGN , ����•' \ , ,.z ZO�JE AE I F � 5 000 C.Y. - - - _ , �i • I a �r w °� i �"� \ (TYPICAL STOCK PILE / bA� 0. 9 Q r \ / I • /• .�- e••` p ti LEGEND (7 DIRT SEE NOTE 1.) / 1 • / // y — Z N' _ LOADIN RAMP y ry 0 9 / I ` _, w ._ _ • / ASPH A LT ri ry� I HEM NG SPRINKLE' ¢ Z R/1RFA -- r ,\ / y 1 - 0 ' I -- ' o • j / yy � ` A -1 ZO o m m O C YPI I —< 1 , A O U ¢ = g ' PAVEMENT. 1 ,17k1' I # 7 0 0 �' ° ° 2 5 PICAL I - _ . % ; ; � . • = ti � / ry h —ox• OVER HEAD WIRE N i I M S N OTE 21 1 , a�w- )/\ = 1 \ \ '{ , ' , } , p - I ∎ - ∎ t e R 1 ` � �— -= o � \111 Q I ` ( � / / YARD WASTE /MULCH AREA R I\ II -1 ZONING I _ a d ��/ GAT . M� _ PROPOSED m u1 m I ,, 1 3^ V► t 11 / \ , '_ , Flii o = e , : a1 I 35 ' SILT FENCE PER - ° : ' °" ` FD O T INDEX 102 p y. ,., ' `' d z a O 1 ti'f " Y N SCREEN �•� \ , ¢ c o 3 v LT3 id , - ! L I o �'` 'b I LB ..tigeJ ° ,o Q ^ = � , • :� 6 I I ` ry ti TS TOE OF SLOPE �i o 5 ,,� �- - -, ;� 0 D RgNFIELD (SE. Y h � ' I a \ O .. ..o- F\ DEY L $H EET B) • I — P•rR INE � �+ + � / ~ ° -� I fs 4/L 'es V v �t tt 5 S 1T S 2 1 1 ; ! ' / I y ty\ I 0 -- e 1 \\ \‘ \ r` Ire Ilk —�- „ \ I 1 1 e , p I I —117 r i I ‘'l I I OA / \ `� \ ` > '' 9 = \ /.,O' I ` \ PARKING AREA ��� y 1 , ----' ,'ti. PLV = SPOT ELEVATIONS — \ s 1 ' 7% N''''', 5,000 , C.Y. °_ L _ - - - - o o ti FT. NGw \ \ Q, �j.. a (TYPICAL STOCKPILE SEE NOTE 1) ,,s7' 1I N L C EP11cT . . — I ry , ` ( / \ ANK -.;-' ry ^ h AND SHRUBS 0 I _ \ � ` \ , "1,. 1 � , 1 \ v - _ _ ^c N` - - y (SEE DETAIL SHEET B) , :` � ,W — — ` I 2 �` _ j LANDSCAPE TREES 1„ ` `� \\ i t a D U - - a `z ter,' I I h , ap l `12 EXISTING TREES \' �" POTABLE WATER SERVICE FOR OFFICE/11 3"' 1 3 ,/ ` t I\ ' I\ \ , .1 1 ; %6 \t � S ry ^ ' 6 ( .„1.1„ N "' `r' '' , `� � � t \� m yb TO COORDINATE WATER SERVICE WITH OCOEE PROVIDED FROM OFF -SITE OUT PARCEL. CONTRACTOR o .^ .; \ 1 , '''''"2- ' I \ g p \ INSPECTOR TO CONFIRM SEPARATION OF SERVICES FOR I b { I / � PROPOSED ° \` \ V�t \ \ ° / = _� 6 r�� ^ ` _ : i 5 ' /�j/ ti �! w ), RSRS INC AND SCOTT WEST PROPERTY d " / / / ASPHALT \, \„ ' \ \ , \ •. �,� __ ! PROPOSED �� � SUPPLY WEL , °` � - = a , PAVEMENT w w w \\ E .IST , / - - ` , (a) 1 1 D'x2D' I a ry s s a 1� . � /NG 8 8A /PA PARKING SPACES 100 -YEAR ■�\ _ M / 7 d I P ME 1 ,' G FLOODPLAIN ,, \ .• �s B ER ! , 5 P EqU ED . ! I I ryry ti w w � >�i � i l i _ L = g R k� N G N7 � , ,, 6 4 e h s , AREA � 11 , a � `SF . . g REq u O I I 0 0 0 W ),<, , .�_ \ \ -_ ` � '� ` ` --- I , od # o \, :s:l- - TRUCK/TRAFFIC Q o O I ` i > 1 v ' �3 FLOW PATH 1 L — — — \ \ � � �_ • '�� �_��, "� , _ I� 2- ^� _^ �lg,- \ I =` !, = o% STORM WATER FLOW w • \, \�t \ \` �.��� °x t'_��, s" �� ` \ 25 S .. �"'• „. ,� \ 1 " I , ryO `� D IRECTION AND SLOPE / FLOOD ff 0 I .. '* � _ h TRESPASSING SIGNS \\ y' —� '� ., _, - _ W, .UAU WALE \ I EL =110' \ ` � 1 ` \ 'U ° re — � � �� I m Pt ` \ 0 \ \ i t IA -1 ZONINGI - `. L.� O ��C ` • • \ 1 SO LI BOUNDARY NOTES: \ B �' 1 :. O 1. SIZE AND LOCATION OF WOOD MATERIAL PILES N1AY VARY WITHIN THE STOCKPILE LIMIT AREA. ---\- --- . .„._,_ �'7^ -- -t 90 6 ` ,,, a 2. 25 FOOT FIRE AISLES SHALL BE MAINTAINED BETWEEN STORAGE PILES, PILE HEIGHT SHALL BE B �� \ ,� i," X SOIL TYPE Q W I 1 NO MORE THAN 17 FEET. FLOOD -----.....\_ �j — �y� T I ` � 9 ° `� 0 O 3. TOTAL SITE AREA: 9.82 ACRES; AREA DISTURBEtl @@ : 6.81 ACRES; ZONE AE ��\ ` " \� ` C I e �o D TYPE O F SOIL Z O AREA UNDISTURBED: 3.01 ACRES EL. =111 \ , �� ' 51 WABASSO FINE SAND ci 4. CONSTRUCTION SITE WILL BE INSPECTED FOR E PROBLEMS DAILY AND AFTER EACH FLOOD ` - ` v a I i 9 A s4 ZOLFOFINESAND a J U p RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAUGE WILL BE ON SITE TO MEASURE THED ONE AE \ �'Y \�- r; \6 TB 1 1 W y O ce s 111 RAINFALL AMOUNTS. a � - D ESGNATION MATES SECTIONLETTER E- y EL D Q UNPLAUE E =1 _� \ e , Y > 5. CONSTRUCTION INCLUDES TEMPORARY STOR ATER MANAGEMENT AND FIRE PROTECTION ?`•`` I NOicA ES oIRECnoN NUMBER INDICATES ° D W p SYSTEM FOR EXISTING YARD WASTE PROCESSING FACILITY AND FUTURE STORAGE FACILITY. • / , 7 `` \ m '( ° I G U P LA NE DETAIL OR £NATION F- O > / ���."r4+� r 1 tzr a 1 ' t 1 ZONING �� � „ y e SEQUENCE IS EROSION CONTROL; STORMWATER SYSTEM ROUGH GRADING; FIRE // ,\ \ l 7S TB �� ^ 4 PROTECTION SYSTEM; FINAL GRADING; SEEDING; SODDING; AND REMOVAL OF EROSION FLOOD Y OOD � ° 1 NUMBER INDICATES Cl ILL S HEET NUMBER O 4 a Z , , ,,`.1 O 14 CONTROL. suaul Llq >.1 ir: SECTION. D E T L ¢ U �6. ALTHOUGH NOT ANTICIPATED, IF REQUIRED, DENATERING EFFLUENT WILL NOT BE DIRECTED )i EL =113' -I - - y O OFF - SITE. /j .T � SECTION AND DETAIL S % DESIGNATION _ >7 . BMP's: TEMPORARY EROSION CONTROL PER FDQT INDEX 102; PERMANENT /j ., # , ,f I I / i / PROJECT A.O. 1 STABILIZATION- SEEDING AND SODDING (ALL SODDING BAHIA); PERMANENT STORMWATER �j/ � �! , r � / /// n 612.00z CONTROL - RETENTION. /// SOURCE OF BOUNDARY AND TOPOGRAPHIC SURVEY: ATLANTIC SU �_ / % T. / /i / / j � RVEYING, INC., MAY 2005 SHEET /8. ALL LANDSCAPED AREAS ARE IRRIGATED WITH A TIMED, AUTOMATIC UNDERGROUND SYSTEM �tT ,A r .j /, ,/, ELFVAp6NSAREBASED ON dUNGE COhHJ7f BENCHMARKS. 1 - UTILIZING STANDING HEADS TO PROVIDE 100 - PERCENT COVERAGE OF LANDSCAPING. 0 100 200 . /1/% . 1; I QSECTION: 07; TOWNSHIP: 22 SOUTH; RANGE 28 EAST 2 uST . al as R ? SEPTEMBER2011 . I 3" ASPHALTIC CONCRETE CROAT TRENCH IN PASHTO MOTH VARIES LENGTH (FT) TO BE A S1 MINED ON FA(31 SIDE OF FflT G(S) , (FOOT TYPE S-I COMPACTED TO 95% OF J W, i(PE B w SIZE OF PIPE " • O`00 E THE MAX. DENSITY AS DETERMINED BY - i pENtl#IG fcGj% z � � THE MARSHALL STABILITY TEST METHOD) OETAA FOR 4 1 PIPE SIZE _ �,,,,8 ��- v�U`���NIZ .^ .Tj , � � . 8" FOOT LTMEROCK BASE RS(DROIOIL FNS GRADE K 11116'Aj1 ■ /// µ IX � NO ' � ' 3 6 MIN. E $ 6' 8' 10 12' I6' Z 00 1 0' 36" F( yf I - I ypRTp > 8 a MIN, LBR = 100 AND COMPACTED 'Z, m N mINO ) FLUNG 1 • o M o II aEANMNCE (SEE NOTE 4) n TO 98% AASHTO T -180 �1 '`� 90 ' BEND 3e 46 5 64 as 77 . 105 ' t2o R ` , V) 2.` z LL Y z 45 B END 15 19 23 I' 28 27 6 MIN ( ns) BDFN DOS 0' �F WE 1 • 1 I 11 15 16 ze ' V 8 9 �Il A SEE NOTE 9 C � _ PLUG OR BRAN 74 . tt 135 13B iBe 1&1 231 285 'r � (6' MIN) / ® ®® c iII tl FILL 4 % f ' PIPE o .D ,[/��� O k BVg s" MIN f-- TRFA ' '..N9. '� Y% /. .' �� ISM I. ! ° ■ 12• � %'4��� �� - o TOTES: . SEE 1� g F 2 Aliji SE1�f 1. FIRpWS OIALL BE RES/RAINED JOINTS UNLESS OTHERWISE STEEL GONG PPE SELECT MOON MOON M� „ o NgGTFD. = FNOH �� 3 FILL N : •'Y•'•' m � ? 2. OR GREATER FULL WIN Pool I N THE TOTAL LENGTH EQUAL TO IN 7SS D 4' - o NIN SEE MINCH RTA S DUCILE NON PPE � 0 RO � FILL a( � G "• ' ; ,. • : : • � •. , � r '" OR (iiEATER 7FIAl1 S I i O R F N THE TABLE. N 1 -I 1I �TC 9F>:1E = Till i.,a• ���... • aSi'S ,. ` g 3. WHERE TWO OR MORE F3tTkN5 ARE OWNER, USE I /r 3" COVE 12" STABIUZED SUBGRADE (FOOT TYPE C) PIPE BEDDING gyh a .:•° 5 :?�4 / :S:�s} %qy% WHICH WEDS GREATE$P'. OF F8[STRAINED PPE are u4 ; COMPACTED TO 98% AASHTO T -180 (SEE NOTE 8 & 9) Yd� �/ SCHEME OF ONADIWp1G AND MAIWNS • - 4 x 4" x 4 1• S7q • / /f/ 7 A N.- , wmsBeWFn FxR 4 . N UNE VALVES AND RUN OF TEES OU TSIDE \ �/� % mil z /1 . OF RESTRAINED JOINT O THER FITTINGS NEED 1 V�_r _ . .% ... . r m MOTS. RESTRAINED UNLESS 0� INDICATED. W2 S C At la SKIDS NOTE93 b ., r 1 S 1 BANDING E TYPICAL ASPHALT PAVEMENT SECTION I L aFR9WY a PER COMMON rsaD I ° `T° TO spa` aF'"E 5' NNMI THE TPRO ou VED IN "I ES: " C 2 �B A �4 2 NOT TO SCALE 2 BIaOIi COMMON at COMM TO 9WF OF TIE EIONN_ RErF'O ME7fS SHALL w U WARM OD&V PASHTO T - 1[0. RESHIP/NT DESIGN FOR DUCTILE NON PIPE" AS PUBU 6 26 25 1.0 am 2 w 9 a USE ME A BED= TO R OEIDIIN®I DE FIELD AS DRFCIm BY DPRA 11/1114 THE FOLLOWNNG ASSUMPTIONS: AS SPEgFlED BY THE ENGINEER. o MUM COMPRESSIVE STRENGTH a 4. BY 1 CRT. PoR PPE OWEiDt LESS IRAN 24', AND 24' OVAL WORKING PRESSURE: t P.S.T.• CONCRETE SHILL BE 2500 PSI. - I. Wvan ORSRRUC ION IS VIM FOOT JURISDICTION ADOR10NAL FOR PPE WAVER N• MO URGER. SOL DESIGNATION: - "l-"�— • DING, BACKFLL AND COMPACTION REQUI E]EMS OF THE LIMY ACWINOONT ON GUDE SHALL BE YET. 5. EAU MI. NOT BE POUT= N TIE MICR DURING CONSTRUCROL LAYING COMMONS 'I • E AS SPECIFIED D DRADRAWING$. ERE 2 CASING SPACERS, ASS N SECTION 33.44. OF THE MANUAL i & ALL PPE 70 BE INSTALLED INSTALLED WIN (TELL FONG IPSTWM H E 10 RE - MAY BE REWIRED TY THE CM OR MAY BE SIASRI TED N LIEU W DIAFCIDN OF IRE ROW. & FOR PPE ENCASED N POL E, USE VALUES G FORA BOARDS SWILL BE REMOVED WOOD SODS MO 81M IN, MP. o o g o 0 7. REFER 10 SECION 32.5 4F TIE YNNNL FOR SEEM IMO NNOO OF 1.5. PN2ETiE5E$ OR NCRELI N P E GIVEN VALUE BY A F S. NO ALLOWPNCE SHALL BE MADE FOR 4. TWE E PROTON, , CASNG EXTDO C • GREATER THIN Fk1VA EDGE OF•P a & GIWMIY SEWERS SHALL UNITE 1TPE A ED011G, P MOD ED BY 11E FRICTION BETWEEN THE PPE WALL x. �4t ar..s AV SHILL NOT BE LESS THIN C BEYOND EDGE OF PAYOEN1 N A CASE L o THE 0111l1FR LUIS MN • TO BE COY%ETEb BY ENGINEER. COLLAR. CdR. PSJ . rM.• CM W IM RE RE LONGRI CASINGS F MOO R:R ME GS FOR DEEPER BORES, - ,, Ir. MO C WWI FUR PPE • 0 0 D EM FOR R IY NO I O i FE U DE CITY OF acaEE UDU DEPARTMENT CITY OF OCOFE uTNmFS DEPARTMENT QTY OF RxxlLf UDUDES DEPARTMENT CITY OF OCOEE LIT OTIES DEPARTMENT 0i a OEM FAIOML D UIWWIW — 91 ROCK j RPER TYPE A BEDDING RESTRAINED PIPE TABLE. WATER MAIN ow w .L COY SUM OEUVRE 14 If AND TRENCHING DETAIL THRUST COLLAR DETAIL BORING AND JACKING DETAI 6 3 Y FELD REQUIRED R1g OF MUM MU MERE 1O TO REICH N II i SUOBIE FORME °ATE' ANL uLD I °Vf" ma. iE1u IN ° ' tE ' AUG. 1990 I n'' '' PIPETAB I"' 104 °A '' E •VG Cacome r. IOU °ATE II." am 1` tw In U 4 � w Y S. U U Q I to b?, -. 7 2 24 4 " Cx, P'' RBLUE �Ry� HYDRANT OPERATING NUT M" EACH VALVE BOX. SET TOP OF VALVE BOX ANU FLAG FORD AS REQ'D. TO FINISHED GRADE E CAST I HOSE NOZZLE ,yi ?T PUMPER NOZZLE p ' ', F. d .PAD (4 fl4RS ALL N p� Z ND M A 6 • DICK _i5 F STREET SEE NOTE I r D NRaUU D� MUD FINISHED GRADE r 4, : P \ , _ y `21 TYPE OF VN.VE ��� D off✓ �� - ��� T NOTE I 1.. oo s LS DET SIZE OF VAME VICE ��ii7e y ii ii AT 9 • i s SERVICE Lu DIRECTION NO. 10N 8 � - ._. 7 � l � �STABI Ita! �3�O " � ✓i ' Q' � �P Ps ��� �� g " ' � � g DI M ION % ak , . � SEE NOTE 2 I r, ADJ( VALVE ABL CEWACIED 'N ♦ Infil '00 0� I. / V O �p P F EQN� I?oX .,. }• _ HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS RING r� V (AEI, pN h 2 A A A r+ �EEO ROC T NOf U — �w jS`'.�"�`'M ea* ADJUSTMENT E Rf SEAT K 4 N?�k'4'!�P !��i�_� PROPOSED * SANITARY SEWER Y J GATE VALVE 'L ON VALy� OR PIPE � r �' o '" r POTABLE WATER RECLAIMED WATER STOR SEWER ACCEPTABLE II 1� MID !/ 2500 P.S.I. UTILITY (GRAVITY & F.M) �� SHALL 1-4 rr 11i c, Ai' C CONCRETE MN MOORS - - VARIANCES �MT�E�p 2 " UNIMPROVED CONDITION POTABLE HORIZ. VERT. HCRIZ. VERT HORIZ. VERT. HORIZ. VERT. MAIN - OPERAONG MR - l v' 3 II 1�r _ t i . 12" 0 12" 3' Iz" I ! ;` � :y,"C ASELOK� , i. o __ _ „_, WATER 3• SN IT l: " O RADELOK " •• BEDDING W OG( C HA �r1 M =I DR EQUAL GAT g N ASPHALT SURFACE RECLAIMED* _ - _ - SEE GENERAL e STANDARD INSTALLATION V AND 6 WATER 3 Q 12 3 NOTES. NO.4 ' 12 • '. . ' •.• ' `. . ••. (l ) i9ooioAa�.,,, '��,A�rimii m.,,, .. ,,,,. 7z., • : � : •sC 8•• SEE DETAIL p - - 8' BEDDING ROCK O 4 . — SA ARY 0 ' 2 3 ' 0/0 2 NOTES: II' LI- 1, 1.THE DEVELOPER MAY . INSTALL THE SHEAR PAD L a y W GENERAL NOTES: RECESSED UP TO 4" 0 0 4' x 4' x 18' LONG D. WHERE 12• MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE BELOW FINISHED GRADE ( pp�� 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS Z ( y,y 1 �,,L�)�i'•�•" " Po� DESCRIBED IN FD ER. RULES OF THE FLORIDA ADMINISTRATION CODE AT CROSSINGS, USE ONE NLL LENGTH OF pUCTILE IROV OR AND SOD THE RECESSED y�� ��} 7 } ( } mtrT= DIAA E.TER ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL - - - tUROONnLLLE DISC SET N NEWLY ALES AND %IS NG OR UTEIUtt SUPPORT MAY BE REQUIRED 2.C LEARANCE BETWEEN J J N C IF 36 "MINIMUM DEPTH OF COVER IS NOT MONTNNED, SPECIAL 1. PVG EXTENSION$ SHWL NOT BE USED ON VALVE BOX INSTALLATION. BOTTOM OF BOLTS AND Q C) Q ') GROUT AS SHOWN LANES NOTES: _..I W a IMPROVED CONDITION ABOVE. 2) FOR THE PURPOSE OF HIS TABLE, RECLAIMED WATER SHALL MEAN PROTECTION OR PIPE MATERIAL UPGR .DE MAY BE REQUIRED TOP OF SHEAR PAD L O re UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY FA.C 2. TFE IGNITING NUT FOR DEEPER VALVE$ SHALL EXTENDED TO r NOES: t7 -610. OTHER TYPES of RECLAIMED WATER ARE CONSIDERED RAW CONE UP TO 2 FOOT DEPTH BELOW FINISHED GRADE• SHALL BE 6" MINIMUM, ILI h E 1. BRONZE DEYTFlGEON DISC SHALL BE MOPED FOR ALL VALVES 18' AND 6) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH 3.HYDRANTS SHALL BE PAINTED Q I SEWAGE NW SEPARATIONS LISTED FOR SANITARY SEWER SHALL AP- Il R, OR AS REQUIRED BY TIE FOR CRITICAL. OFFSITE VALVES PLY ANY PAnr or A SANITARY DR STORM wnr_R MANHOLE GR sTRUCr- 2. VALVE COLLAR DIMENSIONS MAY BE 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE LIRE. OSHA YELLOW AND AFFIXED CO 0_ LARGER WITH A FLAG AND BLUE CO or RIPE UNLESS OTHERWISE SPECIFIED. CITY OF OCOEE UTUTNS DEPARTMENT 7W1T6 CITY OF OCOEE U DEPARTMENT REFLECTIVE MARKER FOR ID. pTY OF Of.VFE UDIITIFS DEPARTMENT Q REDUCED TE T IO 8 � x 1 � x B N � � WHEN OTT CF OCOEE MIMES DEPARTMENT 4) ACCEPTABLE VARIANCES: THE A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE. DUCTILE IS NOT REQUIRED. WATER IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT UTILITY PIPE MINIMUM SEPARATION W LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- E R_MENTS TABLE GATE VALVE AND BOX DETAIL O VALVE COLLAR DETAIL CASEMENT MUST BE uSED UNTIL MINIMUM CLEARANCE IS RE- R FIRE HYDRANT ASSEMBLY DETAIL S § GAINED, THE WORD MAY AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY ENGINEERS I } DATE I OWN *CL I'''' OM DISCRETION TO BE TAKER ON A CASE BY CASE BASIS. °ATE. Ma NW I DVG WISP IEIO IN DOTE. a __ 11.4 G., I LN - DAtE� 8.6,95 I °"' ROM IRIS 402 L§ 1 I PROJECT NC'. 11- 612.002 SHEET 3 SEPTEMBER 2011 Ma/ AP PIPE CAP . IN PLACE I , I — FEDERAL TRAFFIC IRA FEDERAL TRAFFIC 3 /! "OIA x6 I /O ° YELLOW YELLOW !; PIN W /LOCK 'Re 1 1 MOMS PREMIER 1 11 4" SCH40 PIPE 4" SCH40 PIPE 8 0: • o'� DI. THRU E $ F GATE (RITE TIE CST " 1` 'i h n E & , 3 LATE VALVE 1/2" SCH40 PIPE Y � � WELDED IN PLACE ' I •) E2 �pAPED) ■ . s o 1l t : : 4 ow. m 9" MIN lb - - 71 W t . ✓ ✓iW"rr ° n r ✓ GG97i c 7YP. tE01lsED) S i `/bi ✓J J ✓C ✓. G ✓� m � ' • 300 0PS7 CONC. MIN. % Fi 3000P51 CONC. MIN C ROL CRIOE • . AI i plY R13RD. ` IYW ) :$ RCE ; I i ! . I ii �c i ;41w : we , `✓ � en ai REMOVABLE BOLT ARD FIXFD 301 I ARD M w N.T.S. N.T.S. N ■ NOTES L THFEACED SCHEDULE wlSEn STEEL at BRASS. I 9 BOLLARD DETAIL o °z Q CAM SEPT, 2010 owe FIG DC 603 e- ` a a $ g g ci o a w STORMWATER POLLUTION PREVENTION BEST MANAGEMENT PRACTICES Co z; H ' r MTV OF OCOEE UTILITIES DEPARTMENT EROSION & SEDIMENT CONTROL NOTES: BEST MANAGEMENT PRACTICES FOR FUEUNG PROCEDURES o 1. ALL SILT FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION. REDUCED PRESSURE 1, STORE FUELS AND FLUIDS IN SEALED, CLEARLY LABELED CONTAINERS. 41 0 BACKFLOW PREVENTER w 2. CONTRACTOR SHALL DESILT ALL DITCHES AND MALES, AT COMPLETION u 6 2 KEEP CONTAINERS ON A STABLE, IMPERVIOUS SURFACE. I OF CONSTRUCTION. w i snr¢, "r " 11. . I `la 'T 3. KEEP CONTAINERS COVERED. ci o U LA 3. DISTURBED AREAS WILL BE BROUGHT TO FINAL GRADE AND SEEDED OR OTHERWISE o STABILIZED. 4. KEEP STORAGE AREAS SECURE. Y w 4. EROSION MID SEDIMENT CONTROL SHALL MAINTAINED 5. KEEP CONTAINERS AWAY FROM SURFACE WATERS AND PUBLIC WATER SUPPLY U DURING AND AFTER ER CON CONSTRlCT THE PROJECT. OF THE PROJECT. ECT. THESE SE CONTROL L MEASURES VVELLS °w SHOWN ARE THE MINIMUM REQUIRED AND ADDITIONAL CONTROLS SHALL BE UTILIZED AS N en NEEDED DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION 8. 'PREVENT SPILLS WHEN FUELING VEHICLES OR TRANSFERRING FLUIDS FROM ONE Z OPERATIONS. CONTAINER TO ANOTHER SOD ¢ 7. TRAIN EMPLOYEES TO PREVENT, CONTAIN, AND CLEAN UP SPILLS. • mill ,_ " 1 8. PROPERLY STORE AND DISPOSE OF CONTAMINATED SOIL AND MATERIALS. SILT FENCE FER OPERATION 8 MAINTENANCE. Poor INDEX. 9. IMMEDIATELY REPORT SIGNIFICANT OR UNCONTROLLED SPILLS. IF ANY OF THE MAINTENANCE OF THE STORMWATER TREATMENT SYSTEM SHALL BE PERFORMED FOLLOWING OCCURS, THE SPILL MUST BE IMMEDIATELY REPORTED TO THE - =IIIIIII� ON AN AS- NEEDED BASIS. MAINTENANCE SHALL INCLUDE AT LEAST THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AT (407) 8974100. FOLLOWING: A� N 1. REMOVAL OF TRASH AND DEBRIS. • THE SPILL IS NOT CONTAINED IMMEDIATELY. z • THE SPILL AND CONTAMINATION ARE NOT COMPLETELY REMOVED IMTHIN 24 HOURS. 2. REMOVAL OF SEDIMENTS WHEN THE STORAGE VOLUME F OF THE STORMWATER MANAGEMENT SYSTEM IS BELOW DESIGN LEVELS • THERE IS IMPACT OR POTENTIAL IMPACT TO GROUNDWATER OR SURFACE WATER. w SECTION A -A. 3 STABIUZATION AND RESTORATION OF ERODED AREAS • THE SPILL IS 25 GALLONS OR MORE 8 NOT TO SCALE w o 8 Optional Post Positions Principal Post Position /r (Canted 20' Toward Flow) °' GENERAL NOTES: U Z Filter Fabric 1. POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE 25' m7 If' Silt Flow ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. Q — __ Jr 2. THE TOE OF SILT FENCE SHALL BE TRENCHED WITH A SPADE OR MECHANICAL TRENCHER. AT "OD THE BOTTOM OF THE TRENCH, THE SILT FENCE SHALL BEND TO LIE FLAT ON THE UPSLOPE FACE. t 0 23' 11' 20' 15' _ 4' _ 2' 4' 4' 4' 4' _ WHERE FENCE CAN NOT BE TRENCHED 0 E. ON PAVEMENT), A 12• FLAP OF SILT FENCE SHALL LIE J LL �'v 2' ___i' W Post Options Wood 2 1 /2 Min. B SECTION FLAT ON THE UP SLOPE GROUND SURFACE. THIS FLAP OF SILT FENCE SHALL BE SUPPORTED BY V) 0 WASHED GRAVEL �I Ll1 N SILT FENCE PER Four INDEX. ' Wood 2" x 4" I L m $ g oak 1 1/2" x 1 1/2" Steel 133 Lbs Ft. Mm. Filter Fabric (In 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES IM TO ALLOW FOR THE Q 00 .J EL. =114.0 / 6' Max. SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILL.ED WITH COMPACTED MATERIAL. Z TJ E a BERM SWALE Corformance With LLI 0 `/ / / \ / \� /�\ —EL =1130 v Sec 985 FOOT Spec.) V CO // ., � - I Cl 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN " W Q Q o EL. =112 0 N roil WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST. 0 V 0 EXISTING - _ 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR Z. a' O ce DITCH , _ m �I IMO& REPLACE PROMPTLY AS NEEDED. Q, w R be 6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 8INCHES. "1 t— LLI 0 - 0 ELEVATION F-. //// Q Q / / i SECTION A -A ' 7. ACCUMULATED SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS / TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. 0 W /// NOT TO SCALE NOTE: SILT FENCE TO BE PAID FOR UNDER Z. 0 0 THE CONTRACT UNIT PRICE FOR STAKED / /// SILT FENCE (L.F) ›- Q TYPE III SILT FENCE TYPICAL SILT FENCE CD • NOT TO SCALE PROJECT NO. 11- 612.002 SHEET 4 SEPTEMBER 2011 I no pi I 1 FOU 4 CONCRETE I I l e FENCE ENT 0j' i 1 I E illg { U N P ( A T T E O FENCE COR ER 0.7' N. ' I I i ir E \ ,•-i 1 VA • \ ......_\ _ .2 \ ..... _ . .. _ j _ _---- "'"'"" — A --------- gS - 1 1 - --- -js----3-AS \ l[ \ o 1 . EXISTING 8' BERM • e : ` / — 1 EXISTING B' BE RM i ___ r _4 1 I . N • 5 o �� � � / " w w • w l • w N 1 e i ., Mi l DIRT lik LOADING RAMP t ` °,• z M O a % N . y I o o I D 510 "°�° ---- ‘11 lr – ;. I �� e' o W 0 R‘lik = 1 - f ' • I -Iv A ‘ "t F \ � 5,000 C.Y. , f I I ► �i� \ � 1 ° n - - -� ( TYPICAL ST OCK PILE / •..- _.e•• t \\r I ill ° LEGEND - DIRT SEE NOTE 1.) v \ LOADING RAM = t ,N I -- ° ° CC \ P HPAVEMET LT 2 I SILT FENCE PER a ` `E> -{ U Q C FDOT INDEX 102 O o I I i t % / / \ \ - O >- �� ' l ;Ng � ' , / TB TOP OF BANK I \ 1 / / YARD WASTE /MULCH AREA 4 '1 \ ` aN _ � i • - TS — TOE OF SLOPE IIII '� I \ I a11!�� • I I I c �� -ta I \ • � I 1 -- T 17 ESCONTOURS • ..,� � . I ,•01 F 1 J i � � � ( 1 1 ,• `iREES Lo : / Jwo1D\<: I I a e o . \. I I •� ' �I I I y 1 I R ; I EXISTING TREES a I \ r _ - \ r • l ,y„J 1 \1 \ v \ \ D , 1 V1 EXISTING 8 BERM .. � • PARKING AREA / I T% 000 C.Y. L 1 \ \\ \\ :\ \ ` `, _-- / / (TYPICAL STOCKPILE SEE NOTE 1) Y ' ' \ SF SF l / 2 I I /// j% / ASPHALT o 'd" \ t \` \ ` , \ L — — — — — —N .. A F \ i ` ;r :.,• -' . �. a _ ._ _. _ `° `),_ / I \, \ \\ \ ' \� 5 °Ie - i _- . ,�, \ I�� 1 7 \ 100 -YEAR \. \\ \\ \ \ \.. \ 1 t$l'- \.„,-- \. $:, ( 1 1 \ FLOODPLAIN I I' `1 \ \, 1 ` �' � j s� 1 \ AREA co 1 I \ � I P TR U C K AFFlC z � ` I I p � _ �\ /� 1 FLOW AP 6 O ; r ' ` �� � �� / �— _ _` PROPOSED \ � \ , ; \ \ ' , i \` ` \ \` = ' ` / SUPPLY WEL �0% S TO RMWATER }TOW Z US _ O 70'x20'\ `� D IRECTION AND SLOPE ,'. b \ , pis EXI S TIN G ' —. '. / UNP a 4 4 SF� 8 ' B 7 E AVED _ PARKING SP CES- I , \� ', v 1I M I pgRKUIPME N 0 ° I .•. _ SOIL BO UNDA R Y o _ G rh ` W 4; .., T ` � N 8 % L\ - o I \ ` o \ \, 1 \ - � • \� �-� • —.; _ — — ` ( \. __ --,78,,„, ^' \ SOIL TYPE I \ \ ` 4C \ \ le a _ —��� � �� � I ' L _t _ — 3 \ \ c , \\ o SOIL of saL o t \\ ` -`�`,� � \ I \ 51 WABASSO FINE SAND $ \ _ � \ ``�-- �'���_� � \ I 54 ZOLFO FINE SAND Q Ro \ \ - -.'..,.........,,..._ <---------.,„_:_''',,,,......_ -"-\ I ---.-„, 7E3 \\_L 2 rs 4 \� 1 -" O Q W \ \�\�,`` TB - z o U �w � r ui0 ce jp Yom\ Tg w UNPLAUEO ` �1 `_�\ ) 1- O _ -` \_ o as Tg I— 3 w NOTE: \---/,?, \•r �n p O LU PLEASE REFER TO SHEET 4 FOR SWPPP NOTES AND DETAILS. \� F - - - _ . 1 O •_� o m PROJECT I.O. 11. 612.002 SOURCE OF BOUNDARY AND TOPOGRAPHIC SURVEY ATLANTIC SURVEYING INC ., MAY 2005 I ELEVATIaJS S AR BASED AS BD ON ORANGE COUNTY dENCHNIARKS. l\ ,. ,, SEC110N: Si; TOWNSHIP: 22 SOUTH; RANGE 28 EAST Z. 1 POINT OF COMMENCEMENT NE ORNER F THE S4 OF TH£ C sw ,fa O a sECT1 aN 1/ x - zB I. S _ _ - 1 ab ;fie EAST LINE OF SE I SW1/4 1 6 ..3. ,/" ry y SECiKIN 7-22 -28 WI ( 4,1,‘ I' +S POINT OF BEGINNING ry' 1 OO • ' • gab F 4. 4T CONCRETE i 1M1ry I , • • _ FENCE CORNER N 0.6'. W 4.B' . �` • ry " I M1 \ yA FOUND 4'%4' CONCRETE MONUMENT NO/ • ' FENCE CORNER Ox' N. S M1% ; - --- NT • ° • ry VINYL FENCE " 0 9 \ o S 88 "1325" W 889.69" ^ 6 _ . `h \ •I tPO.L • • ` ' ." ♦ 58:. 13'25'W 6a4.69'(TO P.O L:O o" �: ^ airy •` _ - _ - /____ -_ � �4 I ,A.1, 9 1 _ 4' LI e ry ■ / _ I FENCE LAHCSCAPE BERM • DESCRIPTION: (PARCEL 1D #07 22 - 28 - 0000 - 00 - 021) / _ j IQ ,, \•':. �'� '� l ' wNOSCAPE BERN - - - A`ry. _ .6 - - � y / `ry ` F \ 7 ' }y � ` h6 MORE PARTICULARLY DESCRIBED AS FOLLOWS: JJJ 1111 tt tI I I(' h + ry Y I COMMENCI AT THE NORTH CORNER OF T HE SON' HFJST 1/4 OF CE T SOUTHWEST 1/4 OF SECTION 7, pry' o I 1 1 I I OE OF SLOPE M1� ry y I y • // .I TOWNSHIP 22 SOUN1. RANGE EAST 28 EAST, ORANG COUN FLORIDA; RUN 6 01'04'14'O ALONG THE EAST LINE \\ \` \\.\ , i \ COVICAL) � 1 � ' b ' 4' )'''''''' I T� ry"i `"0. 1. • L. I ` Y$ " K I • M1 \ L � M1 M1 h I { 0011525 88969 FEET TO THE OCOEE EAST LINE OF A OF PROPE DESCRIBED IN OFFICIAL RECORDS BOOK 4513 --\ 1 TOP OF OWl v h? ,� W ALONG SAID EAST LINE. TYPICAL) O 1'' M1 , 45681 FEET TO A POINT LONG 427.68 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST 1 4 OF THE • f � I j h N 4 ) 1 q � ! A01t, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN S 01'04'02' 1 , • SOUTHWEST 1/4 OF SECTION 7; THENCE RUN N 8646'33' E PARALLEL TO SAID SOUTH LINE OF THE ,'M1 ":D '- h D ] 5,5 4 VD SOUTHEAST 1/4 OF THE SOUTHWEST 1/4. 278.04 FEET; THENCE RUN 5 01'13'27' E 40.92 FEET TO A POINT `�M1 "' y N 5 S ; 0 • ti ry ry� M1 0 ,SDI M1 • ' " 38676 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4: THENCE RUN N 1 .2,.. j h4 `,. � \` , ' {^ 88'46'33' E PARALLEL TO SAID SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 119.80 FEET i 1 . I •,,: •` •', I - �' MOPE OR LESS THE CENTERLINE OF A DITCH; THEN RUN S 74'06'26' E ALONG SAID CENTERLINE OF OUCH, I <1_,„ / 1 K 33872 FEET; THENCE RUN N 00'68'44 E, 257.48 FEET; THENCE RUNS 88'4316' E, 172.12 FEET TO THE x , II I - ' I ` AFORESAID WEST RIGHT OF WAY LINE OF OCOEE - APOPKA ROAD; THENCE RUN N 00'22 W ALONG 5AIO y "0.' WEST RIGHT OF WAY UNE 355.87 FEET TO THE POINT OF BEGINNING ! i I , N5 ' 9 � q ` •S � ` > > ° ,, 9 ryy ryM1 ry " , I,ryy V ry}.SE :''''' eh C ONTNNING 9.815 ACRES, MORE OR LESS. 'V 4 WITHIN y 25 FEES V I \ IL S i 0 `) / PER MINUTE OF THE DITCH C TERLINE UTE BOOK 30, PA 250 ` I ;or ,...„.„, <5 , \ \ , V / r, „4? ..‘ „P ,,,,, . \ \\\ \ \ � , \ ‘ /1/,,,. • 6M1 ` ,'y M1 ; , • ' x \ .;4U \ M1 0 ry O ry 0" ` �ti SITE a.c... AR. 1 ry9 � \YYY \ 4 1 <I. GI 1 OF 2 ON R00 cAP 12 I Q \ `` ; \ ,,\ \r . . ti ^ , 6 • • • • ry 1111 • ELEVAipNEDt22B.64415• • �u L4mn I \ � \ ., �" J 1 M1 � \ \.,. 1 \1 \ \ i A \ \�� \ ' \1 \1 , • �\\ ,` h r \ /Z 0 I06.5J' ` , M1 POWER POLE `11 E 12 I . 1 - (D) = 1 'g .,II' ` • /r IAON ROD rim, (M) = • 6 ,^0. \ KED PLS{200 N = WATER VALVE waI11 \� \, :' 6 W. ^ �� • �6 • i0 BENCHNIRK2 • • TH ` ` ``a . $4..1,,,,,,, •I• 11 R ` �rI p d -SIGN „' \\ 1 1 ` ' � \ / CAP MARKED "LR8915' \ - ` \ \ T ry I l3 = LIGHT POST a In I ELEVATION= 11873 0 6 o ryM1 \ ' .,,,,,\1 ; 1 • \N ' \ \ o- • `, >/ 69 5 7J . ` 41 a' '''''N .`9 o: 1 ya 'O =FIDRAN . I i , ., 6 y \ b � • g O f �ti P.a L. =POINT RE HY ON HNE T ■ � bh 6 55 \ sw‘ �y� - � . == - ,ry 8 te s W \ I >P �o N 88'46 '.3"\J")1 \ c,, "\ ?78.04 " „,• . \� \`` ` e 9 6 ,..,. ELI ` - � ���� \_a T' e ' N88 "E - -= _ 6 S ' I 6 N 77 N 9.80 " ���: I y o s 7`{06',_: -'- I q p69 °° � ~ 2 mi _F _ �•� \ 00N40.477£O _ - T c\\ ;tea `�- -.. , `6 427.68' � • 4 � - N 386.76' \-`\ `�.. • _� -- r NEADWALL - - I - - -� CONCRETE INV =111.15 MV =111.40 I CERTIFICATION TO: u I/f OWmrn G IBE f� SHUFFIELD LOWMAN & WILSON, PA. CRY DE OCOEE ' I7I OWNSHIP 22 s, R =GE 2B E - RD :6 s ___ - __ J _ ___ -_ J __ ___ _ __ SOUTH UNE OF SE1 /4 W SWL_OF SECTION_? I onTL 10/11 PI ' ''''''''''.141111' SURVEYOR'S REPORT: Date R « I. LEGAL PROVIDED BY CLIENT. 7/6/12 ADDED EASE NT PLAT OF BOUNDARY & TOPOGRAPHIC SURVEY x'"D B 1 _ 55. IMMIMP Ma 2 UNDERGROUND UTIUDES AND /OR IMPROVEMENTS WERE NOT LOCATED EXCEPT AS NOTED. 8/15/12 ADDED CERT T HAMES h CHANGED PAGER C+1 BY: 5E I 3. BUILDING TIES SHOULD SOT BE USED TO REESTABLISH BOUNDARY LINES I 4. REPRODUCTIONS OF THIS SKETCH ARE NOT VALO TROUT THE SIGNATURE AND THE ORIGINAL RAISED 5BC1 7, Township 22 South, Range 28 East PRAM al: Su 0 523 PUNT STREET 7 SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER - /4 NE 1/4 NW 1/4 18- 22 -28. BEING N 0046 _ WINTER , FLORIDA 387 5. BEARINGS SHOWN HEREON ARE BASED ON E LINE NE 1 a� '03" W. ASSUMED (407) 656- 3590 /0 4993/FAI (4 47 07) 656 -4137 STEVEN E. NSIIIP 1{5361 JOB N0. 1030BM FLORIDA 6. ELEVATIONS ARE BASED ON ORANGE COUNTY BENCHMARKS. LICENSED BUSINESS /8915 STATE OF FLORIDA • al 3 IR an ilc. :to hilliS . • . 1-4 4$ .1''''' VOL To kt 2 IMO E ii .;., r �lt Not Chipping Chipping II Approx. Distance $ Caterpillar 111 Cummins 111 Caterpillar 111 Cummins 11 I 10' 99 96 102 100 20' 94 94 98 96 .30' 89 92 96 94 , 40' 86 91 94 93 50' 84 88 90 91 75' 81 84 86 88 100' 79 82 83 86 125' 77 80 80 83 150' 75 76 78 79 175' 72 74 76 77 200' 69 72 75 74 Inside Cab N/A 88 N/A 94 NOTE: All readings are measured in decibels. Readings were taken from the power unit end with the exception of the "In - Cab Reading" The above engines are available on the Morbark Model 1200, 1300, 1400 & 1500 Tub Grinders. Mo yv-e for i' JUL 2 9 gt° \ MORBARK 1300B TUB GRINDER i. • ` , ■ • • r:. ` ' - : - .4, i : e+ • Y • t , BENEFITS ' 4 i • Full hydraulic tilt tub provides easy access to grates and anvil for routine maintenance • I • Backed by a world class parts & service support team. } °'` • T • Long lasting, durable machine that holds its value. t 144, } • Proven drive line protection system that protects against catastrophic damage " � r,� - t from contaminants. ,, . , . - - - r _ ______] ,anti F 11141 i) • ami ow m I • _ _ _- • Ras," Morbark Integrated Control Systems TORQUE LIMITER HYDRAULIC AUGERS HAMMERMILL The ultimate diagnostic system; monitors The full breakaway torque limiter system Quickly remove product from be- Laser -cut, factory balanced ham - hydraulic pressures, temperatures, dutch protects the engine and clutch against neath the mill and during material mennlUs with forged hammers 3�; systems, tub rotation and engine efficiency while shock and overload without stalling the surges, pressure sensors automatically offerunstrp ducat b*ty and r automatically adjusting to maximize performance. enigne- slow tub rotation to prevent plugging. ( SPECIFICATIONS GENERAL TUB with double-edged, replaceable cutting tools Length (transport) 45' full hydraulic tilt 1 "thick wear form steel split screens Length (operating) 63'6" 13' diameter tub opening, 10' diameter at inside base Screening area 3,730 sq. inches Height . 13'6" and 57 "deep DISCHARGE SYSTEM (r � n Width 11'11" Walls constructed of /a "thick reinforced steel plate, floor Two 16 "diameteraugers discharge on'• x31 a . ii Iv/ ; ,,- ! constructed of WthickT 1 steel duty belt conveyor , , : Gross weight NCL 75,120 lbs. Replaceable wear strips on the tub floor Discharge height of 17' � Axle weight NCL 51,5801bs Tub supported by 16 rubber tire guide rolls, carried on a q '`' � 3 � Tongue weight NCL 23S401bs. 1'h "diameter chrome shaft OPTIONS 1 � f • g g Halogen light package JUL 2 9 201U _;_ Gross weight WCL (optional) 86,760 lbs. Hydraulic forward and reverse Air compressor s Safety shut down system Axle weight WCL (optional) 56,340 lbs Morbark automatic reversing fan . ' " � 4 Tongue weight WCL (optional) 30,420lbs. Electronic RPM sensor for tub drive Wireless remote control Engine CAT or Cummins HAMMERMILL AND SCREEN Electric over hydraulk power pack En // g Magnetized d pulley with collect tia for t - MKr - 31 °x64 "hammerm ill opening enP y . t:- Horsepower 800 HP to 1,050 HP 20" x 63' rotor with eight 2 heat - treated hammer ferrous metal extraction - -- capacity (tank) 505 gallons Hydraulic reversing radiator fan 800-831-0042 • 98Q- - Fuelca P tY 9 retaining rods mounted on an 7 °diameter rotor shaft Hydraulic rod pusher Hydraulic oil capacity 205 gallons 30 /8 "tip swing Dust suppression system www.morbarK.com Morbark Integrated Control Systems Equipped with (28) 2"thick forged steel fixed hammers 4 ' _5 ` Front hydraulic stabilizers and manual outriggers Decibel (Loudness) Comparison Chart Page 1 of 2 Decibel (Loudness) Comparison Chart Here are some interesting numbers, collected from a variety of sources, that help one to understand the volume levels of various sources and how they can affect our hearing. I Environmental Noise Weakest sound heard II 0dB I Whisper Quiet Library II 3048 Normal conversation (3 -5') II 60 -70dB I Telephone dial tone I 80dB I City Traffic (inside car) I 85dB I I Train whistle at 500', Truck Traffic I 90dB I Subway train at 200' 95dB Level at which sustained exposure may result in 90 - 9548 hearing loss Power mower at 3' I 107dB I Snowmobile, Motorcycle I 100dB I Power saw at 3' I 110dB I Sandblasting, Loud Rock Concert 115dB I I Pain begins I 125dB I I Pneumatic riveter at 4' I 125dB I Even short term exposure can cause permanent damage - Loudest recommended exposure WITH 140dB hearing protection Jet engine at 100', Gun Blast II 140dB Death of hearing tissue I 180dB I : ° ! E. LI Loudest sound possible II 194dB 1 0 0 i E.r r3) OSHA Daily Permissible Noise Level Exposure I N Hours per day I Sound level 8 90dB I nr r ' 6 92dB I i 95dB L i i ' - 4 r = 3 97dB 2 I 100dB 1.5 I 102dB I 1 II 105dB I .5 II I 110dB I .25 or less 115dB Perceptions of Increases in Decibel Level Imperceptible Change I 1dB I Barely Perceptible Change II 3dB I Clearly Noticeable Change II 5dB II httry /hxnxnx7 ananrlin €nm /racniirrac/hnurtnc /1niv1nPCC hfm1 1 It fi1n1 n Decibel (Loudness) Comparison Chart Page 2 of 2 About Twice as Loud II 10dB I About Four Times as Loud 20dB Sound Levels of Music Normal piano practice II 60 -70dB Fortissimo Singer, 3' II 70dB Chamber music, small auditorium II 75 - 85dB Piano Fortissimo I 84 - 103dB I Violin I 82 - 92dB Cello 85 -111 dB Oboe I 95 -112dB Flute II 92 -103dB I Piccolo I 90 -106dB I Clarinet I 85 - 114dB French horn I 90 - 106dB Trombone I 85 - 114dB I Tympani & bass drum II 106dB Walkman on 5/10 I 94dB I Symphonic music peak I 120 - 137dB Amplifier rock, 4-6' I 120dB I Rock music peak II 150dB \-- 5 � �U L 9 ' , l ., ii 1• I n n i 1, I nil ii •nI/ ' of Advertisement 91 that ran in t •rinf media Date Published and Media Name O i'\ __f ,' 3 :f f �l ours _ • "Y�he-s 1 Advertisement or Article CITY OF OCOEE NOTICE OF PUBLIC HEARING RAYNOR SHINE RECYCLING SOLUTIONS.LLC PRELIMINARY/FINAL SITE PLAN LS-2012101 NOTICE IS HEREBY GIVEN, pursu- ant to Section 4- 3A(3)(b), Ocoee Land Development Code, that on TUES- DAY, OCTOBER 2, 2012, at 7:15 p.m., ,rr as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the Ocoee City Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Raynor Shine Recycling Solutions, LLC Preliminary/Final Site Plan The project is located at 850 OcoC:. Apopka Road, approximately 3,000 `set north of the intersection of Acnt e-Apopka Road and Silver Star Road The parcel identification num- c�+ 07- 22 -28- 0000 -00 -021. f r.t_rs :led parties may appear 0) the public nearing and be heard with re avert to the proposed actions The complete case file, including a corn plete 'egol description by circles and rounds, may be inspected at 118 Ogee D, vr- to,iment Services Deparrme Planning Division, 150 North Lakc shore Drive, Ocoee, Florida, a,aween the haw s of 8:00 a-m and 5:05 p.m , Moorish through Friday, except laird hr'ous Thu Cite Commission may CaCtmu2 tt;e public hearing to other dotes nr:i Umes, ar it deems necessary. Any in- terested party shall be advised inat the dates, times, and places at Inc continuation of these or cantina"/ t at- tic hearings shall be announced durng the hearings and that no further no tices regarding these matters will he published. You are advised that any person who desires to appeal any deci- sion made during the public hearings will need a record of the proceedings and for this purpose may need to en- sure that a verbatim record of the pro- ceedings is made which includes the testimony and evidence upon which the appeal is based. Persons with dis- abilities needing assistance to partici- pate in any of the proceedings should contact the City Clerk's Office 48 hours in advance of tin meettc at (4071 0 05 -9105 Beth E,l.eni-,.,J y, CA, Clare COR ;7!s v l'/20CC12