HomeMy WebLinkAbout09-11-2012 Agenda PacketCenter of Good LI •
Mayor Ab vli2 Commissioners
S. Scott Vandergrift 4g", Gary Hood, District 1
Rosemary Wilsen, District 2
City Manager Rusty Johnson, District 3
Robert Frank Joel F. Keller, District 4
PLANNING AND ZONING COMMISSION
LOCAL PLANNING AGENCY)
September 11, 2012 AGENDA 7:00 PM
I. CALL TO ORDER
A. Invocation and Pledge of Allegiance
B. Roll Call and Determination of Quorum
II. CONSENT AGENDA
A. Minutes of the Planning and Zoning Commission Meeting held August 14, 2012
III. OLD BUSINESS
IV. NEW BUSINESS
A. RAYNOR SHINE RECYCLING SOLUTIONS PUBLIC HEARING CITY PLANNER RUMER
1. Preliminary /Final Site Plan
V. MISCELLANEOUS
A. Project Status Report
B. September Calendar
VI. ADJOURNMENT
Community Development \Planning Division \P & Z\Agendas\2012 \September 11 2012 P & Z Agenda.doc
NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the
Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this
meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings
is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate
or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida
Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office
of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905 -3105, 48 hours in advance of the meeting.
City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761
phone: (407) 905 -3100 • fax: (407) 656 -8504 • www.ci.ocoee.fl.us
ITEM NUMBER II. A.
MINUTES OF THE
PLANNING AND ZONING COMMISSION MEETING
HELD ON
AUGUST 14, 2012
MINUTES OF THE PLANNING AND ZONING COMMISSION
ACTING AS THE LOCAL PLANNING AGENCY
MEETING HELD TUESDAY, AUGUST 14, 2012
CALL TO ORDER
Chairman Campbell called the meeting to order at 6:57 p.m. Following a moment of
silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared
present.
PRESENT: Chairman Campbell, Member McKey, Member Sills, Member Dunn, Member
Marcotte, Member Morris and Member West. Also present were City
Planner Rumer, Principal Planner Fabre, City Attorney Cookson and
Recording Clerk T. Williams
ABSENT: Member(s): de la Portilla (A/E), Dillard (NE)
CONSENT AGENDA
Minutes of the Planning and Zoning Commission Meeting held on Tuesday, June 12,
2012.
Member West seconded by Member McKey, moved to accept the minutes of the
June 12, 2012, Planning and Zoning Commission meeting. Motion carried
unanimously.
OLD BUSINESS - none
NEW BUSINESS
HANCOCK - 628 E. SILVER STAR ROAD
City Planner Rumer briefed the board stating the applicant is seeking potable water
service via a voluntary annexation and rezoning. Staff recommends approval of this
annexation and rezoning.
Member Marcotte asked the qualifications for AAA zoning classification. City Planner
Rumer responded 10,000 square foot lot with 35 foot rear setback.
Public Hearing — Opened
no comments
Public Hearing — Closed
DISCUSSION
Member West asked the acreage size of the property. City Planner Rumer stated the
total legal description acreage is 2.04. In order to sub - divide it would have to meet the
subdivision requirements. Member West inquired if the applicant had any aspirations of
developing a small sub - division. City Planner Rumer stated no.
Planning and Zoning Commission Meeting
August 14, 2012
Member Marcotte inquired how many lots in the enclave are in unincorporated Orange
County. City Planner Rumer stated this property is eligible because it abuts city property
on the west and across Starke Lake.
Member Marcotte seconded by Member McKey, moved to approve the annexation of
the Hancock property located at 628 E. Silver Star Road for recommendation to the
City Commission for approval. Motion carried unanimously.
Member Marcotte seconded by Member McKey, moved to approve the rezoning to
R -1A of the Hancock property located at 628 E. Silver Star Road for
recommendation to the City Commission for approval. Motion carried unanimously.
PARK PLACE (FKA LAKE BUTLER PROFESSIONAL CAMPUS)
City Planner Rumer briefed the board on the rezoning of property from C -3 commercial to
commercial PUD. The property will consist of 2.5 acres of commercial retail and 11 acres
of multi - family dwelling. The site is vacant with no trees; a site plan and development
agreement was approved in May 2008. The city will receive a $300,000 traffic mitigation
payment for the construction of a right turn lane from Maguire to Old Winter Garden Road
and the city will receive $20,000 toward landscaping for Maguire Road.
City Planner Rumer showed via power point a site plan of the property with lot 1 of the
proposed PUD being the 242 multi - family apartments and clubhouse. The access to the
PUD will be primary a right in on Maguire and Tomyn Blvd.
Member McKey asked about the two outparcels and the potential of them becoming a
residential combination in the future. City Planner Rumer responded that is not the
intended use, but if they received the right urban design plan and a further amendment to
the PUD it could be, but currently the density is set at 242.
City Planner Rumer stated they did host two community meetings, they sent out letters to
HOA's in the surrounding area. Member McKey asked how the apartment complex will be
held accountable for landscaping and such as the surrounding homeowner associations.
City Planner Rumer stated they will have a management company and the city's code
enforcement officers will communicate directly with the owners as listed on the property
appraiser's office. Member McKey asked what the normal parking ratio is. City Planner
Rumer stated 2.25 is the normal parking ratio, in which the applicant is requesting a
waiver to reduce the ratio to 2.15. Member Mckey then inquired if overflow parking was
built into this space. City Planner Rumer stated overflow parking is not part of the LDC
requirement.
Member Marcotte inquired why Oak Forest Apartments was not called out in the market
study analysis for multi - family rental community. City Planner Rumer stated the market
study analysis was only for comparable housing communities.
Planning and Zoning Commission Meeting
August 14, 2012
Bob Koch, Architect for the project spoke in detail of the scope, design and target
market. He explained how economics and the job market are key drivers. The project will
be marketed to professionals that have chosen to be renters, more refined to individuals in
the health care profession.
The project will have a strong since of arrival via a round -about directing you to either the
mercantile or multi - family residential community. The residential community will provide
inside gated access, three stories, tile roofs, and garage availability.
Member Marcotte asked the applicant to explain the exclusion of Oak Forest Apartments.
Dorothy Watson, Attorney for the applicant explained the market study was an analysis
of a high -end market and representative of the type of consumers they seek.
Member Morris inquired if the garages were part of the 2.15 parking ratio. Mr. Koch
stated they were and explained how the garage will increase the parking ratio. He also
stated that RV's and boats will not be allowed to be stored in the parking area for the
residential community.
Member Marcotte shared his concern for having another multi - family rental community
within the city and how it will affect the surrounding single - family homeowners if there is
not enough demand for the product. Mr. Koch responded by further detailing how this
product will sustain even in an economic downturn.
Member McKey asked for an explanation of the landscape variation waiver. Mr. Koch
explained the LDC requires a 10 ft. separation, but with the garages that is excluded. They
are also requesting to exclude a sidewalk on the front of the building and bring them into
the exterior courtyard. The primary pedestrian environment of this community will be at the
exterior of the buildings. City Planner Rumer added that with the landscape waiver they
have left space for future parking use.
Public Hearing — Opened
Adriano Barberi stated he currently lives in Key Isle, but recently purchased a home in
Villages of Wesmere. His concerns are about a potential traffic increase on Maguire Road
with the approval of this project. He spoke of the current elementary, high school and
daycare facility in the area, therefore stating adding this multi - family project will cause
more traffic and require expansion of Maguire Road. Chairman Campbell stated as a
board they try to represent the city residents in the best manner possible without hindering
the growth of the city.
3
Planning and Zoning Commission Meeting
August 14, 2012
David Andrea stated he doesn't recall the HOA of Brookestone in which he is the
president being invited to a community meeting. Suggest more restaurants and
entertainment in the area.
Public Hearing — Closed
Member McKey asked for a review of the original traffic study and how the current project
and population density will compare to the original proposed development. City Planner
Rumer stated he does not have the traffic study with him, but does recall there will be a
significant decrease in trips with the new project. Further discussion ensued about
population density and the traffic study analysis.
Member West proposed a motion. City Planner Rumer stated the city attorney will name
some conditions of the motion. City Attorney Cookson asked what the proposed motion is.
Member West stated it is for approval of rezoning from C -3 to PUD. City Attorney
Cookson stated staff will condition the approval upon the satisfactory completion of the
development agreement, traffic mitigation, and commencement of construction, blanket
easements and any other comments of city staff dated August 8, 2012.
Member Mckey inquired if City Attorney Cookson had read through the conditions sheets.
City Attorney Cookson stated the majority of the conditions were left over from years
ago, but he concurs with the conditions.
Member West seconded by Member Sills, moved to approve the Park Place rezoning
from C -3 to PUD, upon satisfactory completion of staff recommendations for
recommendation to the City Commission for approval. Motion carried unanimously.
MISCELLANEOUS
Project Status Update
City Planner Rumer stated they have seen an increase in the pre - application process and
currently in the process of finalizing some smaller developments.
ADJOURNMENT
The meeting adjourned at 8:20 p.m.
Attest:APPROVED:
Tisha Williams, Recording Clerk Bradley Campbell, Chairman
4
ITEM NUMBER IV. A.
PUBLIC HEARING
RAYNOR SHINE RECYCLING SOLUTIONS
1. Preliminary /Final Site Plan
Center
of GoodLi,
gMayor Commissioners
S. Scott Vandergrift Gary Hood, District 1
Rosemary Wilsen, District 2
City Manager Rusty Johnson, District 3
Robert Frank Joel F. Keller, District 4
STAFF REPORT
DATE:September 11, 2012
TO:The Planning and Zoning Commission
FROM:Michael Rumer, City Planner
SUBJECT: Raynor Shine Recycling Solutions, LLC
Preliminary / Final Site Plan
Project # LS- 2012 -001
ISSUE:
Should the Planning & Zoning Commission recommend approval of the Preliminary / Final
Site Plan for Raynor Shine Recycling Solutions, LLC?
BACKGROUND:
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 parcels:
Direction Future Land Use Zoning Classification Existing Land Use
North Low Density Residential Orange County Citrus Single Family Residence, vacant parcel
Rural
East Low Density Residential Orange County Citrus West Orange Girls Club
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.
The Planning and Zoning Commission
September 11, 2012
Page 2 of 3
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.
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. All of the issues were discussed and changes to the plans were agreed upon.
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.
STAFF RECOMMENDATION:
Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning
Commission recommend Approval of the Preliminary / Final Site Plan for Raynor Shine
Recycling Solutions with conditions. Staff will provide the language to the conditions at the
Planning and Zoning meeting.
The Planning and Zoning Commission
September 11, 2012
Page 3 of 3
ATTACHMENTS:
Location Map
Future Land Use Map
Operations and Maintenance Plan submitted for orange County Permit for a Solid Waste
Management Facility (Other Than Landfills) Permit
West RV and Boat Storage Site Plan
Conditions of Approval
Proposed Site Plan
Raynor Shine Recycling Solutions, LLC
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Operations and Maintenance Plan
Raynor Shine Recycling Solutions, LLC
850 Ocoee Apopka Road
Ocoee, Orange County, Florida
Prepared for:
Raynor Shine Recycling Solutions, LLC
103 Donnington Court
Longwood, Florida 32799
HSA Golden Project No. 11- 612.001
April 2011 t SP'-•c• CO' 'fi:
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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 1
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 11-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 Operati
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 III 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 processed or removed within six months. The facility
has a maximum storage capac 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 • er 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 %2 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 suppressionoperationsisstockpiledinthevicinityoftheyardwasteprocessingarea. 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 thesiteentrancesoitisvisibletoemergencyvehicles. 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 officeinclude:
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 fightingproceduresareroutinelyprovidedforsitepersonnel. 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 yardwaste /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 toisediatelyextinguishorcontrolthefire. 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" verticalclearance.
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 OperatingProcedures. Structural and vehicle fires will be suppressed in accordance with EmergencyOperationalGuidelines.
10.2.1 Fire and Emergency Response
Personnel are expected to immediately respond to a fir or emergency, 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 fa 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 socksshouldbewornwithboots.
10.3 Fire Investigation
When determined by OFR, fire investigation will be referred to the State Fire Marshal's Office forfurtherinvestigation. Safety of the fire department and facility personnel will be the primaryconcern.
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 benotified.
10.6 Vehicular Accidents
In the event of a vehicular accident at the site, a determination will be made regarding the feasibilityofsafelymovingthevehicle(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 -siteequipment. 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 SiteSupervisornotifiedimmediatelytodeterminetheappropriateaction. In the event the hauler has left
the site, the facility site Supervisor shall be immediately notified, and if possible, the hauleridentifiedviaavailablerecords.
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.
H.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.
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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 procedureswillbeobserved.
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 ofstandingwater.
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 beissuedandroutinefacilitycustomerswillbenotifiedbytelephone. 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 -yearperiod. Spotters will receive eight (8) hours of initial training and four (4) hours of continuingtrainingeachthree -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 includinginspectors, 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
materials.
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
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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 liftPlanning & Zoning Commission on December 11, 2007, including approval station in accordance with the City's Utility Master Plans.of the waiver requests to:
The owner desires to amend the above mentioned section of the
Section 6.14.0 (3) (a) of the LDC — requires shade trees to be a minimum of
Development Agreement to permit a septic tank for the property until such3to3.5 inches diameter breast height. Applicant has requested a time that the City's sewer service is available to the property. At such timereductionofthisrequirementtoreducesizeoftherequiredshadetreesinsewerserviceisavailable; the owner will discontinue use of the septic tanktherearportionofthesitetoasizerangingfrom1to1.5 inches diameter and remove it from the property.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 theSection6.14.0 (2) (b) (1) of the LDC — requires 25 -foot wide landscape surrounding properties or this property, then these sections of thebufferalongOcoee - 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 4
lineal feet in landscape buffers that are required between parcels.S. ScottVardergrift, Mayor ,' + l'Applicant is requesting a waiver to this requirement to eliminate the
required understory trees in the rear portion of the site based on reasoning Attest:that this area of the site is isolated from the public in a gated secure area
City Clerkandwillhaveshadetreesprovided.
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
jb9 5 ®A AV WOA J9Ae - 008 - 6thisrequirementintheparkingareafortheRV's and boats based on tuOYi(.Iane'nnnnnn
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.
AIVER TABLE
CODE SEC770N CODE STANDARD PROPOSED STANDARD JUS77F7CA770N FOR WAIVER
C!TA770N
t!cles, Section Shade Trees to be 1 - 1 2 e Size
In
Shade Trees to
Dedicoton of 30' of R/W along3to3 -1/2 DBH 1 - 1/2 DBH In Isolated Rear Area
Ocoee— Apopka Road /
g
Area Isolated from Public within
Gated ecure Area
ticles, Section g' La dsca a bufpopkafer Reduce Landscape buffer Dedlcoton of 30' of R/W along
14— Road
At 15 feet Ocoee — Apopka Rood
As per 6- 14— C— (2)— (b) —lv
Buffer Can be Reduced to 15 ft.
when shrubs and groundcovers
comprise at least 75X of the
rwnuined huffrr nran /cm.. Ch 1 1)
LLC YARD WA
WAIVER TABLE
CODE SECTION CITATION CODE STANDARD PROPOSED STANDARD JUSTIFICATION FOR WAIVER
ARTICLES, SECTION 6 -14C LANDSCAPE BUFFERS
BETWEEN PARCELS WAIVE..; REQUIREMENT AREA ISOLATED FROM PUBLIC
WITHIN GATED SECURE AREA
ARTICLES, SECTION 6 -14C PARKING LOT LANDSCAPING
f
WAIVE REQUIREMENT AREA ISOLATED FROM PUBLIC
IS GATED SECURE AREA
AR:FIGI EGA GEGT19N1 6 An
Pb1 eE EXITING UTILITIES
11RE ENT
3. ALL LEGAL INSTRUMENTS SHALL BE PROVIDED TO THE CITY FOR
UNDERGRE)UND IS (BAT SEeHRE AREA-
LOCATION MAP
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1 .:.r7 yr da.:.:;:;:. „a .aF" w,.51„ ',, :n,-r 1%=i ;I,rj 'k' t'Ik`'L ,. -. p}s4,F, ,9
SOURCE: LABINS USGS TOPOGRAPHIC QUADRANGLE MAP WINTER GARDEN, FLORIDA
SECTION 7 TOWNSHIP 22 EAST RANGE 28 SOUTH
FDOT STANDARDS INDEX
TITLE: INDEX NUMBER:
TEMPORARY EROSION AND SEDIMENT CONTROL 102
PROJECT NAME:A
YARD WASTE PROCESSING FACILITY
850 OCOEE - APOPKA ROAD
OCOEE, FLORIDA 34761
RSRS, LLC.
TONY RAYNOR
850 OCOEE - APOPKA ROAD
OCOEE, FLORIDA 34761
407 -595 -5332
407 - 641 -8088 (FAX)
tonyraynor @bellsouth.net
THOMAS WEST
350 ORLANDO AVENUE
OCOEE, FL 34761
407) 656 -3223
SANITARY SEWER:
SITE DATA
1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS
TOTAL SITE AREA: 9.82 ACRES
OFFLORIDASTATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OFBUILDINGPERMITSUNDER.
ON -SITE IMPERVIOUS AREA - DRIVEWAY 2,279 SF = 0.05 AC (PROPOSED)
WATER:
BARN 1,173 SF = 0.03 AC (EXISTING)
THE APPLICATION OFSUCHSTATELEGISLATIONANDNOTHINGHEREINSHALLBECONSTRUEDASSUCHAN
BARN SLAB 96 SF = 0.002 AC (EXISTING)
EXEMPTION.
OFFICE 1,125 SF = 0.03 AC (EXISTING)
2. THE PROJECT SHALL BE DEVELOPED IN ONE PHASE.
TOTAL EXISTING IMPERVIOUS 3,548 SF = 0:082 AC
POWER:
TOTAL ON -SITE IMPERVIOUS 4,673 SF = 0.112 AC
3. ALL LEGAL INSTRUMENTS SHALL BE PROVIDED TO THE CITY FOR
PERCENTAGE SITE IMPERVIOUS AREA: 0.112 AC - 9.82 AC =1.1%
APPROVAL PRIOR TOTHEFINALSITEPLANAPPROVAL.
LESS THAN 70% MAXIMUM ALLOWABLE OK)
4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY
OFF -SITE IMPERVIOUS AREA - DRIVEWAY: 1,140 SF = 0.03 AC
TELEPHONE:
PERVIOUS AREA IMPROVEMENTS - PARKING 5,781 SF = 0.13 AC (PROPOSED)
5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LANDDEVELOPMENTCODEEXCEPTTOTHEEXTENTEXPRESSLY
YARD WASTE 12,000 SF = 0.28 AC (PROPOSED)
SET FORTH ON A WAIVERTABLEOREXPLICITLYSETOUTONTHEPLAN.
RAW WOOD 12,000 SF = 0.28 AC (PROPOSED)
6. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT
LOADING RAMPS 3,000 SF = 0.07 AC (PROPOSED)
CABLE:
DISPLAY 2,221 SF = 0.05 AC (PROPOSED)
BY THE OWNERTOTHEAPPLICABLEGOVERNMENTALSTANDARDSATTHEOWNER'S SOLE COST ANDO '.
TOTAL 35,002 SF = 0.804 AC_`
s
EXPENSE. $
to
OPEN SPACE: 9.71 ACRES
PERCENTAGE OPEN SPACE: 9.71 AC - 9.82 AC = 98.9%
GAS:
EXISTING GROUND COVER: BRUSH & GRASS
TAX ID NUMBER: 07- 22- 28- 0000 -00 -021
C
WATER UTILITY: CITY OF OCOEE
WASTEWATER SERVICE: PORTABLE TOILET SERVICES (PORT-0-LETS)
SUNSHINE STATE ONE -CALL OF FLORIDA, INC: 800 - 432 -4770
STORMWATER JURISDICTION: CITY OF OCOEE
OR CALL 811)
ST JOHN'S RIVER WATER MANAGEMENT DISTRICT
THE INTENDED USE AND NOTHING HEREIN SHALB`,
FEMA MAP PANEL: 12095CO10OF
FEMA FLOOD ZONE: X (AREA OUTSIDE 500 YEAR FLOOD PLAIN)
CONSTRUED AS A WAIVER OF ANY SUCH REQUIREMENTS OR REGULATIONS.
AE (SPECIAL FLOOD HAZARD AREA SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE FLOOD EVENT
BASE FLOOD ELEVATION DETERMINED)
ZONING DATA
9. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100 -YEAR FLOOD PLAIN BY A `'MINIMUM OF TWO FEET.
EXISTING ZONING: 11
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BUILDING SETBACKS - FRONT 50 FEET FROM OCOEE-APOPKA ROAD
BARN 20 FEET
10. - THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OROTHERCONSTRUCTIONWITHIN
REAR 10 FEET
MAXIMUM BUILDING HEIGHT: 35 FEET
MAXIMUM BUILDING COVERAGE: 30%
THE WETLAND AREAS INSIDE THE 100 -YEAR FLOODELEVATION. THOSE AREAS ARE TO BE ROPED OFF DURING CONSTRUCTION
MAXIMUM IMPERVIOUS COVERAGE: 70
LANDSCAPE BUFFER SETBACKS: PAVED PARKING, LOADING AREAS, STORMWATER
3
FACILITIES SHALL MAINTAIN THE FOLLOWING SETBACKS:
FRONT 15 FEET FROM OCOEE APOPKA ROAD
o
SIDE & REAR 10 FEET
IN THOSE AREASDURINGCONSTRUCTION.
AROUND PONDS 10 FEET
N
PARKING CALCULATIONS
N
REQUIRED: 1 SPACE FOR EVERY 300 SQUARE FEET (SF) OF OFFICE,
1,125 SF x 1 SPACE PER 300 SF = 4 SPACES
11. DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THAT CERTAIN
N
o PROVIDED: PARKING SPACE WILL BE PROVIDED IN THE 5,781 SF OF PROPOSED PARKING
m
AREA. PARKING SPACES ARE SHOWN ON SITE PLAN BUT NOT STRIPED IN THE FIELD AS THE
PARKING AREA WILL NOT BE PAVED.
RECORDS BOOK PAGE [TO BE COMPLETED WHEN
INFORMATION RELATING TO THE DEVELOPMENT AGREEMENT IS KNOWN].
SOILS DATA
p
MAP UNIT: DESCRIPTION: HYDROLOGIC SOIL TYPE:
m 51 WABASSO FINE SAND B/D
s
54 ZOLFO FINE SAND C
12. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIALANDUTILITYFACILITIES) WILL BE REMOVED AND /OR w w
0
TERMINATED PRIOR TO OR DURINGCONSTRUCTIONOFTHEDEVELOPMENTREPLACINGTHOSEUSES.
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EXISTING PROTECTED TREES,
a
LOCATION MAP
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1 .:.r7 yr da.:.:;:;:. „a .aF" w,.51„ ',, :n,-r 1%=i ;I,rj 'k' t'Ik`'L ,. -. p}s4,F, ,9
SOURCE: LABINS USGS TOPOGRAPHIC QUADRANGLE MAP WINTER GARDEN, FLORIDA
SECTION 7 TOWNSHIP 22 EAST RANGE 28 SOUTH
FDOT STANDARDS INDEX
TITLE: INDEX NUMBER:
TEMPORARY EROSION AND SEDIMENT CONTROL 102
PROJECT NAME:A
YARD WASTE PROCESSING FACILITY
850 OCOEE - APOPKA ROAD
OCOEE, FLORIDA 34761
RSRS, LLC.
TONY RAYNOR
850 OCOEE - APOPKA ROAD
OCOEE, FLORIDA 34761
407 -595 -5332
407 - 641 -8088 (FAX)
tonyraynor @bellsouth.net
THOMAS WEST
350 ORLANDO AVENUE
OCOEE, FL 34761
407) 656 -3223
SANITARY SEWER:
APPLICANT:
TA01
ENGINEER:
SURVEYOR:
ANDREW J. - 3'CHIE".E.
11 LAKE GATLIN ROAD
ORLANDO, FL 32806
407- 649 -5475
407 - 649 -6582 (FAX)
aschier @hsagoiden.com
R G, C.
STEVEN E. BLANKENSHIP
525 WEST PLANT STREET
WINTER GARDEN, FLORIDA 34787
407 -656 -4993
407 - 565 -4437 (FAX)
A A
DESCRIPTION
PARCEL ID #07- 22 -28- 0000 -00 -021)
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF
THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28
EAST, ORANGE COUNTY, FLORIDA; RUN S
01 004'14 "W ALONG THE EAST LINE OF SAID
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 466.62
FEET; THENCE RUN S 88 013'25" W 43.47 FEET TO
THE WEST RIGHT OF WAY LINE OF OCOEE -
APOPKA ROAD AND THE POINT OF BEGINNING;
THENCE CONTINUE S 88 0 13'25" W 889.69 FE T
THE EAST LINE OF PROPERTY DESCRI D IN
OFFICIAL RECORDS BOOK 4513 PAGE 4814,
PUBLIC RECORDS OF ORANGE CO NTY,
FLORIDA; THENCE RUN S 01 0 04'02" W ALO
SAID EAST LINE, 456.81 FEET TO A POINT LYING
427.68 FEET NORTH OF THE SOUTH LINE OF SAID
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 7; THENCE RUN N 88 046'33" E PARALLEL
TO SAID SOUTH LINE OF THE SOUTHEAST 1/4 OF
THE SOUTHWEST 1/4, 278.04 FEET; THENCE RUN
S 01 013'27" E 40.92 FEET TO A POINT 386.76 FEET
NORTH OF THE SOUTH LINE OF SAID
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4;
THENCE RUN N 88 046'33" E PARALLEL TO SAID
SOUTH LINE OF THE SOUTHEAST 1/4 OF THE
SOUTHWEST 1/4, 119.80 FEET MORE OR LESS
THE CENTERLINE OF A DITCH; THENCE RUN S
74 0 06'26" E ALONG SAID CENTERLINE OF DITCH,
338.72 FEET; THENCE RUN N 00 0 48'44" E, 257.48
FEET; THENCE RUN S 88 °43'16" E, 172.12 FEET TO
THE AFORESAID WEST RIGHT OF WAY LINE OF
OCOEE - APOPKA ROAD; THENCE RUN N 00 022'45"
W ALONG SAID WEST RIGHT OF WAY LINE 355.87
FEET TO THE POINT OF BEGINNING.
CONTAINING 9.815 ACRES, MORE OR LESS
rA
INDEX OF DRAWINGS
1 COVER
2 SITE PLAN
3 NOTES AND DETAILS
5 STORMWATER POLLUTION PREVENTION PLAN
CONDITIONS OF APPRO /VAL '-` --
150 N LAKESHORE DR.
1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS
OCOEE, FLORIDA 34761
OFFLORIDASTATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OFBUILDINGPERMITSUNDER.
407 -905 -3100
WATER:CITY OF OCOEE
THE APPLICATION OFSUCHSTATELEGISLATIONANDNOTHINGHEREINSHALLBECONSTRUEDASSUCHAN
150 N LAKESHORE DR.
EXEMPTION.
OCOEE, FLORIDA 34761
2. THE PROJECT SHALL BE DEVELOPED IN ONE PHASE.
407 -905 -3100
POWER:PROGRESS ENERGY
3. ALL LEGAL INSTRUMENTS SHALL BE PROVIDED TO THE CITY FOR
452 E. CROWN POINT ROAD
APPROVAL PRIOR TOTHEFINALSITEPLANAPPROVAL.
WINTER GARDEN, FLORIDA 34787
4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY
407 -905 -3000
TELEPHONE:SPRINT
5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LANDDEVELOPMENTCODEEXCEPTTOTHEEXTENTEXPRESSLY
P.O. BOX 77039
SET FORTH ON A WAIVERTABLEOREXPLICITLYSETOUTONTHEPLAN.
WINTER GARDEN, FLORIDA 34777 -0339
6. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT
407- 814 -5310
CABLE:BRIGHTHOUSE NETWORK
BY THE OWNERTOTHEAPPLICABLEGOVERNMENTALSTANDARDSATTHEOWNER'S SOLE COST ANDO '.
844 MAGUIRE ROAD
EXPENSE. $
to
OCOEE, FLORIDA 34761
407 -532 -8511
GAS:LAKE APOPKA NATURAL GAS
1320 VINELAND ROAD
C
WINTER GARDEN, FLORIDA 34787
407 -656 -2734
SUNSHINE STATE ONE -CALL OF FLORIDA, INC: 800 - 432 -4770
T.
OR CALL 811)
APPLICANT:
TA01
ENGINEER:
SURVEYOR:
ANDREW J. - 3'CHIE".E.
11 LAKE GATLIN ROAD
ORLANDO, FL 32806
407- 649 -5475
407 - 649 -6582 (FAX)
aschier @hsagoiden.com
R G, C.
STEVEN E. BLANKENSHIP
525 WEST PLANT STREET
WINTER GARDEN, FLORIDA 34787
407 -656 -4993
407 - 565 -4437 (FAX)
A A
DESCRIPTION
PARCEL ID #07- 22 -28- 0000 -00 -021)
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF
THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28
EAST, ORANGE COUNTY, FLORIDA; RUN S
01 004'14 "W ALONG THE EAST LINE OF SAID
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 466.62
FEET; THENCE RUN S 88 013'25" W 43.47 FEET TO
THE WEST RIGHT OF WAY LINE OF OCOEE -
APOPKA ROAD AND THE POINT OF BEGINNING;
THENCE CONTINUE S 88 013'25" W 889.69 FE T
THE EAST LINE OF PROPERTY DESCRI D IN
OFFICIAL RECORDS BOOK 4513 PAGE 4814,
PUBLIC RECORDS OF ORANGE CO NTY,
FLORIDA; THENCE RUN S 01 004'02" W ALO
SAID EAST LINE, 456.81 FEET TO A POINT LYING
427.68 FEET NORTH OF THE SOUTH LINE OF SAID
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 7; THENCE RUN N 88 046'33" E PARALLEL
TO SAID SOUTH LINE OF THE SOUTHEAST 1/4 OF
THE SOUTHWEST 1/4, 278.04 FEET; THENCE RUN
S 01 013'27" E 40.92 FEET TO A POINT 386.76 FEET
NORTH OF THE SOUTH LINE OF SAID
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4;
THENCE RUN N 88 046'33" E PARALLEL TO SAID
SOUTH LINE OF THE SOUTHEAST 1/4 OF THE
SOUTHWEST 1/4, 119.80 FEET MORE OR LESS
THE CENTERLINE OF A DITCH; THENCE RUN S
74 006'26" E ALONG SAID CENTERLINE OF DITCH,
338.72 FEET; THENCE RUN N 00 048'44" E, 257.48
FEET; THENCE RUN S 88 °43'16" E, 172.12 FEET TO
THE AFORESAID WEST RIGHT OF WAY LINE OF
OCOEE - APOPKA ROAD; THENCE RUN N 00 022'45"
W ALONG SAID WEST RIGHT OF WAY LINE 355.87
FEET TO THE POINT OF BEGINNING.
CONTAINING 9.815 ACRES, MORE OR LESS
rA
INDEX OF DRAWINGS
1 COVER
2 SITE PLAN
3 NOTES AND DETAILS
5 STORMWATER POLLUTION PREVENTION PLAN
CONDITIONS OF APPRO /VAL '-` --
7 2012 =- {F
1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OFFLORIDASTATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OFBUILDINGPERMITSUNDER.o
CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFULAUTHORITYTOEXEMPTANYPRIVATEENTITYORITSELFFROM
u,f {:. D
THE APPLICATION OFSUCHSTATELEGISLATIONANDNOTHINGHEREINSHALLBECONSTRUEDASSUCHAN a° o
NEXEMPTION.
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2. THE PROJECT SHALL BE DEVELOPED IN ONE PHASE.E co
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3. ALL LEGAL INSTRUMENTS SHALL BE PROVIDED TO THE CITY FOR Z z
APPROVAL PRIOR TOTHEFINALSITEPLANAPPROVAL.aoLn 9
4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY
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O=SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE.
5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LANDDEVELOPMENTCODEEXCEPTTOTHEEXTENTEXPRESSLY Q
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SET FORTH ON A WAIVERTABLEOREXPLICITLYSETOUTONTHEPLAN.
6. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT
c
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OF THE CONSTRUCTIONACTIVITIESRELATEDTOTHEPROJECTSHALLBEPROMPTLYREPAIREDBYTHEOWNERTOTHEAPPLICABLEGOVERNMENTALSTANDARDSATTHEOWNER'S SOLE COST ANDO '.EXPENSE. $
to
7. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXOEt =T '
La
AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SITE PLAN.p
C8. THE PROJECT IS SUBJECT TO ALL SOLID WASTE PERMITS OR OTHER PEf4, i 1SREQUIREDINCONNECTIONWITH T.9
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Lo mtot[) EETHEINTENDEDUSEANDNOTHINGHEREINSHALB`,CONSTRUED AS A WAIVER OF ANY SUCH REQUIREMENTS OR REGULATIONS.z
9. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100 -YEAR FLOOD PLAIN BY A `'MINIMUM OF TWO FEET.
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10. - THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OROTHERCONSTRUCTIONWITHINTHEWETLANDAREASINSIDETHE100 -YEAR FLOODELEVATION. THOSE AREAS ARE TO BE ROPED OFF DURING CONSTRUCTION 3
AND SILTFENCESINSTALLEDTOELIMINATEANYPOSSIBILITYOFDISTURBANCE oINTHOSEAREASDURINGCONSTRUCTION.w
11. DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THAT CERTAIN
O
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DEVELOPMENT AGREEMENT DATED ,AS RECORDED IN ORANGE COUNTYFLORIDAOFFICIAL
m
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RECORDS BOOK PAGE [TO BE COMPLETED WHEN
INFORMATION RELATING TO THE DEVELOPMENT AGREEMENT IS KNOWN].p
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12. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIALANDUTILITYFACILITIES) WILL BE REMOVED AND /OR w wTERMINATEDPRIORTOORDURINGCONSTRUCTIONOFTHEDEVELOPMENTREPLACINGTHOSEUSES.
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13. THE EXISTING GRADE WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE
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EXISTING PROTECTED TREES,o
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14. EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES)LOCATED ALONG PROPOSED LOCATIONS z
OF BUFFER WALLS OR ROAD RIGHT -OF -WAYLINESWILLBEPRESERVEDIFATALLPOSSIBLE,
U
THE BUFFER WALLS AND ROADS WILLBEDESIGNEDAROUNDTHOSETREESTOINCORPORATETHEMINTOREQUIRED co
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wLANDSCAPEBUFFERSANDASSTREETTREES.Q d ¢
15. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROADRIGHT -OF -WAY AND RETENTION
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AREAS AS DETAILED IN THE FINAL SITE PLAN. IN
ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED,ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY
THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FORSITEWORKORBUILDINGCONSTRUCTIONUNTILTHETREESTOBEPRESERVEDHAVEBEENCLEARLYMARKEDWITHTREEPROTECTIONBARRIERS.
16. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTEDTREESWITHOUTFIRSTOBTAININGAPERMITFROMTHEBUILDINGDEPARTMENT. THEREMOVALOFPROTECTEDTREESSHALLBEMINIMIZEDTOTHEMAXIMUMEXTENT
V)
pPOSSIBLEANDNOAUTHORIZATIONSHALLBEGRANTEDTOREMOVEATREEIFTHEDEVELOPERHASFAILEDTOTAKEREASONABLEw
MEASURES TO PRESERVE THE TREESONSITE,wz
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17. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED AT THE O O OTIMEOFFINALSITEPLANAPPROVAL.v U U
18. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDINGON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND.
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19. ' A PERPETUAL, NON- EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYSANDOTHERPAVEDAREASISHEREBYGRANTEDINFAVOROFTHECITY
M N
OF OCOEE ANDOTHERAPPLICABLEAUTHORITIESFORLAWENFORCEMENT, FIRE AND OTHEREMERGENCYSERVICES.Q
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20.O O O
PHf.sEr, N/A
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21. EACH FIRE HYDRANT SHALL BE PAINTED e8; ;^, , E- W RED (PER CITY ENGINEER) IN J V-
COLOR AND A BLUE REFLECTIVE MARKER SHALL BE
T ATTACHED ON A FLAG STICK ONTHEHYDRANTSINCETHEREARENOTPAVEDSTREETSPROPOSED.
0 LL!
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CD 022. HE PRELIMINARY /FINAL SITE PLAN FOR THE WEST RV &BOAT STORAGE "WEST
Z
THE RV
BOAT STORAGE APPROVAL'S APPROVED BY THE OCOEE CITY COMMISSION ON toFEBRUARY5, 2008 UNDER AGENDA ITEM F REMAINS IN EFFECT AS APPROVED FOR THAT j W 0PRIORUSEANDOTHERUSES. NOTWITHSTANDING THE FOREGOING, THE WEST RV &c'BOAT STORAGE APPROVAL, TO THE EXTENT IN CONFLICT OR OTHERWISE ADDRESSEDBYTHESEPLANS,cSHALLNOTAPPLY, INCLUDING THE CONDITIONS AND REQUIREMENTS cd}RELATING THERETO, WITH RESPECT TO THE PROPOSED TEMPORARY USECONTEMPLATEDBYTHESEPLANS. IN THE EVENT (1) OWNERSHIP OF THE PROPERTYCHANGES,
W CL
II) THE TEMPORARY USE CONTEMPLATED BY THESE PLANS CHANGES, ORIII) THE TEMPORARY USE a.
CONTINUES BEYOND FIVE (5) YEARS FROM THE DATE OF
ISSUANCE OF THE ORANGE COUNTY SOLID WASTE PERMIT FOR THE PROPERTY,THEFOLLOWING - REQUIREMENTS FROM THE WEST RV & BOAT STORAGE APPROVAL SHALL
Lb
C) LuTHENBEAPPLICABLETOTHEPROPERTY:
A. THE CONVEYANCE AND DEDICATION OF LAND ALONG OCOEE APOPKA ROAD TO a
ALLOW FOR THE CONSTRUCTION OF RIGHT AND LEFT TURN LANES LEADING TO
THE SITE TO BE CONSTRUCTED AT THE EXPENSE OF THE DEVELOPER; AND co
B. THE CONSTRUCTION, AT THE DEVELOPER'S EXPENSE, OF RAISED MEDIAN PROJECT ISO.
SEPARATORS TO ACCOMMODATE THE LARGE AUTO AND TRUCK TRAFFIC THAT 1
IS ANTICIPATED TO ACCESS THIS DEVELOPMENT; AND
SHEET
C. THE INSTALLATION, AT THE DEVELOPER'S EXPENSE, OF DRAINAGE PIPES AND
THE ENCLOSURE OF THE EXISTING DRAINAGE DITCH ADJACENT TO 5
OCOEE - APOPKA ROAD.
f SEP 7 2012 =- {F
y, ........i..
Z.
a.t .....- ... w....B
SEPTEMBER 2011
0
0
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ALL WATER MAIN AND FITTINGS SHALL BE DIP FROM THE A
xCONNECTIONTOTHEEXISITNGWATERMAINTOTHEFIRE 0
LINE DETECTOR CHECK VALVE ASSEMBLY. THE CROSSING y
OF OCOEE-APOPKA ROAD SHALL BE BY EITHER SDR 11 N
x n
0.
IA-1 ZONING HDPE OR DIP IN STEEL CASING PIPE AND IS DEPENDENT I N
ORANGE COUNTY.
00rV
UPON PERMITTING THROUGH I I W1 Ln
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ECT AL B !
x
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x
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IT
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7 x
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0),
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Q) k INE Aw -SHEET8)0x o (9 o 0
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a STOCKPILE LIMITS
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4-) FIE
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rp FT. NGVDxviI }— —,' — — — —{ I w x EXISTING 8' BERM xF
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s ryTYPICALSTOCKPILESEENOTE LANDSCAPE TREESSEPTICKxN
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POTABLE WATER SERVICE FOR OFFICEITICK T OUSE
N PROPOSED
tK
lb
PROVIDED FROM OFF-SITE OUT PARCEL. CONTRACTOR
A N TO COORDINATE WATER SERVICE WITH OCOEE
co co WASPHALT
o
0 ) F SEPARATION OF SERVICES FORx
N >
M\ x INSPECTOR TO CONFIRMPROPOSED z z0 \ x PAVEMENTRSRS, INC. AND SCOTT WEST PROPERTY W1 w w
x
x N
M M M
100—YEAR
SUPPLY WEL `4 z
cx/,s rl (4) 1 O'x2O' 0 0 0 •j U/ Vi PARKING SPACES FLOODPLAIN 0 0 0
7 VED w w w
79 `ti t AREA w w
x
c cv 0 0 0
0 0 0b .
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1 \ . 0 0 0x
X FLOW PATH
TRUCK/TRAFFICIREZ_ N
u 1(,Al
0 ro 0)
x x
X N
f INI C
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x Q)
DIRECTION AND SLOPE 0 aN STORMWATER FLOW
xQ —5 AN j x
SLOPE
x Qm Q10
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x lb
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FLOOD` x
TRESPASSING SIGNS
X_
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z
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I I I z
x SOIL BOUNDARYEL.=1 10' V IA-1 ZONINGI =NG XA x
En
ti
O
CT
OO
SNOTES:
1 SIZE AND LOCATION OF WOOD MATERIAL PILES MAY VARY WITHIN THE STOCKPILE LIMIT AREA.
2. 25 FOOT FIRE AISLES SHALL BE MAINTAINED BETWEEN STORAGE PILES, PILE HEIGHT SHALL BE
NO MORE THAN 17 FEET.FLOOD
TOTAL SITE AREA: 9.82 ACRES; AREA DISTURBED 6.81 ACRES; ZONE AE
AREA UNDISTURBED: 3.01 ACRES EL.=1 11'
4. CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH
RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAUGE WILL BE ON SITE TO MEASURE THE
RAINFALL AMOUNTS.
5. CONSTRUCTION INCLUDES TEMPORARY STORMW ATER MANAGEMENT AND FIRE PROTECTION
SYSTEM FOR EXISTING YARD WASTE PROCESSING FACILITY AND FUTURE STORAGE FACILITY. 7777, ',7
xx,
SEQUENCE IS EROSION CONTROL; STORMWATER SYSTEM ROUGH GRADING; FIRE
PROTECTION SYSTEM; FINAL GRADING; SEEDING;; SODDING; AND REMOVAL OF EROSION
ACONTROL.
Iv6. ALTHOUGH NOT ANTICIPATED, IF REQUIRED, DEWATERING EFFLUENT WILL NOT BE DIRECTED n
Pag
ROFF-SITE.0
7 BMP's: TEMPORARY EROSION CONTROL PER FDOT INDEX 102; PERMANENT
A
STABILIZATION-SEEDING AND SODDING (ALL SODDING BAHIA); PERMANENT STORMWATER Qn
CONTROL-RETENTION.
8. ALL LANDSCAPED AREAS ARE IRRIGATED WITH A" TIMED, AUTOMATIC UNDERGROUND SYSTEM —
UTILIZING STANDING HEADS TO PROVIDE 100 - PERCENT COVERAGE OF LANDSCAPING. 0 100 200
DISTANCE IN FEET
72?
muLelez
H-1 ZONING I
n '.
LL
ilal
ro SOIL TYPE
01) LL W
N cb NN 0
x x 0
N otx ID TYPE OF SOIL z 0
51 WABASSO FINE SAND
NN z
C/)cl,
w-W
54 ZOLFO FINE SAND -0 0
cl)
X wT8
DESIGNATION LETTER F U)
F/5zINDICATESSECTION, CL
NUMBER INDICATES w a-N, INDICATES DIRECTION
OF CUTTING PLANE DETAIL OR ELEVATION 0
0-
rs Lb
FLOOD tx NUMBER INDICATES W
SHEET NUMBER OF 0
ZO N E AEf I SECTION, DETAIL Q 0
EL.=1 13' ® 7
OR ELEVATION 0
7D C)
SE CTION AND DETAIL Ill
DESIGNATION
co
PEOJECT NO.
11-612.002
SOURCE OF BOUNDARY AND TOPOGRAPHIC SURVEY:
ATLANTIC SURVEYING, INC., MAY 2005 SHEET
MARKS.
SECTION: 01; TOWNSHIP: 22 SOUTH; RANGE 28 EAST
SEPTEMBER 2011
3" ASPHALTIC CONCRETE
FDOT TYPE S -1 COMPACTED TO 95% OF
THE MAX. DENSITY AS DETERMINED BY
THE MARSHALL STABILITY TEST METHOD)
8" FDOT LIMEROCK BASE
MIN. LBR = 100 AND COMPACTED
TO 98% AASHTO T -180
12" STABILIZED SUBGRADE (FDOT TYPE C)
COMPACTED TO 98% AASHTO T -180
1 , •
TRENCH WIDTH VARI
W/ SIZE OF PIPE
J ^
Z
SEE NOTE . // /Ti. v ,z v
c -- COMMON FlLL
PIPE O.D,
f_\ CO
C OMMON iC .
BEDDING RM mAll, . \ ....FILL
72h I .
PIPE BEDDING It-. Me! 4INT901 w
UNDISTURBED EARTH
t PIPE BEDDING: SELECr COMMON t 1 1 TO 95X OF THE
MAXIMUM DDI AS PER AASHTIO T-180.
2. TRIIENCH BMLU COMMON FILL COMPACTED To 95X OF THE
MAXIMUM DDW AS PER AASHT0 81
USE WONG T BE DET IN THE FIELD AS D IRECTED1
FOR PIPE DIAMETER LESS THAN 24 AND 2r MAX
BY THE CITY.
FOR PIPE ! 9• 2V AND LARGE
5. wAim %ALL NOT BE mmmo IN THE Two DURING coNwR=m.
i ALL PIPE To BE iNsTmm WITH em FAC UP STREAM , THE
DIR OF 1
7. ROU TO SECTION 32.5 OF THE MMU& FOR SHEM AND BRACING
IN EXCAVATIO
8. GRAVITY 9`w SHALL B IF REQ BY THE
CITY BEDDING DEPTH S HALL
MINIMIUM FOR DWER LES
1 FOR •P
DEP
DIAMETER 16 AND
9. FOR REMO OF UN
MATERIAL SHALL GOVEN D EPTH O
BED DM R BELOW THE PIPE. TYPE A BEDDING
CITY SHALL DErMINE IN THE AND TRENCHING DETAIL
9 1 FOUIRED MWXM1 O
UNWaE MAJ OK TO ff"
tiUI[TABLE F"DATION
C ONC . THICK /;
TYP. EACH VALVE BOX.
DA BRO
ANCH ORED1 P PAD 4 BARS ALL
STAMP AS REQ D 9O BRONZE
I ANCHORED •
CONC . A
SIZE OF • 1
TYPE OF VALVE
6"
SERVICE
16"20"24"30"36"
90' BEND 36 46 55 64
DIRECTION NO. ;4 .
89 105 120
45• BEND 15
OF RNS TO
27 32 37 44 50
22 BEND
OPEN
91 11, 13 13 15 18 21
VALVE BOX
11 —Ile BEND 4 5 6 J 8 7
AND COVER Y .< ::'
12
PLUG OR BRANC
OF TEE
97 117 135
2500 P.S.I.
166 194 231 265
12CONCRETEMIN.
CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS RE-
ANCHORS
WATER
MIN.
12 3'12"
UNIMPROVED CONDITION
TOP FLUSH WITH
oll
DATE: M 2= 1
FINISHED GRADE
FIG, 114
I
y
ASPHALT SURFACE
1 BASE
v x L
VALVE BO PRECAST POST
AND • DIAMETER
B DISC SET IN
G SH
IM CONDITI
N
LBRONZE IDEN11FICATION DISC SKALL BE REQUIRED FOR ALL VALVES 16" AND
LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES.
2. VALVE C OLLAR DIMENSIO
REDUCED TO 18" x 18" x 6" WHEN
THE BRONZE IDENTIFICATION DISC
IS NOT RE
a
MINIMUM LENGTH (FT) TO BE R ON EACH SIDE OF FITTING(S).
HORIZONTAL & VERTICAL
PIPE SIZE
6"81 10f 12"16"20"24"30"36"
90' BEND 36 46 55 64 65 77 89 105 120
45• BEND 15 19 23 26 27 32 37 44 50
22 BEND 8 91 11, 13 13 15 18 21 24
11 —Ile BEND 4 5 6 J 8 7 8 9 10 12
PLUG OR BRANC
OF TEE
74 97 117 135 138 166 194 231 265
NOTES:
1. I SHALL BE R NED JOINTS UNLESS OTHERWISE
2. INSTALL FULL LENGTH JO NTS WITH TOTAL LENGTH EQUAL TO
OR GREATER THAN SHO_.. IN THE TABLE.
3. WHERE TWO OR MORE NGS ARE TOGETHER, USE I
WHICH YIELDS GREATEST' ?' : GTH OF RESTRAINED PIPE
4. IN UNE VALVES D THR UGH RUN OF TEES OUTSIDE
OF RESTRAINED JOINTS OM OTHER FITTINGS NEED P .
RESTRAINED UNLESS 0TH ISE INDICATED.
5. LENGTHS SHOWN IN THE.; TABLE HAVE BEEN CALCULAII
ACCORDANCE WITH THE P OCEDURE OUTUNED IN "fHF
RESTRAINT DESIGN FOR . IRON PIPE" AS PUBU
BY DIPRA, WITH THE FO TOWING ASSUMPTIONS:
I
WORKING PRESSURE 15o P.S.i *
SOIL DESIGNATION: 1 sm
LAYING CONDITIONS
6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES G
PARENTHESES OR INCR E 1 HE GIVEN VALUE BY A F
OF 1.5.
TO BE COMPLETED Bi E ENGINEER.
i
CITY OF OCOEE U71UMES DEPARTMENT
I
RESTRAINED PIPE TABLE.
I DATE, ei lr 1061% 1 D o,rlr•rwM FIG: ....
GENERAL NOTES:
HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS
PROPOSED
B. WHERE 12" MINIMUM VERTICAL S IS NOT ATTAINABLE
DESCRIBED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION CODE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR
UTILITY POTABLE WATER RECLAIMED WATER SANITARY SEWER
GRAVITY & F.M.)STORM SEWER CEPTAS
LINES.
HORIZ.VERT.HORIZ.VERT.HORIZ.VERT.HORIZ.VERT..
V
POTABLE
CENTERED ON
SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL AP-THROUG'
PLY.ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCT-
I r
WATER
OF PIPE UNLESS OTHERWISE SPECIFIED.
a. o ° o.o ° p•a.
3 12"10'12"3'j12"
I
A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE
RECLAIMED
6" BEDDING ROCK
N
IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT
LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN-
w
UTILITY PIPE MINIMUM SEPARATION
CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS RE-REQUIREMENTS
WATER 3'12 3'12"SEE GENERAL
oll
DATE: M 2= 1 1 (DWG: UI.SEP FIG, 114
I
W
NOTES: NO.4
SANITARY
SEWER 10'12"3' 0/0 12"
I
i
GENERAL NOTES:
r.,.i °'
a—
IARATION1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS B. WHERE 12" MINIMUM VERTICAL S IS NOT ATTAINABLE
DESCRIBED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION CODE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR
F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL
NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY SUPPORT MAY BE REQUIRED.
LINES.
BEDDING ROCK NOT
M. J. GATE VALVE
2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN C. IF 36 "MINIMUM DEPTH OF COVER IS NOT MAINTAINED SPECIAL
UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C.PROTECTION OR PIPE MATERIAL U GRADE MAY BE REQUIRED.
17 -610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW 5) NO WATER PIPE SHALL PASS
CENTERED ON
SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL AP-THROUG'OR COME IN CONTACT WITH
PLY.ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCT-
3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE U RE.
oo ° °
OF PIPE UNLESS OTHERWISE SPECIFIED.
a. o ° o.o ° p•a.
0
0
oo, ° ° a•o °o,
4) ACCEPTABLE VARIANCES:
C
CITY OF OClxE UTILITIES DEPARTMENT
A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE
r
6" BEDDING ROCK
N
IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT
LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN-
w
UTILITY PIPE MINIMUM SEPARATION
CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS RE-REQUIREMENTS TABLE
GAINED.
i
t
W
THE WORD "MAY" AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY ENGINEERS
J
DISCR TO BE TAKEN ON A CASE BY CASE BASIS.
oll
DATE: M 2= 1 1 (DWG: UI.SEP FIG, 114
in
4 »
NG PLATE
4 BARS
UNDISTURBED
EARTH
ENCASE TIE RODS
IN 1 -1/2 PVC SLEEVE
O 4 BARS ALL AROUND
MIN. 2 CLEi4PANCE
ND PIPE.)
6" MIN. (TYP.)
A
TIE RODS INCLUDING
NUTS AND WASHERS
SEE SCHEDULE BELO1l
6" MIN.) r" JOINTS
a a 'r
C ONCRETE
ITIONAL REINFORCEMENTS SHALL
AS SPECIFIED BY THE ENGINEER.
MUM COMPRESSIVE STRENGTH
BE it
DING. BACKFIU, AND CompAcTION
LL BE AS SPECIFIE ELSEWHERE
HE STANDARD DRAWINGS.
FORM BOARDS SHAU BE REMOVED
t:
5. NO ALLOWANCE SHA MADE FOR
BETWEFRICTION
AND THE THRUST CO L.LAR.
6. DESIGN PRESSURE: 150 P.S.I.*
eKaM eE aN eras w
wlrler ,,
oloww"mwomm
SET TOP OF VALVE BOX
TO FINISHED GRADE
FINISHED GRADE —.
r
SEE NOTE 2
r.,.i °'
a—
w0
Lo
ADJUSTABLE CAST IRON
cnL W
VALVE BOX
ADJUSTMENT RING
H cQn.
W
BOX SHALL REST ON
RESIUENT SEAT
o
BEDDING ROCK NOT
M. J. GATE VALVE
O J
ON VALVE OR PIPE
AND SHALL BE
Q
W
CENTERED ON
NN
LL
Fes-
o•o °ooo •o ° o•a
o
N
oo ° °
d
a. o ° o.o ° p•a.
0
0
oo, ° ° a•o °o,
a. ° °
C
i
0
r
r
6" BEDDING ROCK
N
N
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT • ' DEEPER 1 / TO
COME UP TO 2 FOOT DEPTH 1. FINISHED GRA
6" MIN. --1 E
STEEL CASING PIPE
DUCTILE IRON PIPE
I FIG' 106
REFLECTIVE MARKER
AND FLAG FOR ID
HOSE
UAR
E.E
24 SQUARE
ROUND APN 6 THICK
RPINFORCED CONCRETE -
P 1
PAD. SEE
2 ® k AT 9"
O.0
AROUND
COMPACTED /• /• • /
BACKFILL
m W, IT, -Aj
HYDRANT OPERATING NUT
AS REQ'D.
PUMPER NOZZLE
FACING STREET
ALVE COLLAR
SEE DETAIL)
co
V
125" 1 A
i i / / / /i. //i / // /s. // / // / /ev /, / ............... i.... 1
GRADELOK " — - 6" BEDDING ROCK
OR EQUAL
RESIUENT SEAT GATE
STANDARD INSTALLATION VALVE AND BOX
SEE DETAIL)
NOTES:
1.THE DEVELOPER MAY
INSTALL THE SHEAR PAD
RECESSED UP TO 4"
BELOW FINISHED GRADE
AND SOD THE RECESSED
SECTION.
2-CLEARANCE BETWEEN
BOTTOM OF BOLTS AND
TOP OF SHEAR PAD
SHALL BE 6" MINIMUM.
3.HYDRANTS SHALL BE PAINTED
OSHA YELLOW AND AFFIXED
WITH A FLAG AND BLUE
REFLECTIVE MARKER FOR ID.ral
FIRE HYDRANT ASSEMBLY DETAIL
FEB.6,95 I DWG:
NOW FI12 402
0
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a Loc o
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zit "t
Fo
OZ O
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cnLW
p z
zw
H cQn.
W
o rn
O
rn
O O J
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r
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w w I
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i
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oll C
r
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I
SEPTEMBER 2011
N
M_
i
w
GATE VALVE -
757 DOCK (TV.)
THRENO
NPP E .) -
9" MIN.
mss'
TYR
GRADE
NOT TO SCALE
23'
EROSION & SEDIMENT CONTROL NOTES:
11'
1. ALL SILT FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION.
N
STORE FUELS AND FLUIDS IN SEALED, CLEARLY LABELED CONTAINERS.
2. CONTRACTOR SHALL DESILT ALL DITCHES AND SWALES, AT COMPLETION
ef'
KEEP CONTAINERS ON A STABLE, IMPERVIOUS SURFACE.
OF CONSTRUCTION,
0
WASHED GRAVEL.
Filter Fabric (In 3.
u
KEEP CONTAINERS COVERED.
3. DISTURBED AREAS WILL BE BROUGHT TO FINAL GRADE AND SEEDED OR OTHERWISE
Sec. 985 FDOT Spec.)
Cn
STABILIZED.
w
KEEP STORAGE AREAS SECURE.
EXISTING
DITCH
92
41]
1 xS'LAB6p I 1
Wff
AROi1 I r2RE
A1q. mw7m
CITY
GATE VALVE
Y`i REWRED)
CRE )
1' -4
REMOVABLE BOLLARD
N.T.S.
PIPE CAP
WELDED IN PLACE
FEDERAL TRAFFIC
3/4 "DIA x6 1/2" YELLOW
PIN W /LOCK
0 4" SCH40 PIPE
7/8 "DIA. THRU
3 1/2" SCH40 PIPE
WELDED IN PLACE4 :
in o
O
G / /\ °• ° \ / /\ //
3000PS1 CONC. MIN.
V
111110
SI CONC, MIN.
BOLLARD DETAIL
DATE: DWG. FIG.
SEPT., 2010 RPH FIG 603
A
CITY OF OCOEE U11U11ES DEPARTMENT
REDUCED PRESSURE
BACKFLOW PREVENTER
TE ,,,°. .°..... I DWG .,...... I FIG: ....
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STORMWATER POLLUTION PREVENTION BEST MANAGEMENT PRACTICES
EROSION & SEDIMENT CONTROL NOTES:
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BEST MANAGEMENT PRACTICES FOR FUELING PROCEDURES
1. ALL SILT FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION.1.STORE FUELS AND FLUIDS IN SEALED, CLEARLY LABELED CONTAINERS.
2. CONTRACTOR SHALL DESILT ALL DITCHES AND SWALES, AT COMPLETION 2.KEEP CONTAINERS ON A STABLE, IMPERVIOUS SURFACE.
OF CONSTRUCTION,
WASHED GRAVEL.
Filter Fabric (In 3.
3.KEEP CONTAINERS COVERED.
3. DISTURBED AREAS WILL BE BROUGHT TO FINAL GRADE AND SEEDED OR OTHERWISE
Sec. 985 FDOT Spec.)
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STABILIZED.4.KEEP STORAGE AREAS SECURE.
4. EROSION AND SEDIMENT CONTROL SHALL BE MAINTAINED AT ALL TIMES 5.KEEP CONTAINERS AWAY FROM SURFACE WATERS AND PUBLIC WATER SUPPLY
DURING AND AFTER CONSTRUCTION OF THE PROJECT. THESE CONTROL MEASURES
REPLACE PROMPTLY AS NEEDED.
WELLS.
SHOWN ARE THE MINIMUM REQUIRED AND ADDITIONAL CONTROLS SHALL BE UTILIZED AS
7.ACCUMULATED SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS
NEEDED DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION 6.PREVENT SPILLS WHEN FUELING VEHICLES OR TRANSFERRING FLUIDS FROM ONE
OPERATIONS.
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CONTAINER TO ANOTHER.
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7.TRAIN EMPLOYEES TO PREVENT, CONTAIN, AND CLEAN UP SPILLS.
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8.PROPERLY STORE AND DISPOSE OF CONTAMINATED SOIL AND MATERIALS.OPERATION &MAINTENANCE:
MAINTENANCE OF THE STORMWATER TREATMENT SYSTEM SHALL BE PERFORMED
9.IMMEDIATELY REPORT SIGNIFICANT OR UNCONTROLLED SPILLS. IF ANY OF THE
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FOLLOWING OCCURS, THE SPILL MUST BE IMMEDIATELY REPORTED TO THEANABASIS. MAINTENANCE SHALL INCLUDE AT LEAST THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AT (407) 897 -4100.FOLLOWING:FONG:
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THE SPILL IS NOT CONTAINED IMMEDIATELY.
1. REMOVAL OF TRASH AND DEBRIS.
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THE SPILL AND CONTAMINATION ARE NOT COMPLETELY REMOVED WITHIN 24 HOURS.2. REMOVAL OF SEDIMENTS WHEN THE STORAGE VOLUME
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OF THE STORMWATER MANAGEMENT SYSTEM IS BELOW DESIGN LEVELS.THERE IS IMPACT OR POTENTIAL IMPACT TO GROUNDWATER OR SURFACE WATER.
3. STABILIZATION AND RESTORATION OF ERODED AREAS.THE SPILL IS 25 GALLONS OR MORE.
Optional Post Positions 2Q• Principal Post Position
I (Canted 20° Toward Flow)
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15' 4' 2' 4' 4' 4' 4'
Post Options: Wood 2 1/2" Min. 0
SILT FENCE PER Wood 2" x 4"
FDOT INDEX 102 Oak 1 1/2" x 1 1/2" if
EL. =114.0 Steel 1.33 Lbs /Ft. Min.
BERM ISWALE EL. =113.0 _
Q3
00
EL. =112.0 0 oi
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SECTION A -A A
NOT TO SCALE 2
Filter Fabric
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ELEVATION
GENERAL NOTES:
1. POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE
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2.THE TOE OF SILT FENCE SHALL BE TRENCHED WITH A SPADE OR MECHANICAL TRENCHER. AT
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THE BOTTOM OF THE TRENCH, THE SILT FENCE SHALL BEND TO LIE FLAT ON THE UPSLOPE FACE.
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WHERE FENCE CAN NOT BE TRENCHED (I.E. ON PAVEMENT), A 12" FLAP OF SILT FENCE SHALL LIE
FLAT ON THE UP SLOPE GROUND SURFACE. THIS FLAP OF SILT FENCE SHALL BE SUPPORTED BY
WASHED GRAVEL.
Filter Fabric (In 3.THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE
Conformance With SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL.
Sec. 985 FDOT Spec.)
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4.SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN
WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST.
5.INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR
REPLACE PROMPTLY AS NEEDED.
6.ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES.
7.ACCUMULATED SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS
TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.
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PLEASE REFER TO SHEET 4 FOR SWPPP NOTES AND DETAIL
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LEGEND
SF.-- SILT FENCE PER
FDOT INDEX 102
TB TOP OF BANK
Ts TOE OF SLOPE
PROPERTY LINE
EXISTING CONTOURS,
FT. NGVD
LANDSCAPE TREES
AND SHRUBS
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PROPOSED
ASPHALT
PAVEMENT
100—YEAR
FLOODPLAIN
AREA
TRUCK/TRAFFIC
FLOW PATH
STORMWATER FLOW
DIRECTION AND SLOPE
SOIL BOUNDARY
SOIL TYPE
ID TYPE OF SOIL
51 WABASSO FINE SAND
54 ZOLFO FINE SAND
SOURCE OF BOUNDARY AND TOPOGRAPHIC SURVEY:
ATLANTIC SURVEYING, INC., MAY 2005
ELEVATIONS ARE BASED ON ORANGE COUNTY BENCHMARKS.
SECTION: 07;'TOWNSHIP: 22 SOUTH; RANGE 28 EAST
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DRAINAGE EASEMENT LYING WITHIN x x x ` , _
25 FEES; OF THE DITCH CE TERLINE \
x \ x
PER MINUTE BOOK 30, PAG 250
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x N N N \ N NN DO' , N Nti N r1. .0.' ' i O! y. 00 0
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RIPTION: (PARCEL ID #07- 22 -28- 0000 -00 -021)
PARTICULARLY DESCRIBED AS FOLLOWS:
MENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7,
TOW 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN S 01'04'14 "W ALONG THE EAST LINE
AID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 466.62 FEET; THENCE RUN S 88'13'25" W 43.47 FEET TO
WEST RIGHT OF WAY LINE OF OCOEE - APOPKA ROAD AND THE POINT OF BEGINNING; THENCE CONTINUE S
3'25" W 889.69 FEET TO THE EAST LINE OF PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 4513 PAGE
PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE RUN S 01'04'02" W ALONG SAID EAST LINE,
81 FEET TO A POINT LYING 427.68 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF THE
HWEST 1/4 OF SECTION 7; THENCE RUN N 88'46'33" E PARALLEL TO SAID SOUTH LINE OF THE
HEAST 1/4 OF THE SOUTHWEST 1/4, 278.04 FEET; THENCE RUN S 01' 13'27" E 40.92 FEET TO A POINT
76 FEET NORTH OF THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; THENCE RUN N
6'33" E PARALLEL TO SAID SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, 119.80 FEET
OR LESS THE CENTERLINE OF A DITCH; THENCE RUN S 74'06'26" E ALONG SAID CENTERLINE OF DITCH,
72 FEET; THENCE RUN N 00'48'44" E, 257.48 FEET; THENCE RUN S 88'43'16" E, 172.12 FEET TO THE
ESAID WEST RIGHT OF WAY LINE OF OCOEE - APOPKA ROAD; THENCE RUN N 00'22'45" W ALONG SAID
RIGHT OF WAY LINE 355.87 FEET TO THE POINT OF BEGINNING.
AINING 9.815 ACRES, MORE OR LESS.
q O 6 N N x " N`L !T2 TOP OF IRON ROD WITH
NN`L NNO N x
NN
x
N
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x
II i i N ° p CAP MARKED "LB6915"
x I x ( I
N
a N
ELEVATION= 122.44
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Ld I
S $ E 206.53'x
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x \, x x
N .° 0
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N \ -NN'DO x FOUND 5 /8" IRON ROD WITH- N N
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x .
I x CAP MARKED PLS4200 N
tK
NN` x SITE BENCHMARK #2 \ `\ o OQ N `° I hN a s
k, N ab h (0 x TOP OF 1 2 IRON ROD '1 ITH
N NI r CAP MARKED " L86915"
i \\ ELEVATION= 118.73 O x Ix
N A' -'—ti`y.
a NNk NNOO O
7
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N 88 46'3J"
SURVEYOR'S REPORT:
0 ,50
x
q
NO'
x
NO'
x
427.68'
1. LEGAL PROVIDED BY CLIENT.
2. UNDERGROUND UTILITIES AND /OR IMPROVEMENTS WERE NOT LOCATED EXCEPT AS NOTED,
3. BUILDING TIES SHOULD NOT BE USED TO REESTABLISH BOUNDARY LINES.
4. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
5. BEARINGS SHOWN HEREON ARE BASED ON E LINE NE 1/4 NE 1/4 NW 1/4 18- 22 -28, BEING N 00'48'03" W, ASSUMED.
6. ELEVATIONS ARE BASED ON ORANGE COUNTY BENCHMARKS.
x N
x /
r
x /
V 99°46'33" E - ix P
lb
P.O.L.
lb
1INP1.477,F0
b Or
386.76'
FCONRE r CONCRETEa
HEADWALL HEADWALL
INV = 111.15 I INV =1 11.40
i
I
I
N 1/4 CORNER
18 -22 -28
OLIND BRASS DISK
IN WELL BOX
ORANGE COUNTY
ENGINEERING DEPT.
CERTIFIED CORNER
SOUTH LINE OF SE1 /4 OF SW1 /4 OF SECTION 7, TOWNSHIP 22 S, R ANGE 28 E — — -- RECORD N 060056
Date . 11 Revisions
7/6/12 ADDED (EASEMENT
8/15/12 ADDED ICERT. NAMES & CHANGED PAGE#
PLAT OF BOUNDARY & TOPOGRAPHIC SURVEY
Section 7, Township 22 South, Range 28 East
DATE: 10/11/11
SCALE: 1 " = 50'
CAL. BY: SEB
DRAWN BY: SMO
JOB NO. 103082C
0
CERTIFICATION TO:
CITY OF OCOEE
SHUFFIELD LOWMAN & WILSON, P.A,
STEVEN E. BLAN4E
STATE OF FLORIDA
A
LEGEND:
O SET 1/2 IRON ROD WITH
CAP MARKED LB 6915
TELEPHONE RISER
C GUY WIRE
POWER POLE
D)DESCRIPTION
M)MEASURED
N WATER VALVE
d SIGN
LIGHT POST
FIRE HYDRANT
P.O.L.POINT ON LINE
DATE: 10/11/11
SCALE: 1 " = 50'
CAL. BY: SEB
DRAWN BY: SMO
JOB NO. 103082C
0
CERTIFICATION TO:
CITY OF OCOEE
SHUFFIELD LOWMAN & WILSON, P.A,
STEVEN E. BLAN4E
STATE OF FLORIDA
A
ITEM NUMBER V.
MISCELLANEOUS
A. Project Status Update
B. September Calendar
PROJECT
STATUS
UPDATE
TYPE
OF
DATE
REVIEW
SUB -
Current
Projects
PROJECT
NO.
SUBMITTAL
RECEIVED
ER
MITTAL
STATUS
u
PUD
Arden
Park
PUD
RZ-
12 -
07 -
05
Amendment
07/25/12
AF
1st
Comments
pending
traffic
study
review
Brynmar
Phase
1
FKA
Ingram
Estates
LS-
2005 -
001
Plat
Review
08/20/12
AF
4th _
Comments
due
9/04/12
Brynmar
FKA
Ingram
Estates
VR -
12 -
02
Variance
08/27/12
AF
1st
Comments
due
9/11/12
Cornell
Vacation
of
Easement
VAC -
12 -
020
Vacation
07/25/12
MR
1st
Approved
by
City
Commission
on
8/21/12
Preliminary
it
r'Y
City
Commission
approved
12/06/11;
Subdivision
Pending
Appeal
on
Vested
Rights -
Plan &
Vested
02/06/12.
Appeal
Hearing
scheduled
for
Eagle
Creek
of
Ocoee
LS-
2009 -
002
Rights
06/30/11
AF
4th
10/24/12.
Annex,
Rez &
East
Crown
Industrial
AX-
07 -
07 -
10
CPA
02/25/08
MR
2nd
Waiting
on
resubmittal
Final Subdivision
Fountains
at
Tivoli
Place (
FKA
Fountains
at
Plan
for
Phase
Highland
Park)
LS-
2012 -
002
1
06/14/12
AF
1st
Comments
sent
out
7/03/12
Rezoning
to
PUD /
Land
Use
Foundation
of
Lights,
LLC
RZ-
12 -
02 -
01
Plan
08/20/12
AF
2nd
Staff
comments
sent
out
9/05/12
Preliminary /
On
hold
pending
receipt
of
the
Joinder &
F/X
Warehouse
Complex
LS-
2007 -
023
Final
Site
Plan
05/11/09
BH
4th
Consent
Forms
AX -
07 -
12 -
35 &
RZ-
Annexation &
Hancock
Annexation
12 -
07 -
04
Rezoning
06/15/12
MR
1st
Scheduled
for
City
Commission
on
9/18/12
Right
of
Way
Health
Central
VAC -
10 -
019
Vacates
12/13/10
MR
1st
Scheduled
for
City
Commission
on
10/02/12
Marshall
Farms
Business
Center
LS-
2009 -
003
Final
Site
Plan
12/10/09
AF
2nd
Staff
Comments
sent
out
1/11/10
McCormick
Woods
Phase
3
Plat
Review
03/05/12
AF
4th
Pending
ownership
change
McDonalds (
West
Road)
SS-
2012 -
004
Site
Plan
08/13/12
AF
3rd
Approved
8/30/12
Oaks
Commerce
Center
SS-
2007 -
005
Final
Site
Plan
09/19/11
AF
6th
Staff
comments
sent
out
09/28/11
Small
Scale
Ocoee
Commercial
Retail
Store
SS-
2012 -
006
Site
Plan
08/27/12
MR
2nd
Comments
due
9/11/12
PUD
LUP
Ocoee
Oaks
United
Methodist
Church
RZ-
12 -
08 -
06
Amendment
08/06/12
MR
1st
Scheduled
for
City
Commission
on
9/18/12
Current
Project
Status2.xls /
Review
9/6/2012
1
of
2
PROJECT
STATUS
UPDATE
TYPE
OF
DATE
REVIEW
SUB -
Current
Projects
PROJECT
NO.
SUBMITTAL
RECEIVED
ER
MITTAL
STATUS
NUMBER
Rezoning
to
Park
Place (
FKA
Lake
Butler
Professional
PUD /
Land
Use
Campus)
RZ-
12 -
06 -
03
Plan
08/07/12
MR
3rd
Scheduled
for
City
Commission
on
10/02/12
FSP
Revisions
Prairie
Lake
Reserve
LS -
04 -
026
2
08/07/12
AF
1st
Comments
sent
out
8/22/12
Prairie
Lake
Reserve
LS -
04 -
026
FSP
Revisions
07/11/12
AF
3rd
Approved
7/30/12
Small
Scale
Primrose
School
SS-
2012 -
005
Site
Plan
06/14/12
AF
1st
Comments
sent
out
7/03/12
Preliminary/Fin
Raynor
Shine
Recycling
LS-
2012 -
001
al
Site
Plan
08/27/12
AF
4th
Staff
comments
sent
out
9/05/12
Annexation
with
AX -
05-
010 -
21
Initial
Zoning
of
Roberson
Road
AX &
RZ
RZ-
10 -
05 -
04
PUD
05/24/10
AF
1st
Staff
comments
sent
out
6/17/10
Small
Scale
Shoppes
at
the
Village
SS-
2008 -
005
Site
Plan
04/23/10
AF
3rd
Staff
comments
sent
out
5/24/10
Ownership
change -
pending
City
Villages
of
Wesmere
Phase
3
P
Review
08/01/12
AF
3rd
Commission
Approval
Annexation,Rezoning, &
i
AX-
05 -
08 -
25
Large
Scale
RZ-
08 -
09 -
06
Preliminary
ON
HOLD -
Development
Agreement
under
West
Colonial
Parcel (
Walla)
LS -
07 -
021
Subdivision
Plan
10/23/08
BH
6th
discussion
AX -
07 -
10 -
26
Annexation &
Whisper
Winds
Landscaping
RZ-
10 -
11 -
12
Rezoning
07/13/11
AF
4th
Staff
Comments
sent
out
08/03/11
Current
Project
Status2.xls /
Review
9/6/2012
2
of
2
Se .
tember mon
TuR
WQd
Thu
fri
Sat
1
3
4
5
7
8
Labor
Day
City
Hall
Closed
City
Commission
r
a
I
7:00
pm /
7:15
pm /
Comm.
Co
Chambers
can
No
Trash
Collection
10
11
12
1 3
14
15
Planning &
Zoning
City
Commission
Fiesta.
de
7:00
pm /
Comm.
Budget
Public
Colores
Chambers
Hearings
6:00
pm /
Comm.
Chambers
@
Bill
Breeze
Park
09/18
Agenda
Items
due
to
09/18
Agenda
Items
due
to
City
Clerk
City
Clerk
09/18
Agenda
Items
due
to
City
Clerk
17
18
19
20
21
22
Parks &
Rec.
City
Commission
Advisory
Board
6:00
7:15
pm /
Comm.
pm /
Parks &
Rec.
Chambers
Administrative Office
PIHB (
as
needed)
k,
24
25
26
27
29
Code
Enforcement
City
Commission
7:00
pm /
Comm.
Final
Budget
Public
Chambers
Hearings
6:00
pm /
Comm.
Chambers
10/02
Agenda
Items
due
to
10/02
Agenda
Items
due
to
City
Clerk
City
Clerk
10/02
Agenda
Items
due
to
City
Clerk
40
1
A
iaimo=
ill'