The URL can be used to link to this page

10-10-2006 Agenda PacketMayor S. Scott Vandergrift City Manager Robert Frank October 10, 2006 IV V PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held August 8, 2006 OLD BUSINESS NEW BUSINESS A. Citrus Medical & Executive Park Final Site Plan B. West Orange Investments PUBLIC HEARING Preliminary / Final Site Plan C. Ocoee Pines (aka Whispering Pines) PUBLIC HEARING Annexation D. Oak Trail Reserve PUD Preliminary Subdivision Plan E. Arden Park PUD Rezoning / Land Use Plan MISCELLANEOUS A. Project Status Report B. October Calendar VI. ADJOURNMENT O:\P & Z\Agendas\2006\Oct 10, 2006 P & Z Agenda.doc PUBLIC HEARING Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 7:00 PM (Senior Planner Bobby Howell) (Principal Planner Antonio Fabre) (Principal Planner Antonio Fabre) (Principal Planner Antonio Fabre) PUBLIC HEARING (Community Development Director Wagner) 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 8, 2006 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, AUGUST 8, 2006 CALL TO ORDER Vice Chair McKey called the meeting to order at 7:01 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Vice Chair McKey, Members Campbell, Conkling, Dillard, Rhodus, and Sills. Also present were City Attorney Palmer, Community Development Director Wagner, Senior Planner Howell, and Deputy City Clerk Sibbitt. ABSENT: Chairman Golden, Members West and Morris were absent excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, May 9, 2006. Member Campbell stated he was absent excused for the May 9, 2006, meeting but it was not reflected in the minutes. Member Rhodus, seconded by Member Dillard moved to accept the Minutes of the May 9, 2006, meeting with corrections to reflect that Member Campbell was absent excused for the May 9 2006 Planning and Zoninq Commission meeting_ Motion carried unanimously. OLD BUSINESS None NEW BUSINESS Community Development Director Wagner introduced the Planning Division's newest Senior Planner, Bobby Howell. RESIDENTIAL FRONT YARD REGULATIONS Community Development Director Wagner stated one year ago concerns were brought to staff's attention regarding fence and front yard parking problems in residential areas by the City Commission. The following concerns were presented that year: canopy covered parking structures, boats, RVs, and campers parked in front yards, parked vehicles overhanging sidewalks in residential Planning and Zoning Commission Regular Meeting August 8, 2006 neighborhoods, the placement of mechanical equipment on corner lots, front yard parking, conversions of garages to living space, and fences in front and side yards. City Commission then gave staff direction as to which way they would like for them to prepare the ordinance. Community Development Director Wagner stated since that presentation staff has included several other issues of concern in residential areas in addition to the issues discussed a year ago. These include front and side yard fence requirements, corner lot building setbacks, open space requirements for single-family residential lots, and several amendments to the Code of Ordinance to ensure consistency with the proposed amendments to the Land Development Code and Code of Ordinances. Community Development Director Wagner presented exhibits and provided a description of each proposed amendment as followings: ➢ Canopy covered parking in front of yard • Currently Code does not allow accessory structures in front or side yard. • Accessory structures do not meet the Florida Building Code. ➢ Vehicles Darking over sidewalks. • Currently the City has an Ordinance that permits the Police Department to enforce restrictions on cars parking in the right-of-way of the street and over sidewalks. ➢ Boats, Recreational Vehicles and Campers parked in front yards • Currently the Land Development Code prohibits more than one camping or travel trailer exceeding 24-ft in length from being parked or stored for more than a 48-hour period on a residential lot if parked beyond the front yard building line. Staff is proposing to amend the Code to prohibit boats, recreational vehicles, and camping or travel trailers from parking beyond the front yard building line on a residential lot if they exceed more than 36-ft in length for more than a 48-hour period. • Additionally, language has been added to require these vehicles to be parked behind the front building setback and screened front and side with a six (6) foot opaque fence with gate. Member Campbell stated the proposed ordinance and the Florida Statute have different definitions for what constitutes a commercial vehicle. Community Development Director Wagner stated he would have the City Attorney look into this. Member Conkling inquired as to how they would make the ordinance all inclusive in case a particular vehicle type is left out. Vice Chair McKey also inquired as to how City vehicles for emergency on -call employees would fall into the ordinance. Community Development Director Wagner stated they may need to evaluate and expand the language to include certain take home vehicles. 2 Planning and Zoning Commission Regular Meeting August 8, 2006 City Attorney Palmer stated that in order to address Member Conkling's concerns, a definition of Recreational Vehicle could be put into the ordinance. ➢ Parallel street parking in grassed landscaped area between the sidewalk and street. • Currently, there is no provision in the Code of Ordinances prohibiting the parking of vehicles in the grassed landscaped area located between the sidewalk and street. • Staff proposes to incorporate a provision into the Code of Ordinances prohibiting the parking of vehicles in the grassed or landscaped portions of all public and private road right-of-ways, except specific roadways as noted in the proposed ordinance. ➢ Placement of mechanical equipment on corner lots • Currently, there is not a provision in the Land Development Code regarding the placement of mechanical equipment, such as air conditioning units and pool filters, for single-family dwellings located on a corner lot. When mechanical equipment is installed on the street side of corner lots, it is exposed to view from the street, and negatively impacts the aesthetic appearance of the surrounding neighborhood. • Staff proposes to include a provision in the Land Development Code requiring mechanical equipment to be placed within the interior side yard and not along any side of the dwelling facing the street. In addition, a provision is proposed to allow grandfathering from these requirements if mechanical equipment exists in the street side yard prior to the approval of this ordinance. Member Campbell inquired as to the mechanical equipments that would be grandfathered in what would happen if they had to be replaced. Community Development Director Wagner stated they could be replaced in the same place. ➢ Front Yard Parking. • Currently, the Land Development Code requires a hard, dustless surface including gravel, mulch, or dirt for off-street parking on non- residential areas. • Staff proposes to require vehicles parked in the front yard of a single- family residential lot to be parked on a hard surfaced (asphalt, concrete, or brick) driveway or parking area. • The amendment will not change the maximum impervious area of the entire lot, but will permit the parking surface to cover up to 50% of the required front yard area. Additionally, all off-street parking on single- family residential lots will be required to include a concrete apron Planning and Zoning Commission Regular Meeting August 8, 2006 between the property line and the pavement of the roadway where the parking area directly accesses the roadway, in which a permit will be required. Vice Chair McKey inquired as to when the code change for front yard parking would be applicable since there will not be any grandfathering. Community Development Director Wagner stated there are so many situations with front yard parking that they would have to first react to complaints and obvious Code Enforcement situations. Member Campbell stated in the proposed ordinance it states that, "all off-street parking areas shall include a concrete apron..." He further inquired if a person uses another form of paving other than concrete would they still need to put a concrete apron. Community Development Director Wagner stated that paragraph may need a slight clarification on its intent which is to protect the sidewalk. ➢ Garage conversions to living space • The City Commission reached a consensus to allow conversions of garages to living spaces, provided that a total of two parking spaces still remain on the property. • Staff is proposing to incorporate a provision into the Land Development Code allowing garage conversions as long as two -off set parking spaces can be provided. This provision will prohibit garage conversions if two parking spaces cannot be provided. In addition, a grandfathering provision is proposed to exempt conversions that exist as of the date of passage of the proposed ordinance. ➢ Fences in front and side yards • Currently, the Land Development Code permits fences in front yards provided they do not exceed 4-ft in height beyond the front building line, and 6-ft on any other portion of the property. • Staff is recommending to incorporate a provision into the Land Development Code allowing fences greater than 4-ft and no more than 6-ft in height within the side front yard of single-family dwelling units provided they are designed rear to rear, no garage or main entry doorways exit to the side front yard, and a minimum setback of 15-ft is maintained from the property line as long as the fence extends along no more than '/2 the depth of the house. Additionally, staff is proposing a grandfathering provision to allow fences not meeting these requirements that are erected prior to January 1, 2000, to be considered grandfathered as legal non -conforming structures. 4 Planning and Zoning Commission Regular Meeting August 8, 2006 Member Campbell inquired as to why they eliminated hedges from the code. Community Development Director Wagner stated a hedge is not a building structure and it is virtually impossible to regulate landscaping, unless it is in the visibility triangle area. ➢ Corner lot building setbacks. • Currently the Land Development Code requires corner lots to maintain the required front yard building setback on both street frontages. • Staff is proposing to amend this section of the Land Development Code to allow a reduced side street building setback to 15-ft where two corner lots adjoin at the end of a block when single-family units are designed rear to rear, and where no garage or main entry doorways exit to the side front yard on the same block for new single-family dwellings. This amendment will apply only to new single-family dwellings for which building permits have been obtained after the effective date of this ordinance. Member Campbell stated this amendment would also help with the placement of mechanical equipment on corner lots allowing for the equipment to go on the other side (inside) of the yard. ➢ Code of Ordinance Amendments. • In order to ensure consistency with the proposed amendments of the Land Development Code, staff is proposing an amendment to the Code of Ordinances to remove properties zoned residential from the list of properties where parking or storage of any motor vehicle is prohibited. Additionally an amendment to the Code of Ordinances is proposed to give the Community Development Department the responsibility for the enforcement of parking requirements on private property instead of the Protective Inspections Department, which has since become part of the Community Development Department. ➢ Open space requirements for single-family residential lots • Recently, it has come to the attention of staff that yards of several single-family residential properties located within the City have been covered with materials such as stone, gravel, rock, and other impervious mulch materials. Since these materials are impervious, they may not absorb rainwater as well as planted material. This can eventually lead to problems with drainage that can cause flooding of the lot, and can potentially cause adverse storm water runoff to neighboring properties. In addition, there are aesthetic reasons to ensure consistency of appearance along residential avenues to maintain property values. 5 Planning and Zoning Commission Regular Meeting August 8, 2006 • Staff has proposed the addition of a provision to the Land Development Regulations prohibiting impervious material such as stone, gravel, rock, and other impervious mulch materials within the required 50% open space area for a single-family residential lot. This provision will also prohibit impervious materials other than those required for sidewalks; driveways or parking area aprons from being placed within public or private road right-of-way. Member Campbell inquired if this amendment would be grandfathered. Community Development Director Wagner stated in speaking with the Building Official they are getting different view points and it will depend on the City Commissions recommendation. Rocks in the right-of-way however, do need to be removed and the Code does also state there will be sod on residential dwelling lots. Vice Chair McKey inquired if there is anything the City is doing proactively for grass to require less water. Community Development Director Wagner stated they had a Landscape Committee a few years back look into the watering of sod and they had compared the Codes plant list to the Florida Water Wise plant list and about 85% of the plants from the Code were on that list. A brief discussion ensued regarding plants that are water tolerant and educating the community. Member Conkling inquired as to how the amendments discussed would work between the City and the private communities within the City. Community Development Director Wagner stated the City has the ability to enforce any City code on private or public property. The Code applies to whether it is a gated community or not. Regulations of streets in private communities however, do require a traffic agreement with the Police Department to enforce speeding, parking, and any other complaints related to streets. The Public Hearing was opened for the Residential Front Yard Regulations. As no one wished to speak, the Public Hearing was closed for the Residential Front Yard Regulations. Member Campbell, seconded by Member Dillard moved to recommend approval of the proposed amendments to the Land Development Code and Code of Ordinances. Motion carried unanimously. MISCELLANOUS Planning and Zoning Commission Regular Meeting August 8, 2006 Vice Chair Mckey inquired as to how the CRA was moving along. Community Development Director Wagner stated the CRA is in place with the County's approval and they expect to generate $400,000 next year. They will be recommending to the City Commission to pursue an overlay district for the area along the S.R. 50 corridor, which will come before the Planning and Zoning Commission for recommendation since it affects the Comprehensive Plan. Community Development Director Wagner further stated it is in the budget to hire a CRA Manager. PROJECT STATUS Community Development Director Wagner stated there will be five or six projects to review in the next couple of months, some being major projects. He further stated construction is underway with the Shoppes of Ocoee and Ashton Park town homes are going up and are sold out. Community Development Director Wagner also announced they anticipate 1900 new lots and at least 800 housing units to be built for next year. ADJOURNMENT The meeting adjourned at 8:32 p.m. Attest: Melanie Sibbitt, Deputy City Clerk APPROVED: Rob Mckey, Vice Chairman ITEM NUMBER IV. A Citrus Medical & Executive Park Final Site Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, Senior Planner 19f4 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 THROUGH: Russ Wagner, AICP, Community Development Director 0 DATE: September 19, 2006 RE: Citrus Medical & Executive Office Park — Large -Scale Final Site Plan Project # LS-2004-022 Commission District # 3 — Rusty Johnson ISSUE: Should the Planning & Zoning Commission recommend approval of the Large -Scale Final Site Plan for Citrus Medical and Executive Office Park? BACKGROUND: On March 15, 2005, the City Commission approved the final subdivision plan for Citrus Medical and Executive Office Park. This plan detailed construction of master infrastructure for the property. Since the approval of the final subdivision plan, infrastructure such as a cul- de-sac road, and lift stations have been constructed. After approval of the final subdivision plan, the developer submitted a site plan detailing the construction of eight, one-story medical/professional office buildings totaling 28,626 square feet in area with associated parking and landscaping on the property. The subject property is approximately 5.81 acres in size and is located on the south side of Old Winter Garden Road, approximately 500-feet east of the intersection of Blackwood Avenue and Old Winter Garden Road. The property to the north is zoned C-2 (Community Commercial) with a Future Land Use designation of Public Facilities/Institutional, and is the site of Health Central Hospital. The properties to the east, west and south are located within unincorporated Orange County and are developed as residential uses with a City of Ocoee / Orange County Joint Planning Area (JPA) Future Land Use designation of Low Density Residential. The Future Land Use designation for the site is "Professional Offices and Services." The property is zoned Commercial (PUD) which permits development and construction of the proposed professional office park. The site plan is consistent with the goals, objectives, and policies of the Comprehensive Plan, the Land Development Code (LDC), the requirements of the PUD, and the approved Final Subdivision Plan. October 10, 2006 Planning and Zoning Commission Page 2 DISCUSSION: As discussed above, the site plan proposes the construction of eight, one-story medical/professional office buildings totaling 28,626 square feet in area with associated parking and landscaping. The site plan indicates 21 oak trees ranging in size from 6-inches to 18-inches in diameter will be preserved along the northern, southern, and western boundaries of the property. These trees will be included in the required landscape buffers along each of the aforementioned property boundaries. Additionally, a 6-foot high block stucco wall will be constructed as part of the required buffer to the surrounding residential areas, and a 6-foot high brick wall will be constructed as part of the required buffer along Old Winter Garden Road, and portions of the eastern and western property lines. A cul-de-sac road, which was permitted with the final subdivision plan was constructed to allow access to the development. The site plan indicates that this road will be contained within a separate tract, which will be owned and maintained by a yet to be established Property Owners Association. This road will lead into a shared parking area on either side, which will also be owned and maintained by the Property Owners Association. In addition to being responsible for the ownership and maintenance of the cul-de-sac road and shared parking area, the Property Owners Association will be responsible for the ownership and maintenance of all common areas located on the site. Additionally, the site plan proposes the dedication of a 17-foot wide strip of right-of-way along Old Winter Garden Road. Since the site plan proposes the cul-de-sac road, retention pond, lift station, and dedicated strip of right-of-way to be contained within separate tracts, the property will be required to be platted. The plat must be approved before building permits are issued for the proposed buildings. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on September 18, 2006 and reviewed the Preliminary/Final Site Plan. The applicant was notified that additional fees had accrued and must be paid prior to the project going to Planning & Zoning Commission. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan date stamped "June 8, 2006". STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Large -Scale Final Site Plan for Citrus Medical and Executive Office Park. Attachments: Location Map Future Land Use Map Zoning Map Final Site Plan of Citrus Medical and Executive Park, date stamped September 26, 2006 OAStaff Reports\2006\SR06040_BH_CitrusMedical_P&Z.doc w Y Citrus Medical and Executive Park Location Map 0000O0o 00 0 0 0 0 0 0 0° 0%0000000 I L RSA GROVE SI moll qN-"r, I Swil ME Surrounding M: Ocoee Community # #X _ # X. I inch equals .## feet 200100 # 200 <## Feet Printed: fi 13 Subject Property Unincorporated Territory Mir and Other Municipalties Zoning Classification: AgriculturalGeneral X Suburban X e Dwelling X X X. Single -Family Dwelling ♦ ! X. Dwelling X Single -Family Dwelling (R-1) •Two -Family# s Dwelling : 3 Yli Multiple -Family Mobile Home Subdivision (RT-1) LA * 1 Professional Neighborhood Shopping (C-1) CommunityCommercial Restricted Manufacturing A # # ✓"mow Commercial (PUD) #...: Density Density (PUD) DensityMedium High # i Public Unclassified Lakes and Water Bodies AutoCAD filename: 04033.dwg ui zg m pp ww � o zfr_ O d w 15 U zz U (1 w� U 4. O U � U � am V) L_ W O 3 z w O o J U O W p w m � '? V) p w N Q W m 00- Z X w W zF- wm z r=- o a o W M P- zo 0 �z w� F-2j> zm Q z a z F- �o 00 p W w tr L �a LEGAL DESCRIPTION: BEGIN 441.25 FEET WEST AND 522.73 FEET NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN WEST A DISTANCE OF 434.07 FEET, THENCE RUN NORTH A DISTANCE 637.29 FEET TO THE SOUTH LINE OF ORLANDO-OLD WINTER GARDEN ROAD; THENCE RUN SOUTHEASTERLY, ALONG THE SOUTH LINE OF THE ORLANDO-OLD WINTER GARDEN ROAD, A DISTANCE OF 448.93 FEET; THENCE RUN SOUTH A DISTANCE OF 522.73 FEET TO THE POINT OF BEGINNING. SAID LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN N89°52'51 "W ALONG THE SOUTH LINE OF THE SAID SOUTHEAST 114 OF THE NORTHEAST 114 A DISTANCE OF 441.25 FEET; THENCE RUN N00'37'57"E ALONG THE WEST LINE OF VANGUARD HEIGHTS SUBDIVISION AS PER PLAT THEREOF RECORDED IN PLAT - BOOK X, PAGE 62, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA A DISTANCE OF 522.73 FEET FOR THE POINT OF BEGINNING; THENCE RUN N89'52'51 "W A DISTANCE OF 434.07 FEET, THENCE RUN NOO`37'47"E A DISTANCE OF 640.46 FEET TO THE SOUTH RIGHT OF WAY LINE OF OLD WINTER GARDEN ROAD; THENCE RUN S74'56'30"E ALONG SAID SOUTH RIGHT OF WAY LINE A DISTANCE OF 448.18 FEET TO THE AFORESAID WEST LINE OF VANGUARD HEIGHTS SUBDIVISION, THENCE RUN SOO°37'57"W ALONG SAID WEST LINE A DISTANCE OF 524.92 FEET TO THE POINT OF BEGINNING. ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 120179 0175, DATED DECEMBER 06, 2000 THE DESCRIBED PROPERTY LIES IN ZONE X. Call 2 full business d8w,s befog You dig IN THE CITY OF OCOEE, FLORIDA CITY OF OCOEELu Y � , \ U S WEST COLONIAL DRIVE Q o � g m Z O o LOCATION MAP lial i ! SHEET INDEX C1 - COVER SHEET C2 CONDITIONS OF APPROVAL C3 SITE PLAN. C4 UTILITY PLAN1, C5 PAVING & GRADING SHEET C6 DETAIL SHEET C7 UTILITY DETAIL SHEET C8 STRIPING PLAN C9 PHOTOMETRIC PLAN 1-9 LANDSCAPE, IRRIGATION AND HARDSCAPE PLANS ELECTRIC: GAS: PROGRESS ENERGY LAKE APOPKA NATURAL GAS DISTRICT 452 EAST CROWN POINT ROAD 1320 WINTER GARDEN - VINELAND RD. WINTER GARDEN, FL 34787 WINTER GARDEN, FLORIDA 34787 OWNER AND APPLICANT: PHONE: (407) 905-3303 PHONE: (407) 656-2734 ASSISTED CARE LIVING AT FOREST COVE, LTD. BERRY J. WALKER, JR., REGISTERED AGENT 1053 MAITLAND CENTER COMMONS BLVD. SUITE 200 SANITARY SEWER: POTABLE WATER: MAITLAND FLORIDA 32751 PHONE: (407) 644-6535 FAX (407) 644-8369 CITY OF OCOEE CITY OF OCOEE 150 N. LAKESHORE DR. 150 IJ. LAKESHORE DR. OCOEE, FL. 34761 1 OCOEE, FL. 34761 ENGINEER: PHONE: (407) 905-3192 PHONE: (407) 905-3192 BERNARD J. MARTIN IV, P.E. BJM ASSOCIATES, INC. REUSE WATER FIRE PROTECTION 506 NORTH WYMORE ROAD WINTER PARK, FL 32789 CITY OF OCOEE CITY OF OCOEE PHONE: (407) 645-5566 FAX (407) 629-5389 150 N. LAKESHORE DR. 150 N. LAKESHORE DR. OCOEE, FL. 34761 OCOEE, FL. 34761 PHONE: (407) 905-3192 PHONE: (407) 905-3192 ARCHITECT: BERRY WALKER, SR. MASTER DEVELOPMENT OF CENTRAL FLORIDA, INC. 235 SOUTH MAITLAND AVENUE, SUITE 216 CABLE ", TELEVISION MAITLAND FLORIDA 32751 i PHONE: (407) 644-8372 BRIGHT HOUSE NETWORK 3767 ALLAMERICAN BLVD ORLANDO, FL. 32810 PHONE: (407) 295-5215 SOILS: MICHAEL D. SIMS, P.E. POINT FOUR ENGINEERING & TECHNOLOGICAL SERVICES 193 WEST NEW YORK AVENUE LAKE HELEN, FLORIDA 32744 PHONE: (407) 260-9449 FAX (407) 228-2808 SURVEYOR: JAMES R. SHANNON, JR. P.L.S. SHANNON SURVEYING, INC. 499 N. STATE ROAD 434-SUITE 2007, ALTIMONTE SPRINGS, FL 32714 PHONE: (407) 775-8372 FAX (407) 628-6655 TRAFFIC ENGINEER TURGUT DERVISH, P.E. TRAFFIC PLANNING AND DESIGN, INC. 535 VERSAILLES DRIVE, SUITE 200 MAITLAND, FL 32751-7305 PHONE: (407) 775-9955 FAX (407) 628-8850 S EP 2 6 2006 ✓ M N CN h W N N O o zUp�� °oZ N wZOo"i6 o a0 _ Zr-W 0,0~Q i Z U O LL o w WO d'0 cn QQ¢z z 0¢ _ hm`n�" w Z O LL W p C U Lr) to N N O � tQ O O Q co t0 M \ 0 W W W w W ::E m O O O O O U U U U U O U O U U O O O N O U. O O O 0 O U U U U U W (L aCL 4 a a 0 0 0 0 0 LLj ml � a at a .J 0 m o O00 ��JJJJ U � M m O n 'z ZrA Q 4 Q in Q o 0� w � 0z W :EO a Lu o w � 5: } m m m o w W z Z � U � LLI 0 U 0 Q • • DATE: April 12, 2005 SCALE: 7 1 SHT AutoCAD filename: 04033.dwg 11 111 jlmj� ii'll iiiiii IW%0111 04 1 1. THE PROJECT INFRASTRUCTURE, INCLUDING ALL PARKING FOR THE PROJECT, WILL BE CONSTRUCTED IN ONE PHASE. 2. THE ARRANGEMENT OF BUILDINGS AND PARKING AREAS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE EXACT LOCATION OF THE BUILDING AND PARKING AREAS WILL BE SHOWN ON EACH SITE PLAN AND SHALL MEET ALL CODE REQUIREMENTS IN EFFECT AT THAT TIME, UNLESS OTHER STANDARDS ARE OTHERWISE SPECIFIED ON THIS PLAN. 3. TRACT -A, ACCESS ROAD THROUGH THE PROPERTY, IS A PRIVATE ROAD OWNED AND MAINTAINED BY THE CONDOMINIUM ASSOCIATION. 4. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 5. THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF F.S. CHAPTER 163 CONCERN- ING MORATORIA ON ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 6. A CONDOMINIUM ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 7. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS, ARTICLES OF INCORPORATION OF THE CONDOMINIUM ASSOCIATION, AND WARRANTY DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY. 8. ANY DAMAGE CAUSED TO OLD WINTER GARDEN ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO -THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER AT THE OWNER'S SOLE COST AND EXPENSE. 9. ACCESS RIGHTS TO OLD WINTER GARDEN ROAD ARE DEDICATED TO THE CITY OF OCOEE EXCEPT AT THE APPROVED LOCATION. 10. TRACT-C SHALL BE DEDICATED TO THE CITY BY THE EARLIER OF THE DATE WHICH IS (a) THIRTY (30) DAYS AFTER RECEIPT OF A WRITTEN REQUEST BY THE CITY, OR (b) THE BUSINESS DAY PRIOR TO PLATTING. TRACT-C SHALL BE CONVEYED BY WARRANTY DEED IN A FORM AND SUBSTANCE ACCEPTABLE TO THE CITY FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES AT THE DEVELOPER'S SOLE COST AND EXPENSE. THE CONVEYANCE OF TRACT-C SHALL NOT IMPOSE ANY OBLIGATION ON THE CITY TO MAKE ANY IMPROVEMENTS THERETO. PRIOR TO THE TIME TRACT-C IS IMPROVED AS A PUBLIC ROAD, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT-C AT ITS SOLE COST AND EXPENSE. AT LEAST TWENTY (20) DAYS PRIOR TO THIS CONVEYANCE, THE DEVELOPER SHALL, AT THE DEVELOPER'S SOLE COST AND EXPENSE, SUBMIT TO THE CITY FOR REVIEW AND APPROVAL A METES AND BOUNDS LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION, BOTH CERTIFIED TO THE CITY OF OCOEE, FOR THE PROPERTY TO BE CONVEYED. CONTEMPORANEOUSLY WITH THE CONVEYANCE OF THE PROPERTY, THE DEVELOPER SHALL PROVIDE TO THE CITY A CURRENT ATTORNEY'S TITLE COMMITMENT TO BE FOLLOWED BY A TITLE POLICY. THE DEVELOPER SHALL ESCROW THE REAL PROPERTY TAXES PRORATED AS OF THE DAY BEFORE THE CITY'S ACCEPTANCE OF THE CONVEYANCE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295 FLORIDA STATUTES. NEITHER THE DEVELOPER NOR ANY PERSON OR ENTITY SHALL BE ENTITLED TO ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION WITH RESPECT TO THE CONVEYANCE OF TRACT-C. 11. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACT-B (RETENTION POND), WILL BE OWNED, OPERATED AND MAINTAINED BY THE CONDOMINIUM ASSOCIATION. A 30 FOOT DRAINAGE EASEMENT IN FAVOR OF THE CONDOMINIUM ASSOCIATION WILL BE PLATTED CENTERED ON THOSE PORTIONS OF THE STORMWATER SYSTEM FACILITIES EXTENDING ONTO LOTS #1 AND #3. 12. THE INTERNAL SANITARY SEWER COLLECTION SYSTEM, TRACT-D, (LIFT STATION), AND THE INTERNAL AND v; OFF- SITE FORCE MAIN WILL BE OWNED, OPERATED AND MAINTAINED BY THE CONDOMINIUM Z g ASSOCIATION. O� om 13. THE PERMITTED USES FOR THE PUD SHALL BE THOSE USES PERMITTED IN THE P-S ZONING DISTRICT UNDER ui W m THE OCOEE LAND DEVELOPMENT CODE, AS IT MAY BE AMENDED FROM TIME TO TIME. SUCH PROFESSIONAL 0 SERVICES DEVELOPMENT SHALL CONFORM TO THE APPROPRIATE DEVELOPMENT STANDARDS WHICH WOULD BE o � I APPLIED TO DEVELOPMENT IN THE P-S ZONING DISTRICT AND ORDINANCE 99-23. WV) Z Z 14. ALL DRIVEWAYS, SIDEWALKS AND AMENITIES TO BE SHARED. MAINTENANCE OF THESE, THE WALLS, SIGNAGE AND THE BUILDING EXTERIORS TO BE BY THE CONDOMINIUM ASSOCIATION. WHERE MULTIPLE W UNITS ARE CONSTRUCTED ON ONE LOT, ALL PARKING, DRIVEWAYS, SIDEWALKS AND AMENITIES ARE TO Q U 4 0 BE SHARED BY SUCH UNITS WITHIN THAT LOT. V) 15. ALL EXISTING STRUCTURES TO BE REMOVED FROM THE SITE. EXISTING SEPTIC SYSTEMS TO BE REMOVED n m AND DISPOSED OF IN ACCORDANCE WITH CITY AND STATE STANDARDS, THE EXISTING WELLS SHALL BE W o PROPERLY ABANDONED ACCORDING TO THE REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT RULES. AN ABANDONMENT PERMIT IS REQUIRED AND A REGISTRATED WATER WELL z CONTRACTOR IS REQUIRED TO PERFORM SUCH ABANDONMENT WORK. 2 0 16. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED Z Z o r AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR D 3 LAW INFORCEMENT, FIRE AND OTHER EMERGINCY SERVICES. fn W 17. TRACT D, LIFT STATION, SHALL BE FENCED WITH A BLACK, VINYL CHAIN LINK FENCE WITH POSTS AND Q w RAILS PAINTED BLACK. SUCH LIFT STATION SHALL ALSO BE SCREENED WITH A HEDGE -TYPE Z W SHRUBBERY SUCH AS VIBURNUM OR LIGUSTRUM. z� 18. BUILDING AREAS MAY BE INCREASED WHERE ANY BUILDING, OR PORTION OF ANY BUILDING IS g0 SUBSEQUENTLY DESIGNATED ON THE INDIVIDUAL LOT DEVELOPMENT PLAN AS "PROFESSIONAL OFFICE', o PROVIDED, HOWEVER, THE ESTIMATED TRIP GENERATION AS SPECIFIED HEREIN IS NOT INCREASED. cn 19, UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE W m LOT LINES, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET 0 RIGHT-OF-WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM 0 W En AROUND EXISTING PROTECTED TREES TO BE PRESERVED. o ~ 20• ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE a 0 PLACED_ AROUND EXISTING PROTECTED TREES TO BE PRESERVED. �o 21. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE Q AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. U- 1N- o w 22. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE CONDOMINIUM 0 0 ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT o OWNERS. En F 23. AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL HAVE ACCESS RAMPS z CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY cn Z CHALLENGED. W U D 0 24. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS o 0- ALONG OLD WINTER GARDEN ROAD, AS WELL AS LANDSCAPING AROUND TRACT "B" (RETENTION POND) AND W of "D" (LIFT STATION) SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR Q THE SUBDIVISION IMPROVEMENTS. 25. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT HIS EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH NO. 95-17. 26. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE, TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 27. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE CONDOMINIUM ASSOCIATION SHALL BE CONVEYED TO THE CONDOMINIUM ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 28. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 29. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS, EXCEPT AS SPECIFIED IN THE SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 30. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THESE PLANS. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 31. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED. ALL ROAD RIGHT-OFWAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 32. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO MAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES. 33. A 6' MASONRY SCREEN WALL AROUND THE PERIMETER OF THE PROPERTY SHALL BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS. ALL SIDEWALKS ALONG OLD WINTER GARDEN ROAD AND IN FRONT OF TRACTS B AND D SHALL BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS. ALL OTHER SIDEWALKS, INCLUDING THOSE IN FRONT OF INDIVIDUAL LOTS WILL BE CONSTRUCTED BY THE DEVELOPER OF EACH LOT. 34. THE ENTRANCE FEATURE WALLS AND SIGNAGE SHALL BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS. 35. THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION IS CITRUS MEDICAL AND EXECUTIVE PARK. PURSUANT TO ORDINANCE NO. 2001-18, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE' TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 36. NO BUILDING PERMIT FOR VERTICAL CONSTRUCTION ON ANY LOT SHALL BE ISSUED UNTIL THE PLAT IS RECORDED AND NO PERMANENT CERTIFICATE OF OCCUPANCY FOR ANY STRUCTURE CONSTRUCTED ON THE SUBJECT PROPERTY SHALL BE ISSUED UNTIL A CERTIFICATE OF COMPLETION FOR SUBDIVISION IMPROVEMENTS INCLUDING THE WALL, RETENTION POND AND LIFT STATION HAS BEEN ISSUED. 37. NO OUTSIDE FREESTANDING VENDING MACHINES, NEWSPAPER BOXES OR SIMILAR EQUIPMENT SHALL BE PERMITTED UNLESS SUBSTANTIALLY SCREENED FROM VIEW FROM ADJACENT ROADS AND PARKING AREAS. 38. ALL ROOF MOUNTED EQUIPMENT MUST BE SCREENED FROM VIEW FROM ALL ADJACENT PROPERTY LINES. 39. PRIOR TO PLATTING, THE DEVELOPER WILL BE REQUIRED TO SUBMIT TO THE CITY APPROPRIATE CROSS ACCESS EASEMENTS AND, IF APPLICABLE, CROSS PARKING EASEMENTS FOR REVIEW AND APPROVAL BY THE CITY. ALL SUCH DOCUMENTS WILL NEED TO BE RECORDED CONTEMPORANEOUS WITH THE PLATTING OF THE SUBDIVISION. 40. OVERNIGHT PARKING OF COMMERCIAL VEHICLES, TRACTOR TRAILERS, BOATS, RECREATIONAL VEHICLES, CAMPERS OR MOTOR HOMES SHALL BE PROHIBITED WITHIN ALL PARKING LOTS. 41. NO COMMERCIAL VEHICLE WITH SIGNAGE PLACED THEREON SHALL BE PARKED IN A MANNER ALONG PUBLIC ROADWAYS TO BE VISIBLE AS AN ADVERTISING DEVICE. 42. EACH LOT SHALL BE REQUIRED TO PROVIDE PARKING, INDEPENDENTLY OF ADJACENT LOTS, AS REQUIRED BY THE CODE. 43. SIDEWALKS ALONG OLD WINTER GARDEN ROAD AND IN FRONT OF TRACTS "B" AND "D" WILL BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS. SIDEWALKS IN FRONT OF INDIVIDUAL BUILDINGS WILL BE CONSTRUCTED AT THE TIME OF THE BUILDING CONSTRUCTION. 44. THE ENTRANCE FEATURE WALLS AND SIGNAGE, AND ALL OF THE PERIMETER BUFFER WALLS WILL BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS. 45. NO BUILDING PERMIT WILL BE ISSUED FOR ANY BUILDING UNTIL SUCH TIME AS A CERTIFICATE OF COMPLETION HAS BEEN ISSUED FOR THE SUBDIVISION IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, ROADS, DRAINAGE, RETENTION PONDS AND LANDSCAPING. 46. ALL IRRIGATION WILL BE MASTER METERED. THE CONDOMINIUM ASSOCIATION SHALL BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES. 47. THE LIFT STATION LOCATED ON TRACT 'D' AND ALL ON -SITE SEWER LINES WILL BE OWNED AND MAINTAINED BY THE 'CONDOMINIUM ASSOCIATION. 48. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHT-OF-WAY INTERSECTIONS (AND OTHER AREAS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICAN AND DISABILITIES ACT ("ADA") REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON THE CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE ', EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. THE PROPERTY OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 49. UTILITY AND ACCESS EASEMENTS WILL BE PROVIDED FOR ALL UTILITIES. M M N N co N p o M 's z Q n N a.,2 Z A nOz o wF W�" "-cv ZQ� OWN C9UpLLi_ w wO , O QQ�Qz� z 'o 0 Q �mul�ELU- w z O Lu ILL o � U 0000 M \lolo n H W W W W W 0 0 0 0 0 CJ U U C� U U U U U 0 0 0 0 N 0 0 0 0 0 _p (J C) U U U W CL CL n. a a 0 0 0 0 0 W W W W W m a m m m ° ON N00 m. o� 4 Z12 Q o^ o� W � 0 J in >✓ m CD m Ld Y > Z Z o c� W � = 0- Al PROJECT NUMBER 04033 DATE: April 12, 2005 SCALE: n/a � AutoCAD filename: 04033.dwg jv86 WAIVER REQUEST TABLE: '39 17'* ZON/Nc 9 Cj < {NM I 1v T, DEDICATION OF ADDITIONAL RIGHT-OF-WAY (TRACT "C") I OFFSETTING BENEFIT. f N TRACT-0 (R/W DEDICATION) (WAIVER SHOWN HAS BEEN APPROVED BY FINAL SUBDIVISION PLAN ON MARCH 15,2005) 10' LANDSCAPE BUFFER AS APPROVED ON MARCH 15, 2005 I0 (SEE TABLE ON THIS SHEE r) Pi i k, `6 GRAPHIC SCALE SITE DATA: Q� THIS SITE IS NOT LOCATED WITHIN THE FEMA 100-YEAR 3 i 0 15 30 60 90 N I I I /,I .,.� - . , 2 N FLOODPLAIN BASED ON FIRM MAP DATED DEC. 06,2000. (IN FEET) h / i inch = 30 feet MASONRY WALL W17H i EXISTIOG TRACT -DI (LIFT STATION) TOTAL SITA AREA r% 81 ACRES fl)r,-4 nRr, IC C' % wo CITATION OF CITY CODE EXISTING REQUIREMENT PROPOSED CHANGE JUSTIFICATION OF WAIVER ARTICLE V, MEDIUM BUFFER MINIMUM BUFFER THE NEED FOR SITE TO RETAIN ADEQUATELY A 100-YEAR SECTION 5-18(b) 25 FOOT BUFFER 10 FOOT BUFFER STORM EVENT AND PROVIDE THE NECESSARY PARKING FOR ADEQUATE FOR THE PREVIOUSLY PERMITTED LAND USE OF OFFICE/MEDICAL. LANDSCAPE SCREENING A 10.0'BUFFER IS BEING PROVIDED AT STAFF REQUEST THE IS AN I t . 0. BRICK COLUMNS & N sra.v a Al, -f. - k!)i , TRACT-C (R/W DEDICATION) 0.18 ACRES (7,841 S.F.) POND BLACK STEEL FENCR G M, ES \\ 5.63 RCR (245,244 S. F.) . .................... NET DEVELOPED AREA F _4 Ax 44F kj BRICK COLUMNS & MASONRY WALL WITH W Z BLACK STEEL FENCING EXISTING ZONING •A-1 I m -V - ETENTION POND) PROPOSED ZONING PUD zo 1& -0 ild Ij �;If �qil 4! "L, o TOTAL LOT AREAS 4.60 ACRES Z TRACT -A (STREET) 0.63 ACRES 0.37 ACRES TRACT-B (POND) "T1 fi BRIC K _1 ri-thl- A � 1m; ;r ro rz� k s 136 b/ TRACT-D (LIFT STATION) 0.03 ACRES 1-k510 h"if 138. 14� LAkDtCAPg1j' ESTIMATED MAXIMUM BUILDING FLOOR AREAS, AS PROPOSED HEREON 139%11.69 UU 11, K Cq I. MEDICAL OFFICES ONLY 11. PROFESSIONAL OFFICES ONLY Ziff J 200 S.F./ PARKING SPACE) 250 S.F./ PARKING SPACE) 14 42.0' z 20.0'24-0'-20.0' y (nwf Q 1 Ld 25.0' to r (n W LANDSCAPE �6 �� START OF 6' MASON RY SCREEN WA BUFFER WALL W/ STUC m 42.0' FINISH & DECORATIVE C kP 1 -8 b i -% w Q110rrk] WALL W/ (n W 1.- 1 tn 71 1i Go f ; 'i END OF 6' le UAqntJDV 01 Lr) C14 01 04 00 C14 Cm 0 . 'C'4 C=) z Q�! o 0 z < m z < to z Lu z (3!: Fx 0 "S • C14 (D t: 0 r1l LLJ z Lu 0 :�i m 0 < < z Z Q :�E � 0 Q_ w 0 < -r z z v) cc Lf) Uj LL CL 0 m LL 0 w LLJ o u a Lj C, z z z z w w 0 0 w w w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V) LL. 0 LL. 0 u- 0 LL. 0 LL. 0 Z 0 0 U 0 Lj UJ UJ W LAJ LAJ CL CL IL a. a. z z z z z 0 0 0 0 0 m i &5 m w w w w w 0 co 0 0 00 M N OD N M u m In 6 cc - i W - - - (i :,- >C -W . --- 5 1 N -6 . , w uj 0, 0) v '. 1 1.0 0 8 b I I I . OLD, STUCCO FINISH & DECORATIVE CAP go- I"") ui -z m wo 0 q BUILDING -5(tor _j Ci! i %.., - BUILDINGMW I g 0 SETBACK 0 W;5 I.: w W w PARKING BUILD. OPEN IMPERV. U- SETBAC' z z 9L -if MI LOT AREA PROVIDED AREA SPACE FAR 0- w AREA IMPERV, % a. �7_ in g ® (4 199,417 S.F. 5 P, u) 1q 0:3 154 PARKING 28,626 S.F. 45.8 % 14.4 % 93,874 S.F. 47.1 % ce x 1 5.01 < Z;: x 00 m >; cl:! 7 a .%% Lu (n Ln i 1?0, 7r MAXIMUM IMPERVIOUS AREA 70 % WHOLE SUBDIVISION Ln z E Cn A b MAXIMUM IMPERVIOUS AREA 80 % EACH LOT C; -C, 0 0; MAXIMUM FLOOR AREA RATIO 50 % EACH LOT MINIMUM OPEN SPACE 20 % WHOLE SUBDIVISION -7 5.0 . 80 21. C4 -42 -1- 1 l 11 .11 uj I it .............. .0, MINIMUM BUILDIN9--SETBAQKS: ue cl� U3 0 Z 24.0'_.P1 =_ 25 FEET FRONT YARD :�E 0 6.0 5 I 26.0' f--25jD' REAR YARD CL 6.0' 25 FEET Lu 5 LU SIDE YARD 10 FEET N89-212-03"W I I S89*22.03"E C4 83.05 4 ABUTTING RESIDENTIAL 50 FEET F". 83.0b' N 42.0'- -100.0, C. 29 --t% s In OLD WIMTER GARDEN ROAD 50 FEET 6.0' x'* _0 N N w 0 �i I MAXIMUM BUILDING HEIGHT 35 FEET m 0. 1411'. 141-1 Ln LANDSCAPE BUFFERS: 8 An. 1�,zd' 1;�o Z. 7, GENERAL NOTES,. 40140 0. 9 IM I 1 11 . . __ 0 ... I 241 -5.01 N ® x RETENTION POND ABUTTING 15 FEET (I.) THE PERMITTED USES FOR THE PUD M BE THOSE USES PERMITTED BE AMENDED FROM TIME .0. IN THE PS ZONING DISTRICT UNDER THE OCOEE LAND CODE AS IT MAY I OLD WINTER GARDEN ROAD I _j 0 N,;I, TO TIME. SUCH PROFESSIONAL SERVICES DEVELOPMENT SHALL CONFORM TO THE APPROPRIATE Lu -S ZONING v! 1.7. STANDARDS WHICH WOULD BE APPLIED TO OEVELOPMEN' IN THE P DEVELOPMEN m cn RETENTION POND ABUTTING 25 FEET DISTRICT AND ORDINANCE 99-23. < to w 0-) '4 RESIDENTIAL DISTRICT p< 1.�_ (2.) THE SCHEMATIC OF THE BUILDINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. cn_ - I L_ i 1 01 C; -.< n CL :z4 Tim POND WILL REMAIN UNFENCED. (n 0 vi (3.) THE RETENTION tp, I � " z Bi: !2 a o 1. -, I , , 0 0 � 5.0' 71!�_ - -0 1 1 111 v-�-: 1_m_T- j - . N ALL BUILDING SITES ABUTTING 25 FEET T SHALL COMFORM WITH ORDINANCE #99-23. 00 THIS DEVELOPMENT z 42. 52, w 01 EXISTING RESIDENTIAL DISTRICTS w -go-- I , 4 o (5.) A LANDSCAPE, WALL AND SIGN EASEMENT. MINIMUM OF 15-FEET WIDE, SHALL ENCOMPASS THE -2 0- w ENTRANCE WALL AS SHOWN ON THE PLAN. 11 15.1 15.0' IL into I w 00 U) LANDSCAPE LANDSCAPE w to ABUTTING INTERNAL ROAD TRACT 15 FEET "n (n 41 BUFFER I V� w m (6.) BENCHES. BIKE RACKS AND TRASH RECEPTACLES SHALL BE INCLUDED IN THE INDIVIDUAL 0 IBUFFER Cn BUILDING SITE PLANS. b 3: X 0 In r. in Im Ca Cn z Lu a. (7.) ARCHITECTURAL THEME 0 0 9 0 UTILITIES: 0 0 jx 0 a. ALL BUILDINGS TO BE OF THE SAME ARCHITECTURAL TYPE AND STYLE. 0- p 1, w -42.0'- 28 0' Nd 0 vi... C! > 0 N z 0 w Ln o b. STUCCO EXTERIOR, EAR-THTONE COLORS MEETING CITY STANDARDS WHITE). Lq z 0 I SANITARY SEWER C3 C. ROOFS. MIN. 6-PITCH, ARCHITECTURAL SHINGLE OR TILE 4 q 10m 114 w CITY OF OCOEE z z - (n (B.) FIRE HYDRANTS SHOWN CURRENTLY EXIST ON -SITE AND WERE I i 1 1 1`1 9 -24 0' POTABLE WATER U) CONSTRUCTED PER THE ORIGINAL APPROVAL OF THE SUBDIVISION. •CITY OF OCOEE w In w ry. X 1:9 rn m RECLAIMED WATER CITY OF OCOEE 0 m i6 -5.0' a_ 0 ir Tx 0 w (n FIRE PROTECTION CITY OF OCOEE C.) Cn < 0 t.ELECTRIC PROGRESS ENERGY w V%\ a- m .0. -A: (STREET) ."A *..t En TRACT TELEPHONE SPRINT _j U- u_ w 0 41 GAS z LAKE APOPKA NATURAL z 0� W GAS DISTRICT O W 42.0'- L� 2'03"W S89*22'03"E 1.0. SOLID WASTE CITY OF OCOEE Iw w N89*2 z In 0 1 >j 0 R 56, -.004-7 >= x v 1 81.68' 83.00, It 0 0 N:! ..... Z z f--86[u G E-4 Z 0 w _j (n 't L� .-J CONSUMPTION ESTIMATE: SETBACK K w w•DIRECTORY SIGN w z WATER AND SEWER CONSUMPTION BASED ON 300GPD FOR SEWER AND 350GPD 0 0 (n (TYPICAL) w a L c' w Ln FOR WATER USING A FACTOR OF 0.334 PER 1,000 SF OF GROSS AREA AS-BUILTSt N w RN in -0 W w (n x (an ia- . L6 Z", 04 vi AS-011LI DRAVfibI9& SIGNEO AND S BY '04 PRIQ18 TO FINAL ACGMMCE &Y THE My QE =EE, 0- 71 Z C! Z a z X C! in 't m w m WASTEWATER CONSUMP11ON: 00- A FLORIDA REWMM LAND SURYEYOR, SHALL BE REQUIRED WITH 3kIE FOLLOWING INFORMAMON 21 (n I 1 11 AVERAGE DAILY FLOW 2,581 GPD < W w C'4 to 0-- Y� (A) SANATARY SEWERS PEAK HOUR FLOW 7.1 GPM (USING A FACTOR OF 4.0) .0. Y' Azs, CL z '0' C 0 j uj (1.) TOPELIEVATION OF EACH MANHOLE FRAME AND COVER (2.) INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE STRUCTURE Nl� UJI DOIAESTIC WATER CONSUMPTIObj:, 0 w LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER -TO -CENTER) 0. F5 AVERAGE DAILY FLOW 2,868 GPD z 110. PEAK HOUR FLOW 0 0; 8.0 GPM (USING A FACTOR OF 4.0) 0 (4.) ACTUAL GRADE OF PIPE BETWEEN MANHOLES 5.0' U) U) < Z w 00 ...... FIRE FLOW 1200 GPM 0 20 PSI (5.) LOCATE ALL SERVICE WYES FROM DOWNSTREEM MANHOLE WITH DEPTH AT I pq LOT LINE AND DISTANCE FROM THE MAIN LINE b utl 7 mO w in CIA 60.1' ) 0 C; 0 (6.) LOCATE WITH MEASUREMRNTS FROM PERMENANT VISIBLE OBJECTS ALL FITTINGS 14.4' U- I ....... ....... - - NOTES: 0 0 AND ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES) 9 ....... 1_5. SIDEWALKt' 1. ALL STORM WATER PIPE JOINTS WILL BE WRAPPED WITH uj w -24.0' 21.0' 24 0' (B) STORM DRAINAGE L 29.0'---f- 740-4- 19.8, 447.0'" 10. so LLJ w PAR SPACES BLDG. 400 FILTER FABRIC PER FDOT INDEX 280 n (I.) TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL 3 PARKING SPACES 0 ;? 0. 1-STORY BUILDING 0 OTHER STRUCTURES (HEADWALL. 0 9' WIDTHS 0 9' WIDTHS b 0 Ofo S. CONTROL STRUCTURES. ETC) 90' x 46' a. ddo- 0 (2.) INVERT ELEVATIONS OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, 4,140 SF It I -F LLJ U) 3.15, 2.84' FF 143.50 B U I'LD I N G ABBREVIATIONS LEGEND: z: Z INCLUDING UNDERDIRAIN PIPES LL_ F- 0 10. 10. 1(p '04 JSETBACK L6 0 w INVERTS OF ALL MITERED END SECTIONS N W ffiff'. N89*22'03"W OD 90.01 E-4 8�V22'03•RO 2�.O' o. 1'- 09.00, 81.68, 16.9 CONST. CONSTRUCT ELEV. EXIST. GROUND L.F. LINEAR FOOT (4.) ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES 1to 0 _1 T z (5.) INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERNENANT VISIBLE OBJECTS RCP w I'--- EXISTING CONTOURS t- w TO ALL STORM STUB -OUTS. z 10 PARKING SPACES 10 9 PARKING SPACES 00 �vl I - / PVC POLYVINYL CHLORIDE �X�X� L) 0 9' WIDTHS 0 0 9' WIDTHS 03•1t " Cn (C) WATER SYSTEMS AND FORCEMAINS 0.. 1 N EXISTINGSWALE 42" DECORATIVE BLACK STEEL FENCE PROJECT NUMBER wz 9 0 L 81.01 37.7 EXIST. EXISTING ACTUAL LENGTHS OF PIPES BETWEEN BRANCHES AND VALVES IN THE RUN. 04033 0 1 PL POINT OF CURVATURE 6' MASONRY SCREEN WALL W/ STUCCO 10.0, SIDEWALK' -CF- APE to z AND ACCESSORIES NOT VISIBLE FROM THE SURFACE ( MINIMUM TWO POINT TIES). ane LANDSCAPE < vi BUFFER If BUFFER April 12, 2005 (2.) LOCATE WITH MEASUREMENTS FROM PERMENANT VISIBLE OBJECTS ALL FITTINGS �%CO' L- 25 W-LI FINISH & DECORATIVE CAP DATE: PT POINT OF TANGENT LANDSCAPE 6w MES MITERED END SECTION MASONRY WALL WITH BRICK z fu_l 0 LIST THE DEPTHS OF ALL LINES AT ALL VALVES AND FIRE HYDRANTS. .4 8 00 -= D.E. DRAINAGE EASEMENT COLUMNS & BLACK STEEL FENCING SCALE: w zm I I SCALE: P=30' :5 D :5 NG NATURAL GROUND :) fn - BOUNDARY 0 0 6- MASONRY SCREEN WALL W/ - ow STUCCO FINISH & DECORATIVE CAP STM STORM 0 a- SHT. w S89*52'51 "E 434.07 STORM SEWER INLET AND M.E.S. w ty- C.S. CONTROL STRUCTURE V) w X R RADIUS 3 < A-1 ZONING CONTROL STRUCTURE AND OUTFALL OF 9 MAXIMUM MEDICAL MAXIMUM PO BUILDING AREA - PARKING REQUIRED PARKING PROVIDED BUILDING AREA PARKING REQUIRED PARKING PROVIDED MEDICAL OFFICE 28,626 144 154 - - - PROFESSIONAL OFFICE I - - - 1 28,626 115 154 Z } m 00 W WM F-o ZM 0 n' ow O U Z- U O W w a U IL U Q am V)U- W O �Z z �UJ oW LZ >-,v O w WM 0�3: In !Qo W <W W Zx zW a W ,_ Z - WU) Z F-o Q QLL. Z o W g F- Z O 0 U N �z w� oCe vi z zF- oM oW LU Fes•• Q AutoCAD filename: 04033.dwg r' C, flT L) TRACT -CI (R/W DEDICATION) GRAPHIC SCALE TRACT-B: (RETENTION POND) 30 115 0 30 6O 9O (IN FEET) 1 inch = 30 feet NOTES: 1. PROVIDE STUBOUT WITH CAP OF THE RECLAIMED WATER LINE. CONTRACTOR TO CONNECT TO RECLAIMED LINE IF AVAILABLE DURING THE CONSTRUCTION OF THIS PROJECT. 2. BUILDING 300 AND 400 ARE REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM INSTALLED PER NFP A 13. 3. BUILDING 300 AND 400 ARE REQUIRED TO HAVE A MONITORED FIRE ALARM SYSTEM. 4. ALL BUILDINGS TO HAVE KNOX BOX FOR EMERGENCY KEY ACCESS. 5. ALL BUILDINGS TO COMPLY WITH 2O04 FLORIDA FIRE PREVENTION CODE. 6. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK SURROUNDED WITH LANDSCAPE. SHOULD THIS BE LOCATED ON THE REAR OF THE BUILDINGS, THEY SHOULD BE PAINTED THE COLOR OF THE BUILDING. 7. 2" PVC SLEEVES TO BE USED UNDERNEATH ASPHALT FOR FUTURE WATER LINES. WATER LINES AND BACKFLOW PREVENTERS TO BE INSTALLED BY EACH INDIVIDUAL BUILDER. 8 ELECTRICAL PANELS SHALL BE PAINTED THE SAME COLOR OF THE BUILDING � 1 ci u ` 1= ~��.._,» = �ZL i:_ r,,9338 € 18 72 �r>j 0. - G� .,f•,'J' j{1 3Ei3 ; 137,99 M�f :a•�T�"F ^„"^»..,,�^ '•^,,.•1865 -....^.n...,.,,..•,,,_(1/,.V.. t _St_ A �T_ V � ," 'yam, �'•t'... ! _( 7 (,] I i 'j t `s;-�J',C.")•. k\ i-? I ,J ^� •€ -•L•a + tom.-kl_ .•*i � ih t M 5•i `•,�._, "`'•`"'�„t.�'�-t �• 7 ._.v 7 F ",.:. ^'H \ i ,.i �. :1 �-1-r, '•. la7 18aj Li`s vctiitA .,, 1q.�•" 1-['�..••1 OR T. L'�1'Ci i.i ""'�'M1-:.,,lz 7 6 4:., » i , s ! ; �. r � (•� i '^Y;, 1?1`u,.l�!.i .i.. }^`f C� ._�,lti f�� 180 t r • ri . sF r t `� ' f;f _t 8 8 135.91 s,.,,,,• •... i-, �..,:,,_. wss '1 .L1 O ,,,` � .`". ,;^'� r'7 s "'.Y i � � •" ••2,-"''iZ. r1 ,_�.._ i u. EJ �� - , /: q f a 1 t tf ; ~-••�,..-"",`:...i•.. ®ems7ir' ' l'7"'7{+! "/^� F+, rat, �^ F-�F �'�••;� s t i I ^.""•.^... 11"^�»�ur� 1 ' '�.1 i ! �•.1.. ?4 �,,,} �� 1 �.1�� C; 7 ^•";;::` ` . 0 i �, �. `�^ -Y�. �- _ •' •E'f ; /_ = -. 1 F 7D 1 ( \ \ = `''�_ >�Gr . LI _ - �7r6�� % 1 4 4 f __ € I 19.43 ''I S \ '�- `"�."�•;:`�,�_ \yi ®y / ' ih .` ....,�•I•.tQ81 �`" �.:,"4. 1.3 `--... K e J^: I EXISTI G '�' \ \ �' \ \ \�,�\�, �, '.1 � t f i?ir � � rf f ��.. f=�`t^ ` t:_ ;~'c3 i �) fi �1^ '--•�`--- RETEN ION POND 7 39 \ f r/ .t _ G - TRACT-D.-(LIFT STATION) r • � F i �'; ••�`r f�':1 / r�lr ,•---•,.".�,�•``�--... �` .. �' , .._;`;4.:�y\ •'-•..,,,'^-�,.ti �,.•-..,.,,,., f `"'� L3 a• EXISTING„ t( /�,7 r r r�-�tl t4, » LIFT -( t t ( ! !` 1 , l \`�........ '1•."'..,, �.,' ti •,,4r ` .) \ `�,_.»"",•� .:" ..,�»'\ .4 '�� •- STATION ._ j, ._ •�L�, �- ��; Zio .� • ' / ! 1 ) < \ �� "^,•.,_� t ,•,^ s..k ti^ yam.. •". `"r.,..,.. •.. ....,•.,.•.., .,,� 1 11 f ! ft i / r (f l... / f. / '�• • •.! . r•""` t 7 f J't•PAt •.,,,.. -._... t I ��.�•........,�,.,�� I �,.�.1 r ( �f I! '. .. ` Jfr / \ �` '^.,..-.' �^"._+. '`^+,.. •"`•+..-, ••Y i e ! 11 i `j? (�} � 1s}•^ -` 5;\\fl• .€.`•t,?.'.`_I `�,-, \ �\ 11 ,l ti x � '��'{/11 4'JI !"1F _- � I �1,i11 / •`, \ �"' ...,� � v� I I � � ; i � ,'I! q,{ 1 _`., 1, CONST. 35 L.F. N 6 PVC CLEAN OUT �' ---=�' 11: 1 r� _... Y I,.,/ (SAN) LATERAL @ 1.50% i I I li _ INV. 137.83 i • �� f 1 � ; ; CONST. 193 L.F. ^� 3/4 PVC �,i�.•�CID mX�.� a 1} „t} n 9. AN APPROVED BACKFLOW REDUCED PRESSURE ZONE ASSEMBLY R.P.Z. BACKFLOW DEVICE IS151, € € o ' I t1, CONST. 102 L.F. N 8 �- mF (R.P.Z.) ! t z EXIST. M.H.#2 I REQUIRED FOR ALL DOMESTIC WATER LINES AND IRRIGATION SYSTEMS (ASSE 1013). [ } 1 0B- 4•o :: 1 I n i PVC (SAN) @ 1.00% ; # # € 38,:5`u, ��,� RIM EL. 141.48 #il F- : #II" II I I 10. THE R.P.Z. BACKFLOW DEVICE SHALL BE INSTALLED AT THE POINT OF DELIVERY FROM THE WATER 3 "� INV. EL. 136.28 (S) =1, -Li fI R I o�N.- L�J I ,;... CONST. 216 L.F. N 3/4 PVC I 1 i mE C*4 CLEAN OUT INV. EL. 136.18 (N) :: I; �1 ' 1'.: CONST. M.H. SYSTEM. N i INV. 141.02 I `f I ~{ RIM EL. 142.77 IIf - !_ INV. EL. 137.40 1 I .: b 11. THE INSTALLER IS RESPONSIBLE FOR TESTING ALL DEVICES UPON INSTALLATION BY A CERTIFIED I I I I + CONST. M.H. J11 NV. EL. 137.30 W } BACKFLOW TESTER. I I{ i RIM EL. 142.30 j! ; CONST. 70 L.F. N 6" PVC INV. EL. 140.07 1' 1 REQUIRED TO HAVE AN APPROVED DOUBLE DETECTOR CHECK INV. L. 12. THE FIRE PROTECTION SYSTEMS Q I (SAN) LATERAL @ 1.50% N E 139.97 (S), ' Q i; CONST. 96 L.F. N 6" PVC CLEAN OUT VALVE ASSEMBLY WITH RESILIENT GATE VALVES. lif= i I 2 4 PVC 0 t SLEEVES i i I I (SAN) LATERAL @ 1.50% INV. 138.74 13. THE FIRE PROTECTION SYSTEM DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHALL BE INSTALLED I CONST. 19 L.F. N 6 PVC ' 1 € ' f 1 (SAN) LATERAL @ 1.50% AT THE POINT OF DELIVERY FROM THE CITY OF OCOEE WATER SYSTEM AND IN THE HO155 L.F. N 8 i 1 (€ I POSITION. !+ i i i (SAN) i t I o 0 3 I I S CLEAN OUT PVC 5AN @ 1.00% f f 1 i m x to s INV. 140.00i I 7 c�-o^ 14. A CERTIFIED BACKFLOW TESTER SHALL TEST THE DEVICE AFTER INSTALLATION. i I j I ; may- i„ ! I ( m o 4 M , j I € I I 142 I l 1,4.E �, CONST. 104 L.F. N 3/4 PVC � 1 � � (2) 4 PVC 15. ALL TEST REPORTS SHALL BE GIVEN TO THE CITY OF OCOEE UTILITY DEPARTMENT. `€' I r ti` :; ? ! 1 11 I 1 41 0, I �, i , , l SLEEVES ; i 1 01•40 ! o�dyuoi 3/4" XGo CONST. 146 L.F. N PVC POTABLE WATER DISTRIBUTION: ! , € �, y ; , --w -w 0-11 .. I r 1. Pipe shall be AWWA C900 or DR 21. All PVC pipe of nominal diameter greater than twelve (12) inches shall be ! ! , € =-•� •-•-._�•' £• -�• I- r 1�1, w w 16 ! I AWWA C900. All PVC pipe shall have a minimum working pressure rating of 150 psi. CONST. 199 L.F. N 3 4 PVC ;-•0 w oc> >;-, i ? Ibell push -on tYPa joints conforming to ASTM D3139.2. PVC pipe shall have integral CONST, 187 L.F. N 3/4., PVC CONST. 139 L.F. N 3/4 PVC 3. All fittings used with PVC pipe shall conform to section 50.4 of the City of Ocoee Utility Specification. " C90 1 R L. F. N , ;; € € ! i • • I ; i 1 9 p•p tY tY p 8 C900 DR18 PVC :•i.-.i 33 i I t I I n' ! 4. Fire hydrants to be 5-1/4" min. valve opening, traffic type. Hydrants shall be painted in accordance with City of I CONST. 36 L.F. N 4 i II : o �- oI I ITo Wq 1 I Ocoee Fire Department specifications. Pumper nozzle to be 18" above finish grade and face street. Have i t I iC900 DR18 PVC (TYP.) ,',ti �:.:_: CONST. 74 L.F. N 6" PVC x N W) restraining rods for tee to valve and valve to hydrant. No thrust blocks. Main line to be a minimum 8-inches CONST. 204 L.F. N 3/4 PVC .b :.:• f ; "� : :•;• SAN LATERAL @ 1.50% o N 9 Y ` € I FDC :..�,. i ,.. (� ) M L� diameter. Approved fire hydrant shall be located at intervals not to exceed 500 ft. from any portion of any dwelling ( I ; / 4� :.,h�- --- �� U, ( i located on the remises. FDC �1 `` I��µ p CONST. 19 L.F. N 6" PVC c r r 1 EXIST. M.H. 1 R�X (SAN) LATERAL @ 1.50% CONST. 184 L.F. N - 3 # CLEAN OUT 5. Blow -off valves to be located outside pavement/sidewalk. I 4 i RIM EL. 142.26 } 8 C900 DR18 PVC INV. 139.39 i ! i-- � € INV. EL. 137.26 (N) _ : 6. Services shall be field marked and accurately located on as -built CLEAN OUT CONST. M.H. # r f 1 # ! INV. 138.69 RIM EL. 142.92 I ( t C.O. INV. 138.70i ; I €) € ; INV. EL. 138.52 CONST. 102 L.F. 8 7. As -built information shall be furnished to the Engineer. 1 0 ! N i I a t : Z INV. EL. 138.62 (N) PVC i (SAN) @ 1,00% I [ I 1 it li 8. All construction methods and materials shall conform with Cityof Ocoee I ; I o iy o INV. EL. 138.42 (E Y ) t1 1 I (Iltt:t ? M '�' CONST. 28 L.F. N 6" PVC specifications. ( I # x ,� ! , 1 p 11 moo. �� is ' 2 4 PVC` 2 4 PVC t ®1.50% } o0 () ► () I (SAN)LATERAL I ! ' I ? i J `I `. 1 SLEEVES SLEEVES ` I r 9. New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, and ; £ i ` # m ' " , ; I r-., �, ! i € (}I preferably ten feet between the outside of the water main and the outside of an existing or proposed gravity- or ' € c I 9;,,. p Y Y g p p g tY- e� �` s 1! I � ::�.�_'�.� CONST. M.H. L0 sanita sewer wastewater force main or pipeline conveying reclaimed water not regulated under I 1 1 I CONST. 102 L.F. N 8" RIM EL. 142.77 i ? I pressure -type sanitary P p Y g = i 1, I m X It part III of Chapter 62-610, F.A.C. the minimum horizontal separation distance between water mains and gravity -type I ? ; I CLEAN OUT PVC (SAN) @ 1.00% INV. EL. 138.48 0�- o-- # ; ; f INV. 138.87 .. -+o NMI sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above I ; �►;r :. , # INV. EL. 138.38 (N) m 0 ! (2) 4" PVC the top of the sewer. New or relocated, underground water mains crossing any existing or proposed gravity- or \ .:. ti --INV. EL. 138.28 (W) l I CONST. 41 L.F. w 6 PVC ..:�, •... SLEEVES ,sa,•,r,. vacuum -type sanitary sewer shall be laid so the outside of the water main is at least six inches, and preferably 12 \ \;• _ �:- • - l; 3 I LATERAL @ 1.50% ; r. , '_ " c .'.:: a inches, above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water (SAN). �=== - r 1 / I main above the other pipeline. ' 1 t i " y L CONST. 3 L.F. N 6 > > =z; CONST. 111 L.F. » » I' I I 10. At the utility crossings described above, one full length of water main pipe shall be centered above or below the,Fr f 4 C900 DR18 PVC o a ,, 8 C900 DR18 PVC (i I „I ! I i I I other pipeline so the water main joints will be as far as possible from the other pipeline. Alternatively, at such I �,`-Y �,� _ - CONST. 90 L.F. N 6 PVC r crossings, the es shall be arranged so that all water main joints are at least three feet from all joints in FDC (SAN) LATERAL @ 1.50% si 1 9 PP g vacuum -type sanitary sewers, or pipelines conveying reclaimed water regulated under part III of Chapter 62-610, I FDC F.A.C., and at least six feet from all joints in gravity- or pressure -type sanitary sewers, wastewater force mains, or " _ CLEAN OUT CLEAN OUT _. • - -•• -••• INV. 139.63 INV. 139.63 pipelines conveying reclaimed water not regulated under part III of Chapter 62-610, F.A.C. I I N �; :. I i I i # I ( I �CONST: 17 L.F. CONST.I 48 L.F. N BLDG. 400 I i ` I I I 4 C900 DR18 PVC 1i �� 1-STORY BUILDING ( f€ it t t l 11. All new lines to be flushed and disinfected in the presence of City Inspector in accordance with AWWA C-651. ( 8 C900 � DR18 PVC so' X 46' Satisfactory bacteriological samples shall be obtained for each section in accordance with D.E.P, requirements. f I I ,H 4,140 SF i,l l CONST. 103 L.F. � N 3/4 PVC FF 143.50 12. Pressure test all mains for at least 2 hours at 150 psi, in accordance with C-600 for ductile iron pipe and M23 for I I CONST. 88 L.F. N 3/4" PVC I 1 I € I t I I PVCpipes. (L ------------------------------ ------- - - - - - - - - - - - - - - - - - 13. All changes in direction will be 45 degree bends when possible. •.•.- i (� .�.�..._..., "'EXISTING`�WA1:£•-..._. __.__._.,:_.�.._-•' �./ i I I 14. All services between the water meter and the water main shall be EndoPure Polyethylene 200 psi in accordance ' I I `--- _ with AWWAC901. ----------------------------- -_ -_ .__-___._._._-.__ _--�_, _s_°a z ,.'F3�••.--1_5._..-.-._..__..._..__..__ _-____ -�� -1 I� 15. Gravity sanitary sewer to be PVC S.D.R. 35. t 16. The proposed watermain to have a minimum of 36" cover. I 17. After construction the area shall be restored to equal or better condition. 18. Water samples to be taken at each end of proposed water main. 18" x 18" x 6" CONCRETE PAD W/ #4 BAR EACH SIDE PROVIDE BRASS RING & PLUG IN TRAFFIC AREAS. RISER AS REQ'D 45' BEND SIZE CLEANOUT 6" DIA. TYP. 8"x8"x6" WYE� �TO GRAVITY SEWER NOTE: 1. CONCRETE PAD IS TO BE RECESSED 6" BELOW FINISH GRADE FOR AREAS OUTSIDE OF PAVEMENT OR SIDEWALKS. c�Y co N W N o QU0cc 0Z N W Z 0 0` Z c ZFwO0O cv 0U0„t.- I cw0�Yd•O n QQ>-<Z= OO�`O t� W 0 U- O V) Z UJ ui U- F w p U w Oo 0 t\O N \ ^ n Q � C\D � ►ry W W Z Z O O (Oj V O U U U U U 0 0 O 0 O 0 0 O0 0 0 0 0 0 y. F- 1- _a j U U W U U L,•! a a Ix a a oCL OO O_ O_ O In 0 til N to W W W W W o: x M o: o: 0 m (j �o O ",ON 00 OON lie; U0-1 z nn Q oiZ. Q a ct W a :E O w .J "' o 'n W } m Co0° m 0 p w Z z Y O W _ CL t] d U Q ANITA iT CLEAIV� SIT O L'- N.T.S. ram' LEGEND: W � E-1 -�-® PROPOSED SEWER MAIN U W PROPOSED WATER MAIN � W ELEV. EXIST. GROUND IT-- � EXISTING CONTOURS -xx® 42" DECORATIVE BLACK STEEL FENCE 0 6' MASONRY SCREEN WALL W/ STUCCO FINISH & DECORATIVE CAP W w MASONRY WALL WITH BRICK o COLUMNS & BLACK STEEL FENCING o ---- BOUNDARY L- O 0 o-- R.P.Z. BACKFLOW ASSEMBLY }. DOUBLE WATER SERVICE I-- � CHECK VALVE YtT GATE VALVE BLOW-OFFWATER MAINS PROJECT NUMBER fl� T ASSEMBLY 04033 RECLAIM SERVICE D AE R p.rtl 12, 2005 GATE VALVE SCALE: BLOW -OFF RECLAIM MAINS SCALE: V=30' FORCE MAIN SHT. SAN. M.H. SANITARY SEWER SYSTEM SEVAMW SAN. MAIN ui z� m oQ ww V) ~ wm z= F- o zof o° om oZ z- c�i m w� �v a O m U Q U � � m W LL. W O F- z W O O J U O w t3 r- w w O 3�: N p N - w Q W 0 d Z X ¢ W w zF- . F- rn � LLJo ¢F_ o V� ¢z �w M M mD C.) wo 0 �w w= CL F- O W MO a wm z ,�- o LIJ z O w � F 00 U V) �z `w0 o� z ¢9 f2o w c� �O � o U O O w oa w w� AutoCAD filename: 04033.dwg 4'-3" 0.0. x ' -.3 x x sx Bar o x IJra x 5" 4 (4 Required) �9 Inlet tr T .LT T YjTiTAs • ' ' , riTi7.L1TiTiT�T7i�J J `A 1 2 GiTLT �iTi7 T Z m nn ww La da F- O Z 0 0- wN 15U ZZ U ww 3a 00 CL N U Q wmo_ V)U_ wo F- Z it oU) wZ J O oW w It In V)n w QW W CL aW w Z X W O Qz o� V N �w 7) m 5 U LL.O 0 0 w aW dH Ow Cr U_ a. w(n Z iZ- O w Q U ¢U_ Im zo w� Z0 00 U afZ wU) n o: Q Z Z� �Q U O w wX in =z Intermediate Bars Main Bars STEEL GRATE TWO REQUIRED PER INLET 5" Steel Grate Maln Bars 5" x g' Intermediate Bars I X � Retioullne Bars 14"x f Steel Grate Manufactured By Borden, Florida Steel, U.S. Foundry Irving, Reliance, Greullch (Or Equal). PLAN 6' 1'6' R=2' /R=3/4' Jq R=3e 1/4 SUBBASE 6' FDOT TYPE "F" CURB GENERAL NOTES I. This inlet is suitable for village swales, ditches, or other areas subject to heavy wheel loads, minimum debris, and bicycle traffic. This inlet may be placed in areas subject to occasional pedestrian traffic such as landscaped areas and pavement areas where pedestrians can walk around the inlet. 2. When alternate "G" grate is specified in plans, the grate is to be hot dipped galvanized after fabrication. J. Reinforcing - "4 bars of 12" ctrs. both ways. Cut or bend bars out of way of pipe to clear pipe 4. All exposed edges and corners shall be tooled to ;" radius. 5. Recommended maximum pipe sizes shown are for concrete pipe. 6. For supplementary details see Index No. 201. 7. Inlet to be paid for under the contract unit price for Inlets ( Gutter Type V ), EA. Inlet Elevation As Shown 9 Inlet On Plans Steel Grating, See Detail 1 N Eyebolt See Index No. 20/ 2/_11/1 �pfl -S� S,j 4f-^x V yEa OWN C c2" Clear v 2" Cl lzp a4' q N il co SECTION 88 Recomended Maximum Pipe Size: SECTION AA 2'-11" Wall - 24" Size 4'-0" Wall - 30" Size N.T.S. 4.`J8• 6' . I R=2' 6' 18' { 8' SUBBASE 61 � 'de FDOT TYPE—"D" CURB 1/4' tyP, 1/41 tYP• - re' a i••,•A•��. 9. 7E 61 6' 6' SUBBASE SUBBASE 1_ I- 1, M 1- 1' .T. 1� "� r" 2. MIAMI CURB ENVIRONMENTAL CURB NOTES, 1. ALL CURBS TO BE CONSTRUCTED OF 28 DAY, 2500 P.S.Y. CONCRETE 2. 1/2' PRE -MOLDED EXPANSI❑N J❑INT REQUIRED EVERY 500', C❑NSTRUCTI❑N J❑INT REQUIRED EVERY 10' MAXIMUM (4' MINIMUM). 3. 1/2' PRE -MOLDED EXPANSI❑N J❑INT REQUIRED AT EACH SIDE OF ALL STORM INLET STRUCTURES AND AT ALL RADIUS P❑INTS, 4. 6' SUBBASE TO BE COMPACTED AND TESTED TO 98% DENSITY WITH MINIMUM L.B.R. 40 BASED ON AASHT❑ T-180 M❑DIFIED PROCTOR TEST, 5, EXPANSI❑N J❑INT MATERIAL MUST COVER THE ENTIRE CROSS SECTI❑N OF CURB. CURD SECTION 0 10' MIN. 64' 15' MIN, w LANDSCAPE BUFFER a_ . BUILDING (nn z 5' 20' 12' 12' 20, N. LINE z J M MIN.1 /8" / FT. 1 /4" / FT. 1 /4" / FT. SIDEWALK TYPE—"D" CURB f 12' MIN. 12' MIN, tom— WEARING SURFACE MINIMUM 1 1/2" ASPHALT —PER ROAD SPECS BASE 8" THICK PER ROAD SPECS SUB —BASE** 12" THICK PER ROAD SPECS SIDEWALK 5' WIDE x 4" THICK, 3000 P.S.I. CURBS TYPE "D", FDOT INDEX 300 )Kw 6' STABILIZED TO MINIMUM F.B.V.(50), UNDER CURB AREAS AND UNDER LIMER❑CK BASE, g TYPICAL. PARKING SaECTION N.T.S. _CR 3 RAMP SEE DETAIL THIS SHEET 4' WHITE 2 450 �41 WHITE n, J 4 JAL-- STANDARD C❑NSTRUCTI❑N DETAIL HANDICAP ACCESSIBLE PARKING SPACES HANDICAP PARKING N.T.S. Romp Width (J' Min.) -- Pomp And Sidewalk o b" G.M.U. CELLS FILLED W/ 5,000 PSI CONCRETE 1�4T PERT. KEBABS STL CCO AND PAINT TO MATCH BUILDING, OUTSIDE ONLY (OPTIONAL SPLIT FACED BLOCK) c i d TRUSS TYPE MASONRY ANCHORS 0 16" O.G. 6" THICK REINFORCED CONCRETE kTE POSTS TO BE BUNTED AT EXTERIOR GAUGE 5" DIA. )RE DRILLED. SOLID METAL PANELS SGREENIN& PER LOC. SGREENIN& MUST COMPLY WITH THE COVENANTS AND RESTRICTIONS FOR THIS PROPERTY. &ATE MAY HAVE MMLS IF NECESSARY TO A5515T IN OPENING. #5-5AR PIA. LAP= 2'-0' (2) #5 CONT< N.T.S. WIDTH PER PLAN SLOPE MAX. 1 /4"/FT. CV /— V-_7 P' Landing I 4' THICK REINFORCED CONC. SLAB (3000 PSI) W/ 6X6 10/10 WWM OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TREATED EARTH FILL Oi)XTOD'L'rrV CyTnL7TAT A T TrC-' N.T.S. NOT TO SCALE CONTRACTION JOINTS TO BE PLACED AT DISTANCES EQUAL TO THE WIDTH OF THE SIDEWALK. FLARED CAP BLOCK ALONG TOP OF WALL COPING AS REOV. #5 CONT. — PAINT TO MATCH BUILDIN6, INSIDE ONLY �5 REBAR 046" O.C. b"xb" BOLLARD v- #5 0 4b" O.G. W/ STD. q00 HOOK 6" THICK 2'-01' 6 X b - 10/10 W.W.F. SLOPE 1/b" PER FT. CONCRETE ASPHALT TOWARDS PARKIN& LOT 5�00 P5.1. PARKIN& .te to dal }, •„ $. JAI^/1 xJf f' -f Fi -' / �.r�`'fr +�/ i.' `•Y I/r.'/• Jtr�s�.fl" ! . 0',.1\,1.,, b THICK •lt'��s \•;; ,.�f: �,c� , 5 .,"'i 1,r;� � � CONCRETE •�\ � y'��f,` Sp00 P.S.I. 04 0 24" O.G. 1211 1211 1211 N.T.Se M co N LO CD N Q' o OZU0M-6Z o w N af 0 0 0 000E^N J0:�i 'Zo ¢�¢z= 0 L'UJ 1Q W Z o o W U N O ^ cQ o � •Q W W W W W 0 V 0 o 0 0) U c0) U c o O o o O (n 0 0 U. 0 0 0 Z 0 t: t= t= ti t: � U U U U U j Wcc W W W W Ci a. a a. a O 0 O O O vI M to (n M 0 +]+ ° OOON � I^ r0 coo M 6 -� LO CL' � 0 Q¢ U - - zLn Q a Q o'0 a� a!� w 4h cl�LU TM O _ M Q `° w o 'y' � � H W In m m m L1J Z Z 3 c�i M 0 it v a O H N Z U Liu a�-o tA W 1"- Lis Li! Ld O O h��l � U PROJECT NUMBER 04033 DATE: April 1, 2005 SCALE: SCALE: 1"= 30' z g �m m 0a w mLij m � O o° wm I-- (3 U � wF z U U) U LLL. Ow.. M V)w w0 H I- z 0:w En O o O w W Lo w Qw m X Q W W z I -- 1- LLI0 ¢�3:_ o� to In �w m:D U LL- 0 0 w nI- 0 w 0" 0 a wU) z 11-- O Ld a" o z� w z O 0 U N �z w0 za Q� �z �. O w U 00 oW w 0: 2 Q AutoCAD filename: 04033.dwg PRECAST ;tTEE m M HOLEWA ;R: • : - :. •- v METALLIC LOCATING INFLU SEWER 01 N SEE NOTE 3) I TFINISHED GRADE xs: COON ENCASEMENT WIRE - cm z o¢ 1 DROP PIPE c w NJ � F (SEE NOTE 1) `- W 0 a INLET CONNECOON : = �`. Q 0 - .-_ N AS REQUIRED 0 LL " = r: _ _ �' I---- 20 BEND cn Lu O � � w O 1 MAX. STANDARD DROP DETAIL PRECAST � z ° � PVC WATER MAIN S (� EN�p 0 W OR FORCE MAIN IN NON -SHRINK GROUT 0 IL U VA \ \ FLUSH WITH MANHOLE WAU.. PVC OR DIP (SEE NOTE 2) to to Ln (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN m O 1" MAX. I -- METALLIC LOCATING WIRE PRECAST j' ' ''r '=�� n CN Q NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY 1 LINES. NOTES: HOLE =� \ � 0 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE �- _ SPECIAL DETAIL FOR 24" DIAMETER flo M i. UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. INDICATED. PIPE AND LARGER 17-610. OTHER TYPES OF RECLAIMED WATER, ARE CONSIDERED RAW STAINLESS STEEL PVC OR SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. DETAIL REMOVED 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO DETAIL REMOVED BAND DIP 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OR GREATER THAN SHOWN IN THE TABLE. z z z z z OF PiPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING /\�� /. ��/� /�/� '� STAINLESS STEEL W W w w w \\ \ PIPE CLAMP m m GREATER CLEARANCE SHALL BE USED. WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. �'�/�'�/''/�y'` '�� '�/'��/'�'�� RESILIENT m m m m C/C -DENOTES CENTER OF PIPE TO CENTER OF PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS CONNECTOR 0 0 0 0 � 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE STANDARD PRECAST MANHOLE W W W W w RESTRAINED UNLESS OTHERWISE INDICATED. PIPE CONNECTION W w w w w 4. ACCEPTABLE VARIANCES: 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN NOTES: U 0 V u 0 A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST 1. DROP PIPE AND FITTINGS SHALL 8E OF EQUAL SIZE AND MATERIAL AS O O O O O THE INFLUENT SEWER. IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED NOTES: 2. THE CiTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS O O O O O Z LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: 3. AN OUTSIDE DROP CONNECTION SHALL tTi REGAINED. (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES DEPARTMENT B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT WORKING PRESSURE: _ _ _ P.S.I * 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LINES WHICH HAVE AN INVERT 2' OR 0 0 v (. U W CROSSINGS, USE ONE FULL LENGTH OF. DUCTILE IRON OR EN- MORE ABOVE THE MANHOLE INVERT CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SOIL DESIGNATION: _ _ * LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX x � a MANHOLE CONNECTION DETAILS W w w w w SUPPORT MAY BE REQUIRED. LAYING CONDITIONS: __ _ * 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A Q. IL Q. D. D_ 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. z z z z z ANY PART OF A SANITARY OR STORM WATER MANHOLE OR 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE vw , , FIG �, O 0 O O O STRUCTURE. V1 fn VT f%I VT PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR TOP OF THE PIPE. OF 1.5. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING PVC PIPE COLORS Ld uj W W w WIRE AT DIRECTION OF CITY. UTILITY MAIN SEPARATION REQUIREMENTS * TO BE COMPLETED BY THE ENGINEER. GRAVITY SEWER: SOLID LIGHT GREEN J FORCE MAIN: SOLID LIGHT GREEN p CITY OF OCOEE UTILITIES DEPARTMENT TYPICAL PIPE m CITY OF OCOEE UTILITIES DEPARTMENT HE �•- � 4" TO S' PIPE - G" TAPE IS CENTERED ALONG TOP HALF OF PIPE. ?- 'L�SEWERLINE" InPVC PIPE RESTRAINED PIPE TABLE. LOCATING WIRE SEWER LINE l/ zp DETAIL 00 DATEI 1]WGi FIGS °O Q 000 ON AUG. 1990 PIPETAB 104 DATE, 3�17�99 DWG INSTALL FIGS i08 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. u(`'I n o N LE CONNECIVION VARIES VARIES an Hum 3m uwm 3Nnmmu DETAILS RAISED 1-1/2 LETTERS TROWEL -FINISHED " LOT LINE z ' ' ' O CONCRETE BASE CONCRETE BENCHING FLUSH WITH TOP OF COVER fi BRAINCH SEWER MAIN J SEWER uc ' so= URE SEW UK � � "- � t� SIZE VARIES CLEAN -OUT ce x W 20 AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE TzT p4 L4i ~ " ° �P' WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. oA p N z BENDS WYE WITH SEE NOTE 1 " w s 0 0 6 BRANCH oQ 1p F " ° WYE WITH =I an aan muss sn rotas F. Z u`ni CLEAN -OUT REMOVABLE 6 45 6 BRANCH ` ° SEE NOTE 1 PLUG BEND` `°� SEWm U"E %' Q Q �r SWEA IDiE 'SEWER LINE SEWfli 18E L,.I SANITARY LOT Q T. MANHOLE FRAME & COVER (SEE STANDARD DETAIL) � DOUBLE LINE PAPER BACKED ADHESIVE VINYL T12E (TYPICAL) � a Lu SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR WYE PAVED AREAS & AT FAO R p P �l u�a MAX. sR u� 1 " seats u 6" z ELEVATiIONS SHOWN IN 2 - NON PENETRATING PLAN FOR SEWER LINES -TAPE SHALL BE GREEN WITH BLACK LETTERING. W O UNPAVED AREAS. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. �/� I 3:PICK HOLES TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. w 2 COURSES OF BRICK (MIN.) 1'-6" MIN. 4 CODE' MAX' FINISHED GRADE %D _j 3 -0 MAX. g" 2'-0" > INSDE WAu OUI9DE WALL. TERMIN LO ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES o (- PRE-PqLIED PLAN � WITH IDENTIFICATION TAPE T a SURFADES ': DEPTH AT NTS EPDXY CO T connNGs " w 1.0% MIN. PER SPECIFICATONS 4!-0'5 MIN. a (TYP.) PIPE IDENTIFICATIOgaff c PROIECt1VE BENCHING PER SPECIFICATIONS ' . p d w WRAPP MACHINED (SEWER--- FORCE MAIN AND GRAVITY) a TING ROTATE -- _ SURFACES TERMINAL DEPTH 30° {TYP.) "-SPRING LINE DETAIL REMOVED DETAIL REMOVED REINFORCEMENT AND JOINT r..cs .:; ..= ,; MIN. OOMPLEiFD AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN PVC PIPE COLOR DETAIL TD BE DESIGNED BY THE ENGINEER AND PROVEp BY THE 9 � � MIN. '54L�t�-alT �` { "HOUSE" SERVICE PANTONE PURPLE 522C T4 3' MIN. TYP. TYPICAL PIPE CITY 9' �19�.--.Is� 6» 1-1 /4" SINGLE DOUBLE (- 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. �. BEDDING RACK 2' MIN. LATERAL LATERAL , f , RECLAIMED WATER MAIN RECLAIMED WATER MAIN i f CAST -IN -PLACE PRECAST MONOLITHIC C Nc MBAs BASE PROFILE W W ELEVATi O N NOTES: 10" TO iB' PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES OF NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER THE TOP HALF of PIPE. 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24 ww am �m � �. .w am �= SEE SECTION 20.4.3 of THE IN ACCORDANCE WITH STANDARD PLUMBING CODE. MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, � ' co2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS , � � � � 24 OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE 25' MAXIMUM. / ' � a , , /'/ m i eawm meu ww amn wm ��o um w , }- Q CONNECTION DETAILS. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN w m w > 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. BELOW SPRING LINE. z Z Nd CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT WIT20' AND LARGER PIPEH A THIRD STRIP CEN TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE a WITNTERED ALONG TOP HALF OF PIPE. Ca 0 V Q ww 10 w ®av® ww nos mow= Aw www awry �i / PRECAST CONCRETE MANHOLE OPTIONAL MANHOLE SERVICE LATERAL DETAIL P FRAME AND COVER '� PLAN AND AS�� LA (LISP 420 TYP.) �D_ATEb_,/D1/92 DWG' FIGS 2DDA DATES JAN 1990 DWGi MHFRAME FIGS 202 DATES �� 19� DWGT FIGS PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) (�i?l � P"bl 12" SET TOP OF VALVE BOX�T6 INCHES F�1 TO FINISHED GRADE W IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RU .,_ CONCRETE COLLAR FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. > IN UNPAVED SREAS 10-4FINISHED GRADE (SEE DETAILS RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE E-+ Z NTS PIPE IDENTIFICATION W (RECLAIMED WATER) uj ADJUSTABLE CAST IRON E 4 SEE NOTE 2 VALVE BOX GATE VALVE GATE VALVE BACKFLOW PREVENTER T� BOX SHALL REST ON UNION P PLANS ACCORDANCE ED BY ITH � BEDDING ROCK NOT RESILIENT SEAT NIPPLE (TYP.) Suj THREADED 2 REQUIRED) THE CITY W M. J, GATE VALVE ON VALVE OR PIPE EE NOTE 2 GATE VALVE in a AND SHALL BE 0' BEND TEST COCK (TYP.) GATE VALVE WATER I CENTERED ON .. (2 REQUIRED) THREADED MAIN OPERATING NUT (2 REQUIRED) i- . " ° NIPPLE (TYP.) UNION SUPPORT .b a."•o;" z AND LARG�3� (2RURR BEND OQ,�O°,�00,0 in � (2 REQUIRED) ap°p.o"G.b°° °O•"^ "^°.o•a;p "°;"'°•""O;"°"• FINAL GRADE r, .,•o.° °.°a°.b ".b°"."° ." o.b°"." °."• DETAIL REMOVEDFI c _ °O. b°O.b•°.b°O.b°O. p"O. °O.p�O.pbO. p°O. '+'�-•"' ° •" "° "° I II - 01 _ "'PER LL d DETAIL REMOVED IIII I II DETAIL REMOVED wo 6" BEDDING ROCK ° ° FROM 18 WIDE BY 6 THICK 18° WIDE BY 4' THICK � � U PAD UNDER ENTiRR�E MAIN PAD UNDER ENTIRE SERVICE � o MAIN 12 EON CENTER'�ACHH WAY SERVICE ASSEMBLY WITH �4 BAR 12° ON CENTER CH WAY F-y 0 NOTES: U NOTES: 1. ALL PIPE THREADEDHEDULEG40 GALL AN SMALLER BE NOTES: L NOT BE USED ON VALVE BOX INSTALLATION. TEEL 1. ALL PIPE AND FITTINGS 2° AND SMALLER SHAH BE 1. PVC EXTENSIONS SHAH UNIONS WILL BE REQUIRED FOR 2' DIAMETER THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. PROJECT NUMBER 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO AND SMALLER ASSEMBLIES ONLY. 2. THE CITY REQUIRES THE REDUCED PRESSURE BACKFLOW PREVENTER 04033 COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. THE CITY REQUIRES THE DOUBLE DETECTOR CHECK VALVE TO BE PAINTED SLUE dt SCREENED WITH A HEDGE. (SWEEP VIBURNUM) i TO BE PAINTED BLUE & SCREENED WITH A HEDGE. (SWEET VIBURNUM) DATE: April 12, 2005 CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT - SCALE: CITY OF OCOEE UTILITIES DEPARTMENT N.T.S. I DOUBLE DETECTOR CHECK REDUCED PRESSURE GATE VALVE AND BOX DETAIL VALVE ASSEMBLY r BACKFLOW PREVENTER DATEi AUG. 1990 DWGi GVBOx FIG, 400 DATE. 3 17 99 DWC" DDCVA" 503 DATES AUG. 1990 DWG' BPSS FIGS 501 I I HORIZONTAL do VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE POTABLE WATER REOtAIYED WATER* SANITARY g (ORAVRV & F.y,) SICRY SEWER ACCEPTABLE NOTE& NO iWATER - HORIL e' e CLe- VERT. Hm 1w VERT. le• HoRm 1O• VERT.VARUINCES le•WATERRECLAIMED• 4HOREWL-VERT. • W c c te• _ _ iB• GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SiZE 6" B" 10" 12" 16" 20" 24" 30" 36" 900 BEND 28 36 44 51 65 90 45° BEND 1 12 15 19 21 21 30 22-1/2° BEND 6" i 8 10 10 18 11-1/9 BEND 3 4 5 5 5 9 PLUG OR BRANCH OF TEE 28 36 44 51 65 90 AutoCAO filename: 04033.dwg TRACT-C (R/W DEDICATI T-B: (RETENTION P SECTION 1. Plastic Traffic Stripes and Markings 1.1 The work under this section consists of placing traffic stripes and markings in substantial compliance with the ORANGE Counter Pavement Marking Details, (See Figure). The Manual on Uniform Traffic Control Devices, and according to details shown in the pans using a thermoplastic compound Prefomed shall not be or preformed materials meeting the requirements specified herein. materials used for longitudinal stripes unless approved by the Engineer in writing. The color shall be yellow Preformed shall be stored in a cool, dry place and be used or white according to MUTCD. matenals within one year of manufacture. 1.2 Materials: Thermoplastic Compound; This material shall meet the requirements of AASHTO M 249-79 (1986) with this addition: Aklyd resin type shall be used. Alkyd binder shall consist of a mixture of synthetic resins, at least one of which is solid at room temperature, and high boiling point plasticisers. At least one-third of the binder be the maleic-modified glycerol ester of wood resin and shall be no composition shall solid less than eight percent by weight of the entire material formulation. The binder shall not contain petroleum based hydrocarbon resins, tall oil resins, blends of tall oil and wood resin or similar derivatives. All glass spheres shall conform to Section 971-14 of the Florida Department Standard Specifications for Road and Bridge Construction. of Transportation 1.3 Preformed materials: Retroreflective pliant polymer marking plastic shall be 90 mils (without adhesive), except that when inlaid into new bituminous surfaces, 60 mils (without adhesive) may be provided. it will provide a cushioned resilient substrate that reduces bead crushing and loss. It shall be weather resistant and through normal traffic wear, fading lifting or shrinkage throughout the life of the marking, and show shall show no appreciable , no significant tearing, rollback or other signs of poor adhesion. Markings which show more than five percent poor adhesion (sep rating from the povement of its own accord or by manually pulling in their from the pavement w'ithoyt ttools witfiin the first 45 days under traffic shall be replaced entirety at the Contractors expense. Preformed material shall be capable of conforming to pavement contours, breaks, faults, etc., through the action of traffic at normal pavement temperatures. The film shalt have resealing that it is capable of fusing with itself and previously applied marking film of the characteristics such some composition under normal conditions of use. Preformed material shall have a minimum tensile strength of 40 pounds per square inch of cross section when tested according to ASTM D-638. A test specimen six inches by one inch by 0.06 inch be tested temperature range of 70 to 80 degrees F. using a jaw speed of minimum thickness shall at a 0.25 inch. This some specimen size shall support a dead weight of four pounds for not less than five minutes at the some temperature range. It shall have a minimum elongation of 50% when tested according to ASTM D-638. The surface of preformed material shall provide a minimum skid resistance value of 35 BPN when tested according to ASTM E 303-667. Glass beads shall be colorless and have a minimum index of refraction of 1.50 when tested the oil method. adhesion be such are removed dwi msd mbnail. No molretthands surface whenon 10% of the beot ads shall from the filscratched firmly h thu thul be entrapped to less than 40% of their diameter. 1.4 Application: Thermoplastic materials shall be applied according to Section 711-3 and 711-4 Standard Specifications for Road and Bridge Construction. of the Florida Department of Transportation Preformed materials shall be placed on asphaltic and/or portiond cement concrete pavement surface which is clean and free of moisture, soil or other deleterious substances. Compressed air and brooming, if required, shall be utilized to clean the pavement surface. Preformed materials should be placed in new bituminous pavement before final rolling is completed. Protection of newly applied stripes and of traffic shall be according to Section 710-7 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. SECTION 2. Pavement Marker Units 2.1 This work shall consist of furnishing and placing pavement markers in substantial compliance the specifications and the details shown on the pions or the Orange County Pavement Markings with Detail. (See Figure), and the locations designated in the plans. Type 2: Two way red/clear reflective marker Type 3: Two way red/yellow reflective marker Type 4: One way yellow reflective marker Type 5: One way clear reflective marker Type 6: Circular yellow nonreflective marker Type 7: Circular white nonreflective marker Size N: Normal 5" max. width or 4" diameter, 0.75' height Size L- Large: 6" width or diameter, 1" height or 1.75" crown (circular) U 2.2 Materials: Materials shall be according to Section 70-2 of the Florida Department of CD z g Transportation Standard Specifications for Road and Bridge Construction, with the following additions: >_ m Nonreflective pavement markers shall, and the shell of reflective pavement markers may, consist of a heat -fired vitreous ceramic base and cheat -fired opaque glazed surface to produce the be thoroughly and evenly matured and shall be free w o properties of these provisions. The markers shall from defects which affect appearance or serviceability. The bottoms of the ceramic markers shall be have number of integrally formed protrusions approximately 0.050 w m free from gloss or glaze and shall a inch in height pro ecting from the surface in a uniform pattern of parallel rows. Each protrusion shall face shall be between 4 have a face para�et to the bottom of the marker. The area of each parallel 0 0,010 and 0.065 square inch, The protrusions shall be circular. w Tests performed on ceramic markers shall be verified by a certificate of compliance ~o cj from the manufacturer and shall conform to the following requirements: Zz ------- - - -- --r=====------------=--------------------- v w REQUIREMENT i.Li Q v Adhesive bond strength to bottom surface 700 psi minimum Q• o Cn of the marker Glaze thickness 0.007 inch minimum Hardness (Moh) 6 minimum m Directional reflectance - white glaze 75 minimum d (n u- Yellow index - white glaze 0.07 maximum Color - yellow: dominant wave length 579 to 585 mu. = O purity 76% to 96% 1.- Z W total luminous reflectance Y value 0.41 minimum oW 0 Autoclave resistance: glaze shall not spoil, craze or peel } c� J Strength 1.500 lbs. minimum w 2.navement markers, and replacement 3 Installation and Replacement: placement: Placement of p shall be according to Section 706-3 and 706-4 of the Florida Department O U of failed pavement markers, of Transportation Standard Specifications for Road and Bridge Construction. in U) p w a w SECTION 3. Roadway Sign Assemblies 3.1 This work consists of furnishing and erecting aluminum or fiberglass reinforced zx W plastic reflectorized roadwa signs with supporting posts. Fberglpss reinforced -plastic sign material be approved by the ngineer, and shall be used only for sign panels of 3 square feet or less. tj = shall Sign assemblies shall be installed at locations indicated on the plans and in substantial Traffic Control Devices. They shall be assembled as described Z i- compliance with the Manual on Uniform r- w 0 on the plans or as follows: Street name assembly - 9" height single faced aluminum sign with length sufficient to accommodate 5" U.C./ 3.75" L.C. series C lettering and white border per Standard Alphabets for Highway Signs o(minimum 24"), spaces expanded not more than 25% nor condensed more than 10%, to be mounted in pairs, "Yield" below rn rn back to back. 30" R1-1" Stop" or 36" R1-2 mounted immediately street names but 7' minimum above ground to bottom of sign (5' rural areas). 36"02" W14-1 "Dead End" or "No Outlet" w sign where indicated on the plans, mounted with a 14.5" minimum cast aluminum cantilever bracket Post be 2"x2" square 14 gauge hot dipped galvanized steel with a cast m 0 fabricated for this purpose. shall pyramid cap, of sufficient length to embed 36 below grade. See Street Name Sign Assembly figure. 00 Regulatory and warning signs up to 7.5 square feet shall be mounted 7' minimum above grade in pedestrian 5' minimum in rural areas, per FDOT index 17302, The Florida Department of Transportation Standard W areas, Specifications for Road and Bridge Construction. U.1 0 ~ o 3.2 Materials: Aluminum sign panels shall meet the requirements of the Aluminum Association Alloy 6061-T6 (ASTM B209, B221, or 8308Panels are to be degreased, etched, neutralized and treated W with Alodine 1200, Bonderite 721, Iddite 14-2. Sign panel thickness shall be: zo 9" street name signs 0.065" all other signs up to 7.5 square feet 0.080" W ¢ Q v signs 7.5 or more square feet 0.100" o Sign posts shall be 2"x2" square 14 gauge hot dipped galvanized steel posts, except that for signs other than street name assemblies or other intersection signs 3 lb./ft. galvanized steel flanged channel posts be to ASTM A (23 or A 153. H be used. Hot dip galvanizing shall according z 0 o thbe Bolt, nut and washer materials shalt conform to e requirements of ASTM A 325 and shall 0 cn zinc plated (Class 50 of ASTM B 695). 0.50" norm. bolts shall be used for fastening street name panels o_ ZO i1iEncapsulated to posts or each other; 0.625" nom. bolts shall be used for fastening all other signs to posts. lens sheeting shall conform to the requirements of FSS L-S-300C and according to Section 994 of the Florida Department of Transportation Standard Specifications for Road and Bridge o Construction. Signs shall have Type III sheeting, except that regulatory (white background) signs placed Zd for roadways with speeds of 40 mph or less may have a Type II minimum sheeting. z z o 3.3 Erection: Posts, shall be placed at locations shown on the plans. Underground utilities should be located prior to placing. Posts may be driven or placed in post holes. Pos o' Ies shall be filled with clean dirt mixed with 20 pounds of portland cement, and uniformly compacted, tamped in 4" layers. C0.i o Signs or sign assemblies of 5 feet width or greater OR 7.5 square feet or more shall be assembled 0 w and erected as indicated on the plans. W W_ Aluminum bolts, nuts and hardware shall be used to fasten aluminum panels to aluminum. be Hot dip shall be according to ASTM For all other parts galvanized steel will allowed. galvanizing 153. M ¢ A 123 or A OLD M co L N / W�� T o N o �R � ZUO�f�oZ CV Z QhZ �Al Rp 8,8�g 90+0Q(Q0wS�nhI oz'�o 0�LLWoZ co to LU ° o< o W �m Q C D � 4 II r �Z:. `_ O Z24» STOP BAR W \ ^ a I __R-ELOCAP.P. ' U v U U cos - ` 6 WIDE CROSS WALK ti if O O O O O ILt x I �i' ` „I f• -rt r / '` ! yam`,':; `" Vl \ •_ / Z• ` f ! f ..._.r •ti�% f..'".•'ti..7.w.. "^w.�~~'......�, .... � •�_ �� \ :L �,L. is. Li :L Z fi •''�l /t `f r �(J ' : •' ° :R1-1 (STOP SIGN) �'' --,.., -� O o o 0 o 0 R3-2 (NO LEFT TURN) �' 9 ^p r,..,. , 30 HIGH INTENSITY REFLECTIVE:- ar 0 H ! rf " .(/) rJf ( }� _�' q t� �' ` \ W W W W W �I o. a a. o_ a -;,,, i w / { f'!� •� i 1f�{f / S ^_,.,,..�. _.t. ,.�,;,�"•'..�. ^.`.•.,.,,..�"'�^.:».. M_..,,,_...�...�\, `� �. T Z Z Z Z Z r� �'; Cry �• ....f.-..._ t 1' { jf r L`. f rt / 1't �4,\ `'1`•....,�. ^ ,L C __ f li ^"..\. -..,... i;,,-••� \y l� `�. \ 1� If (`if / fJJ i�Y-� �• `` ti e� "i ��` ;a �. O O O O O ,-7- % ` > - -• j ? �';"^i�# `�\ ��' S ...a�..-I-•..-t�l t�'�\� 3 I � iJ •"� �1r �/E;� � ,` •.,.... .�l7i •-. `\.. Y t {#!! `�' „� u-3 ' t ! q�. 9, f y1 �`� �� x I I I �r r . t / j t.":.' f fl t / � •�.. -'_� `.,^�'•'"' ..,'�....�� I ( � ` jt��j •� m N.42- ., i `� •�` � ,E h i I "�n/ �.J�'� � f ({ •,•.• 1 #!,''f / yI E ! � � t t �l � 1 _ i `` +,. J !.' . E ttt C9 F I f E .I, I a1 co (!'AC in N J d V' ( i { I + ��// p J t r`. o� o S a `• I i^ M pOp = (� N M (y1 ..., �� S �•'. fl M O '.". m x �, � I Q # in £_ # r= bM �y N� I t h i i'I Z m O v M aU. y (i T Z �•�-� j � '; II �o�� tn�m� ( � ^ DM Go irNO.- I l l i j FS t RIO 06 I 1I� i ; I N89J 2'03"W i 9*22 03"E z .05'j i € + t t �.Mna► s I I I m x'd• `q N >- r Jp Nola. I t M N"'1' a. 21 1= s 1 I 1•4 f-i r 14 01r C14 Co 3 - 4 11Y, 'F 6 E i i b � r = is € i I•�=-' -in "� � ` 0-6 i-' �::,j•,�`777 06 111 111 11Fj## i I o M !4._ o I N89.22'03"W S89.22'03"E Lq ® ? i 1i i M��yki #i 81.68' I;! 83.00' irx4t� jt3 I 04to f 4 ^. -� • ,,�'`�.•'•: to ! r = N ; I $n I f i .. ......... . .........:BLDG. 400 .:............. _ 111 III ... " ... , :_ ...•...................... 111 111 ...•... '....-:- �....'" ...."... _ � J f lisi i ' { 1-STORY BUILDING I 4,140 SF I " " FF 143.50 N . 22 03 W N89 22 03 W 1 09.00, 81.68' # L- - - -- -- - - - - - - - - - - - - -- ---------- -----�--------I 41 139,5 `;,,•� _._._' .._ �€��,�;_._..-........._...___._.__.._._._.M.,-� Yam, - _ . .- __ __.____..__.__...____ - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - 4 's i a ! I � it ills t = it dw LU%0 in I In LU w � I _ :E 0 %0.J � BLOCK A W VANGUARD HEIGHTS SUBDIVISIO 1 4 NOTES: 1. FOR MORE INFORMATION ON EXISTING AND PROPOSED CONSTRUCTION OF OLD WINTER GARDEN RD, SEE APPROVED CONSTRUCTION PLANS ON FILE WITH THE CITY OF OCOEE. STOP R.i,-m I 30 "' 30" T MAJOR - ROAD _ 4"DOUBLE YF.LLow 4" WHITE --= 24" WHITE STOP BAR 50'MtAX. •4°MfIN� R1-1 t I STOP SIGN a 12'MIN. 12'MIN R2-1 36' MIN. U 12'MIN. 38'R Row LINE �3' MIN.(FACE OF CURB) 6'-12'(No CURB) 4" MITE m CDm id a m w Z z Y O � U m (Al Lai `a 0 o a 0 O Z � Z J ;:) ;I Z W Z V _Z Z V I� j L L1 W O P4 O C.� PROJECT NUMBER 04033 DATE: April 12, 2005 AufoCAD filename: 04033.dwg QZ LC M m Ld L� p La m F- O z� o °- W OU z z U in W W 0 U (L 0 U Q aul U) Li w O FZ-• z W oU) wz J U QF W fM 1� p - W a 2 x Q W w Z F=- w- O Q � 0 U) N Q Z W m U LL 0 0 ck:w O W Li.. d O W(/) =z F-LIJ O F= ¢a f2g Z� w z z O O UO �z Lil O F=- 0 0= a vi �2z 0 w0 �0 02 U 0 w wM w >_ sz ~ 1.0 12 16 1.9 1.8 10 J� 1.3 ],7 L ~ 2.2 3,0 �3.4" `°31 9 14 2b °4.8 39F %3 %.4 %5 1 1.4 A `- 3.9 3.4 3.7 46 5 %A ry - 1 1s \1 _ 7 t \' ' 14 --�-� �Q9 } 3.9 3.9 '3,3 25 0.8 i .'1.11` ...._ _. 1 C�11 !.9 !!1 1.4- .-40-.- - 2 16 1.8 A 6 D w 4.3 2.7 M i= $--.__ Vp Z 4.7 3.y 2s 19 13 0 1.7 1.6 %1 r4 +`]2.9 __. 2.8 2.3 1.7 1.4 1.1 _ + 1.7 .7 %6 P9� BE •MING -w ° 1.5 1.7 1.8 1.7 1.6 1.6 1.8 Le a H F + i __ OwxW 7 N . + 0.9 la 15 2,0 '2,5 2.6 1 16 'F',4 3. + f 6odN U_Cn 0.7 10 152,2 3.4 4,3 1.2 }jS 17 0 f 15 2.2 3.6 %.5 10 1.0 11 I %.4 A 14 1.1 1.4 0.9 b e 18 {t€ j OJ 10 13 18 2,4 2J 2.6 2.2 2. 1! 2 p.6 1.1 0.8 Os S 1Z.. 13 14 1.4 1.5 17 P.1 3.6 3. °2.9 2.0 13 0.9 0.8 .9 L:7 1.5 1.9 a 5. 3.7 2.3 1.6 1.0 b. 1 Q 1 Z MN`�'3.1 2.9` 1.9 1,3 3 4.3 2.7 1,8 01 ^oa BERMING 6 (4m �V4.7 oV 32 IM 14 ki ^� � 39 $,e 1.8 I V �7 �5.4 3.4 20 14 0,8 1 + 25 1.9 1. Ln = 0 °2,0 14 0,8 _M_ 1.6 1.3 11 %.4 2.9 19 1.3 _ 8 + 1.5 13 11 _ 2.0 1.88 15 12-&e--•�i - 0 22 1.9 1 13- 1.4 1.4 1.3 11 $e `�i- 13.5 2.4 1 1 1.9 is 15 11 'as 0.7 _ 4.2 2.6 1, + / qI _.,..._'.3.3.. 'J.R 1.9 1:3 4,3 2.6 18 i ny 2,0 1.4 4.8 %a °2.6 1.8 BERMING 3.3 3:2 10 1.4 2.3 $.0 'ES 2,2 1.6 1.2 zzi 10 4,6 31 21 1.5 1.4 1.7 1.8 1.7 1.6 1.4 13 11 R H 2,0 1,6 1.7 15 1,4 1.3 1.3 13 14 15 1.3 4� I } fo 7 1.7 1.9 2.2 '2J 2.8 '2.2 18 14 1.2 12 14 1.8 21 '2.1 le 1.3 1.4 1. 3.3 43 %.9 2.e 2.0 1.6 1.3 14 IJ $,2 %.0 35 U) �F- �p H,`t. �14 14 14 17 3.4 3.6 2.4 1.9 1.5 1.6 2,0 '2.6 $5 2.1 H� L' �2.5 2,2 1.7 15 41 2.9 A 1.6 1.7 2,2 3.2 %9 6 3.9 25 19 1.4 - .5 2.4 1.8 15 17 2.3 3.4 4J .3A F 4.9 3.0 19 113 12 1.2 13 1.6 I 2 i f f Y. 4.9 y. '3A 19 1.3 i = 0 1.8 la 8 a7 10.7 10 0.7 it is 0.7 10 113 bJ is We 0.9 0a b.e IA 14 2.9 f '2.6 9 13 0,9! 0, b7 7 0.8 0.8 (( b. 1.2 19 ''e .4 4.7 1 3.e 2.3 { 2.51 3.01 18 0(7 l,o 11 11 1. 0.8 0.71 1 14 2A O a.7 41 .4 15 10 ,8 b.8 10 1.3 1.6 1s 16 16 13 b,9 0.7 17 b.9 1, 2.0 3.4 35 A MH 3�2 %'a E .3 1.5 1,0 1B 18 11 1.9 2.4 '2.5 25 12.4 1.8 1A %.7 b.7 1.9 1.3 $.0 H=30 I f � 3,5 3.1 21 t 1.4 < 0.9 1 °t8 �.2 6.4 4.2 4.2 3.4 21 i 11I 0.1, Is ba 1.7 1,6 i 14 j 10 i 08 0,7 .2 f2,5 .7 5.6 41 2,2 1.1; 0. I A MH=30 ° b6 17 0.B 0.7 1.0 1.4 1.3 1.9 1.4 18 1.0 11 It 1.3 12 2.4 ^_3.4 45 1.7 18 2.0 2,3 21 2.8 4T7_• 3.5 E4 1.8 1.3 1.0 37 2,3 1.6 $.2 1.5 10 %.7 31 21 1.4 2.0 2.2 2.0 1.7 1.3 1.2 1.3 13 1.3 12 11 _ 0.9 I 1.3 1.5 _ 16- 16 A 15 21 �2.e p11 7 18 10 1.6 2,3 3.6 14.8 7 08 11 16 2s 3.9 5.7 18 10 16 2.3 %A %.3 _i18 1A 1.3 1.7 _ 2.00 %A M._18 _1A 1.2 1.4..__A5.,..,.....14 1.3 1AU.1 US 10 15 .L 16 2.4 3.8 % A 1.6 2.4 12 17 2. 1 \3� S :2 16 2,2 31 3. s .5 1 1.4 1. 1.2 1.2 1.1 1.2 12 1.3 _ 1 .2 1.4 1.8 2,1 2. 11 1,6 2.4.. %.4 =30 11 1.6 2,5.-..-Al-_-.-..1 10 16 25-•--Ae------ 0.9 15 2 4 3 6 %.a 12 1 L!3 Z a J =o MOD >-� ��A oOxOM 3UpjV, stpd' w07 L� =30 HU30 Lo z J �o P9� }Lj oWxym Ln Ni 07 �o� LL L+.. 0 Z Q J )Q �o hAQ o x�� mcufu~ L'� �a� LL BLDG. 400 1-STORY BUILDING 90' x 4,140 SF FF 143.50 Luminalre Schedule Project, All Projects Symbol CMANUFAC7 Qty Label Description Lumens LLF Cutoff Class LITH❑NIA LIGHTING 21 I -A LITH❑NIA KARR 400M R4 2 30' AFG 34000 0,720 Full Cutoff Numeric Summary Projects All Projects Label Units Avg Max Min Avg/Min Max/Min PARKING LOTS & DRIVEWAYS Fc 2,05 6.2 0.6 3,42 10.33 BORDER AREA Fc 0.06 0.8 0.0 0.00 0.00 1. LUMINAIRE MOUNTING HEIGHT IS 30' AFG. 2. CALCULATIONS ARE IN FOOT-CANDLES, 3. CALCULATIONS ARE AT 0' AFG ON 10' X 10' SPACING. 4. POSITION OF LUMINAIRES IS TO GIVE OPTIMAL LIGHT LEVEL IN THE PARKING LOT, 5. THIS LAYOUT IS NOT DESIGNED TO BE A CONSTRUCTION DOCUMENT, 6. THESE CALCULATIONS ARE ONLY FOR THE FIXTURES SPECIFIED, 7. ANY SUBSTITUTION, FIXTURES MUST HAVE EQUAL QUALITY, AND BE RECALCULATED TO MEET CODE REQUIREMENTS, 8. ALL SUBSTITUTIONS MUST BE SUBMITTED TO ENGINEER 10 DAYS PRIOR TO BID ALONG WITH PHOTOMETRICS AND OWNERS APPROVAL, 9. THERE WILL BE AN ADDITIONAL FEE CHARGED TO REVIEW AND EVALUATE ANY SUBSTITUTIONS THAT HAVE NOT RECIEVED WRITTEN PRIOR APPROVAL. 10.NO SUBSTITUTION WILL BE ACCEPTED WITHOUT MEETING THESE CRITERIA, '11-Aft. t0lek-0 Yr §. y l&411.Watt t 11 y ` ' ' FAI 11 Cl) ce) ~y N G h 0 N N ��yy Cl) L7.. o OU0-0O o z < Q n N a - �Z O w w- Fk v o - - LU O 12 a, O L U'% < Q > Q Z i--- 0�00 CL O< z Nmrr)FW-d0 O W Z W 'L 3-1 U 0 � Uj N Ew-- O ^ co 0 0 Q W W W W W v 0 0 U u U 0 0 0 U O O O O O N O L. z O O O O_ i= >- >- > N 'U C) U U U W (L a a a. (L 0 0 o 0 o N N N N to _j O + `V Cn vU t�' 00 M N CN Q � Q 4 LLI a Q Ln o Q � Q �2 � It W 4k Oui Z :E O �L, w O FW- � La 00 m c� w W z Z Y O 0 U a Q • a_ PROJECT NUMBER 04033 DATE. April 12, 2005 SCALE: LANDSCA E7 IRRIGATION AND ILI m� SHEET INDEX 1. COVER SHEET 2. EXISTING TREE PLAN 3. 4. 5. 6. 7. 8(p-,9# LANDSCAPE PLAN LANDSCAPE DETAILS IRRIGATION PLANS IRRIGATION DETAILS HARDSCAPE PLAN HARDSCAPE DETAILS &I. ® V-f-ox!� d 3 john ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 407 830-8922 G40 7john ewseychik 7chrCis rice 70chris rice .= I -IT 0 /" 1 /r , I 2"OAK 5 136 137 138 139 140 141 142 18"OAK 14 15"OAK '0 K e z 00,tL.0n � m �w C3}x0:1 a i Lug :2 "OAK rj 18"OA ' 18"OAK I �'•' � 2 AK 15" K 18"OAK E 10"OAK 14 142 12"0R4 1 141 z � 1 140 C', 10"OAK O� ` wry 0 jN r _ o • 2.5�, Pic � GA RdAD f 8"OAK m0�tM4 N E ,a 10"OAK 12"OAK 6 12 0 €3 10 OAK 14"OAK 18"OAK 0 i cm vNuoi Ce : 10"OAK x rr mN to AK p = o f f3— . I AK I 10' m I 97_�,0c EXIS + P VC FA4 8N 4,1g. 1p 139 141 139 14� 5 li t9 } x N mo §I ,AK 8"OAK tea....•,•,• � o � �, � o mI.-0 �t04. O „ 10"OAK z 0,3 • g �� nv►�n I C9} X I,min o�M� F 900 23"OAK NO 9 0 14"i 'A 8"OAK z K� N voi 0�NO -- ` i •• mOti'd'Mt+. / N 3 8"OA BLDG. 400 A 1-STORY BUILDING I 90' x 46' € 4,140 SF 10"OAK FF 143.50 141.5 _--139,5 140,5 139,5 140.5 . ......................... 141.5 8"OAK MPJ AK ,i_00 8 94,j"00 W i BLOCK A VANGUARD HEIGHTS SUBDIVISION IC john ewseychik and Assoc., p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 john ewseychik 0 chris rice 0 chris rice i O ,I O p O ,II N W v � Q � i e Wr A. mW III Is sli ilro FA 7"i-ll-IN . A W�4 �tj 11 r,4. MA AV "WOMP, 56 john ewseychi and assoc--n-Is I z C IL Q a: Z I_ EDGE OF PAVEMENT OR CURB EDGE OF BEDLINE TURF N❑TEt LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FL❑WING BEDLINES AS SHOWN ON LANDSCAPE PLANS. PR❑VIDE 6' - 12' UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLINE (TYP.). NOT TO SCALE PRUNED AND TIED FRONDS OR HURRICANE CUT IF PERMISSION GRANTED BY OWNER. PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATESt 15 GAL./5 TABLETS, 30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2' OF TRUNK DIAMETER. TWO LAYERS OF BURLAP TO PROTECT PALM TRUNK FIVE 2' x 8' x 8' P.T. WOOD BATTENS WITH TWO STEEL BANDS TO SECURE BATTENS THREE 2' x 4' P.T. WOOD BRACES TOE NAIL TO BATTENS. DRIVE BRACES TO UNDISTURBED EARTH, MINIMUM 2' MULCH 6' SOIL BERM PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONNTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOTBALL OF 12' ON ALL SIDES AND 6' ON BOTTOM, PALM PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATESi 15 GAL./5 TABLETSj 30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2' OF TRUNK DIAMETER. REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCATIONS (120• APART) MINIMUM 2' MULCH 6' SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. 21x4' X 2'-6' P.T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12' ON ALL SIDES AND 6. ON BOTTOM, TREE PLANTING DETAIL NOT TO SCALE PR❑VIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLL❑WING RATESi 3 GAL./ 2 TABLETSi i GAL./1 TABLET. PR❑VIDE 6' MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). 2' MULCH MINIMUM - DO NOT COVER MP SET TOP OF ROOTBALL 1' ABOVE FINI 12' MINIMUM DEPTH OF PLANTINGS IN SHRUB/GROUNDCOVER PLANTING PLANTING SOIL MIX - 1/3 SAND, 1 1/3 TOPSOIL. CONTRACTOR TO SU. ANY PROPOSED SUBSTITUTE FOR A' SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE YA4 a w 4 Oo O a �11 � ��— SELECTIVELY PRUNE TO MAINTAIN FORM Daa� 0 m o 0 0 0 �- PROVIDE AGRIFORM FERTILIZER TABLETS AT " THE FOLLOWING RATES) 15 GAL./5 TABLETS 30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2' OF TRUNK DIAMETER, REINFORCED RUBBER HOSE #10 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE 2' x 21x 8' P.T.P. STAKES MINIMUM 2' MULCH 6' SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOT BALL OF 12' ON ALL SIDES AND 6. ON BOTTOM. MULTI —TRUNK TREE PLANTING DETAIL NOT TO SCALE '.' X 4' FENCING 1 ♦ i 0 ' TREE PROTECTION NOTES SITE INTERIOR PLANT LIST SYMBOL I Q10ANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS I TREES LLT 8 LIGUSTRUM JAPONICUM LIGUSTRUM TREE 8' HT, 8' SPR,, 2-1/2" DBH,, MULTI -TRUNK SPACE AS SHOWN GUY LI f 33 LAGERSTROEMIA INDICA 'TONTO' RED CRAPE MYRTLE 10' HT, 8' SPR,, 2-1/2" DBH,, MULTI -TRUNK SPACE AS SHOWN GUY I❑ I 19 ILEX OPACA 'EAST PALATKA' EAST PALATKA HOLLY TREE 14' HT, 6' SPR., 3" DBH, 65 GAL. CONT. SPACE AS SHOWN GUY QV I I 30 QUERCUS VIRGINIANA LIVE OAK 16' HT, 7' SPR., 3.5" DBH, 65 GAL. CONT. SPACE AS SHOWN GUY WR 57 WASHINGT❑NIA R❑BUSTA WASHINGTON PALM 25@8', 20@12', 12@16' CT,, STRAIGHT TRUNK PACE AS SHOWN G UY SHRUBS CR r 16 CYCAS REVOLUTA SAGO PALM 30" HT, x 30" SPRD. / FULL / 10 G AS SHOWN BM 163 BUXUS MICROPHYLLA BOXWOOD 30" HT, x 24' SPRD, / FULL / 3 G 30" ❑.C. PS c 117 PHILODENDRON SELLOAM PHILODENDRON 36" ❑.A./ MIN. 5 LEAVES / FULL / 3 G 48" O.C. VO 1 698 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 24"-30" HT, x 12"-18" SPRD. / FULL / 3 G 30" O.C. GROUNDC❑V[R it AN 1,000 ANNUALS SEASONAL FLOWERS 4" POT / FULL 8" O.C, LEG 696 LIRIOPE MUSCARI 'BIG BLUE' GIANT BORDER GRASS 5-7 BIBS / FULL / 1GAL, 24" O.C. RI ! 346 RAPHIOLEPIS INDICA ALBA DWARF INDIAN HAWTHORN 15" O.A, / FULL / 3 GAL. 24" O.C. VG 576 LIRIOPE MUSCARI ' VARIEGATED' AZTEC BORDER GRASS 5-7 BIBS / FULL / 1GAL. 24" O.C, FP 16 FICUS PUMILLA CREEPING FIG 36" HT. / FULL / 3 GAL, MIN. 15 RUNNERS AS SHOWN SOD SOD PLANS t S FL❑RATASEE M�RUM SECUNDATUM ST. AUGUSTINE GRASS S❑LID, FREE ❑F PESTS AND DISEASES FIELD VERIFY QTY. MULCH SEE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY, ENTRY / BUFFER YARD PLANT LIST SYM QTY SPECIES COMMON NAME SIZE 4 SPACING A 140 ANNUALS ANNUALS 4" POTS, 9"O.C. TO BE SELECTED BY OWNER CA 6 CRINUM ASIATICUM CRINUM LILY 30"-36" O.A., SPECIMEN DV 145 DIETES VEGETA AFRICAN IRIS 1 GAL., 18"-24" HT., 3-4 PPP, 24" O.C. IF 3ro,3 ILLICIUM FLORIDANUM FLORIDA ANISE 24"-30"X18"-24", 4' O.C. 10 25r ILEX OPACA 'EAST PALATKA' 'BLUE EAST PALATKA HOLLY 12'-14" X 51- 6', 3"-31i2" CAL., 31i2" C.T. JBP 156 � JUNIPERUS PACIFIC' 'DWARF BLUE PACIFIC JUNIPER 3 GAL., 12 HTX24 SPRD., 2411 O.G. LC 113 LANTANA CAMERA GOLD' YELLOW DWARF LANTANA 1 GAL., FULL, 24" O.C. LEG 815 LIRIOPE 'EVERGREEN GIANT' EVERGREEN GIANT LIRIOPE 1 GAL.0-10 PIPS/POT,MIN 15"HT.,24" O.C. LI 6 LAGERSTROMIA INDICA 'TUSCARORA' RED CRAPE MYRTLE 8'-10'X5'-6', 4' C.M.T. MG 4 MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' SOUTHERN MAGNOLIA 65 GAL., 10'- 12'X 5'- 6', 3"- 3 1/2" CAL., 2' C.T. PS 42 PHILODENDRON SELLOUM PHILODENDRON 24"X 24", FULL, 5' O.C. QL 12 QUERCUS LAURIFOLIA LAUREL OAK 10'-12'X5'-6', 3"- 3 1/2" CAL., 6' G.T. QV 21 QUERCUS VIRGINIANA LIVE OAK 10�-12'XS'-6�3"- 3 1/2�° CAL., 6' C.T. RI 41 RAPHIOLEF'18 INDICA 'ALBA' WHITE INDIAN HAWTHORN 12 HT. X 15 SPR., 30 O.C. SP 16 5A5AL PALMETTO CABBAGE PALM SEE PLAN FOR CLEAR TRUNK HEIGHTS UP 26 ULMUS PARVIFOLIA DRAKE ELM 65 GAL., 10'-12' X 5'-6', 2"-2 1/2" CAL., STRAIGHT TRUNK VS 49 VIBURNUM SUSPENSUI" 1 SANDANKWA VIBURNUM 18"-24"X15"-1811, 3' O.G. 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY THE SITE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERRECTED PRIOR TO CONSTRUCTION OF ANY KIND, 2. BARRIERS SHALL CONSIST OF PROTECTIVE POSTS TWO (2) INCHES BY FOUR (4) INCHES, OR LARGER, WOODEN POST PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEASET FOUR (4) FEET OF THE POST VISIBLE ABOVE THE GROUND, POST SHALL BE PLACED EQUAL TO ONE HALF THE DRIP LINE BUT SHALL BE PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK, POST SHALL BE NO FURTHER THAN SIX (6) FEET APART, EACH SECTION SHALL BE CLEARLY VISIBLE WITH YELLOW FLAGGING. 3, EXISTING GRADES AROUND TREES TO REMAIN. 4. PROTECTIVE BARRIERS AROUND THE TREES SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM THE SITE. 5. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES, LANDSCAPE PLANTING NOTES.- 1) ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES, 2) ALL PLANTS SHALL BE FLORIDA NO, 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS, 3) ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER, BEFORE, DURING, AND AFTER INSTALLATION. 4) REFER TO WRITTEN SPECIFICATIONS FOR DETAILED PLANTING INSTRUCTIONS. 5) ALL SINGLE—TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN, 6) ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS, 7) ALL. MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. 8) ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL, 9) ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 10) ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL, LANDSCAPE CONTRACTOR NOTESi 1) THE: LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2) THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER, 3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER, 4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QU'ANITIES PRIOR TO INITIATION OF THE WORK, IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS RULE, 5) THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR, 6) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK, 7) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT, 8) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE, OF HIS WORK, ewseychik and 3ss®c., p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 COjohn ewseychik O chris rice O Chris rice �I rn 0 W o Q I 3/4 ` -' u L>J L� 0 BLOCK A VANGUARD HEIGHTS SUBDIVISION NOTE: IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE OF THE SITE. f y john ewseychik and llalssoc,p-a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 john ewseychik O chris rice 7ris rice 0-- i 0 0 • . i r 0 0 0 0 \S Mo W U � O 4� DWG THE FIRST 12" ABOVE FINISH GRADE SHALL BE PURPLE PIPE. ABOVE THA PAINT RISER BLACK IN COLOR. PLASTIC NOZZLE: RAIN BIRD 1800 SERIES PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA-BS ULTRA -VIOLET PROTECTIVE PVC CLAMPS PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT PVC SCH 40 NIPPLE - EXTEND TO 4" ABOVE PLANT MATERIAL PVC SCH 40 ELL PVC SCH 40 STREET ELL 1/2-INCH PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE STEEL ANGLE SHRUB RISER DETAIL ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE 30-INCH LINEAR LENGTH OF WIRE, LANDSCAPE ARCHITECT. COILED SNAP-TITE CONNECTORS (1 OF 2) ID TAG VALVE BOX WITH COVER: 12-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: 3" MIN. PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 00 0 °p°�°�� BRICK (1 OF 4) �SCH HID EN)NIPPLE AND SCHIN OH LENGTH, ELL �- PLACE CONTROL WIRES NN, \-PVC MAINLINE PIPE UNDER MAIN PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL C ELECTRIC VALVE OUTSIDE WALJ WALL MOUNTED CONTROLLER 1.5-INCH PVC SCH 40 CONDUIT AND FITTINGS JUNCTION BOX & 16 AMP SINGLE THROW SWITCH WIRES TO REMOTE CONTROL VALVES 1-INCH PVC SCH 40 CONDUIT TO 120V POWER SUPPLY ©CONTROLLER 1 Mwlcu GRADE/TOP OF MULCH HEADS 6" FROM WALKS RBS LER BODY ASSEMBLY )ZZLE CHART REET ELL 9PE, 12-INCH LENGTH: 12" ON SPRAY HEADS :H 40 TEE OR ELL ml I- �„TERAL PIPE ,. '4� HEAD DETAIL 1. ALL PIPE AND FITTINGS 2' AND E. THREADED SCHEDULE 40 G&VANIZED STEEL OR BRASS. IN ACCORDANCE WITH PLANS APPROVED . THE CITY GATE VALVE TEST 1GATE VALVE NIPPLETHRE' 1 1 �I /1 UNIONREQUIRED) 900 BEND REQUIRED) �rCONC. GRADEFINAL cc 1 on 1M T1 MAIN SERVICE r REQUIRED • ••3. AND HEALTH DEPARTMENT. VERIFY• REQUIREMENTS - •- TO INSTAUAMON. 2. PAINT BACKIFLOW PIRBOM BLACK AND SCREENED WITH A VIBURNUM HEDGE AS SHOWN ON LANDSCAPE PLAN. DETAIL PROMDED BY: CITY OF OCOEE UTILITIES DEPARTMENT:!, REDUCED PRESSURE BACKIFLOW PREVENTER ALL IRRIGATION PIPE TO BE PURPLE TO DELINEATE RE -USE WATER, h I i I c EOUIPMENT LIST 1 SYMBOL DESCRIPTION O HUNTER 'PRO' SERIES 6" POP—UP (D HUNTER 'PRO' SERIES SHRUB SPRAY ON A SCH, 40 RISER • i HUNTER 'PRO' SERIES 12" POP—UP HUNTER 'PGP' SERIES PARTIAL ROTOR HUNTER 'PGP' SERIES FULL ROTOR HUNTER 'ICV' SERIES ELECTRIC VALVE 1-1/2' € HUNTER ICC 24 STATION CONTROLLER, 120VOLT INSTALL WITH A MINI—CLIK II RAIN AND FREEZE SENSOR AND BY—PASSBOX, GROUND WITH AN 8' COPPER CLAD ROD, I f, 1-1/2' IRRIGATION METER TO PROVIDE 60 GPM AT 50 PSI (BY OWNER) 1-1/2' DOUBLE-CHECK IRRIGATI❑N BACKFL❑W PREVENTOR SUBMIT STYLE TO LANDSCAPE ARCHITECT FOR APPROVAL, PURPLE LATERAL LINES — SIZE PER PLAN --- 2' MAINLINE CLASS 200 PURPLE P,V,C, SLEEVING — SCH, 40 PURPILE P,V,C, MIN. DEPTH OF 24" QUANTITY 251 176 116 52 0 EN 1 1 1 SEE PLAN SEE PLAN SEE PLAN IRRIGATION NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS, 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER, ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER, 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P,V,C, FLEX PIPE CONNECTION, D❑ NOT USE FUNNY PIPE, 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT F❑GGING. 6) ALL RISERS SHALL BE PURPLE PIPE FROM FINISH GRADE TO 12' ABOVE FINISH GRADE, REMAINING RISER SHALL BE PAINTED BLACK, 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ULTRA -VIOLET LIGHT PROTECTED P,V,C, CLAMPS, 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP-TITE CONNECTORS AND SEALANT, 9) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL INSTALLED IRRIGATION, A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE, THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES, 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES, 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING ❑UTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY, ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS, 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATI❑ OR ROAD, 13) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD, 14) THE CONTRACTOR SHALL EXERCISE CARE S❑ AS NOT TO DAMAGE ANY EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK, 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP, 16) CONTRACTOR TO USE MIN, OF 12 GAUGE WIRE FOR ALL COMMON WIRES AND 14 GAUGE WIRE FOR ALL CONTROL WIRES, CONTRACTOR ALSO TO PROVIDE 3 SPARE CONTROL WIRES FOR ANY FUTURE USE, 17) CONCRETE THRUST BLOCKS ARE TO BE UTULIZED AT ALL MAINLINE DIRECTION CHANGES. 19) ALL IRRIGATION SHOWN ON PLANS IS SCHEMATIC AND DOES NOT REFLECT ALL FITTINGS AND APPURTENANCES WHICH SHALL BE INCLUDED TO PROVIDE A FULLY FUNCTIONAL IRRIGATION SYSTEM CAPABLE OF PROVIDING 100 PERCENT COVERAGE WITH A 50 PERCENT OVERLAP, john ewseychik and assoc.p.a. landscape architects golf course architects 820 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 L*john ewseychik O Chris rice CO Chris rice Q Off O -I w w O U O w O U r u rn 0 L o 0 U � O Z � cfl Q ADDENDUM #2: 06/07/06 -,ksr i o+ i v, %D it zo oS o� 4ZD END 6' HIGH BRICK SCREE WITH BRICK COLUMN BEGIN 6' HIGH BLOCK AND STUCCO WALL i \o U W BOCK A ® VANGUARD HEIGHTS SUBDIVISION john ewseychik and 1'assoc.,P.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 0 john ewseychik (:0 :chr:iisrice =is Q 0 CK 0 J LL LV ULI 0 0 11 0 ELECT. t\ BOX m V Z - oN WD NNq 6' HIGH BLOCK m x v v W I AND STUCCO '. >' `v SCREEN WALL , . BENCH dd i LIGHT LIGHT W 20 POLE r � �� io N .'.':.'.. ' SRGNAGEY a ELENEI CT TRASH o RECEPTACLE B �T o BENCH o J o DIGNAGEY L. Mtr X d € o ^ :. ELECT. ELEC'P v� .� 4 LIGHT PANEL _ PANELn � �-POL z a ...W I .. 10 � N S N 6' HIGH BLOCK LIGHT ';:I mm •' • � .a.. LIGHT , , AND STUCCO a POLE --..POLE-�'•'; E 21SCREEN WALL BENCH N �-- NTH Q RECEP ACLE T 6' HIGH BLOCK""_ _ 2' I 3: AND STUCCO O SCREEN WALL BLDG. 400 1-STORY BUILDING t PLE 90' x 46' 4,140 SF FF 143.50 l PANEL 0) 141, 5 14 € I I 139,5 0,5 o I I € I i POLE ° � � O -- _ 139,5140.5 141,5 Z 0 6' HIGH BLOCK t� AND STUCCO , o N SCREEN WALL N W 6' HIGH BLOCK AND STUCCO 6' HIGH BLOCK Q W AND STUCCO U Q SCREEN WALL 264' — 38, SCREEN WALL 128'-1' *.DWG t a �A DIRECTORY SIGNAGE - SECTION samrip VV-1-c" A 18' BRICK COLUMN - SECTION ■ ■ DIRECTORY SIGNAGE - ELEVATION OCALS V4'"r-W DIRECT❑RY SIGN WALL NOTES A) ATTATCH STANDARD (3'X4'XB') BRICK IN ROW -LOCK PATTERN TO ENTIRE SIGN BORDER. B) 6'-4' HIGH, 4'X6'X12' NORWEGIAN BRICK SIGN WALL IN RUNNING BOND PATTERN. W/ 1- #5 REBAR 32' O.C. AND AT END CONDITIONS. FILL CELLS WITH MORTAR, C) APPLY 5/8' THIC STUCCO IN SMOOTH FINISH FOR SIGN FACE, PAINT WHITE IN COLOR, D) ATTATCHED SIGN LETTERING AND LOGOS. (STYLE AND TYPE BY OWNER). E) #5 REBAR 32' O.C.j FILL CELLS WITH MORTAR. F) FINISH GRADE F G) 8'X8'X16' CONC. BLOCK STEM WALL. FILL CELLS WITH MORTAR. H) B'X36'X36' 3,000 PSI CONC, FOOTER W/ 3- #5 REBAR IN EACH J) CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. m(* UTILIZE TYPE 'S' MORTAR, mw UTILIZE GRADE #60 STEEL UTILIZE 'DURA-WIRE' EVERY OTHER COARSE. * WALL DEPICTED IN PLANS HAS BEEN DESIGN IN ACCORDANCE WITH THE LATEST EDITION (2001) OF THE "FLORIDA BUILDING CODE", INCLUDING MINIMUM WIND LOAD REQUIREMENTS OF 120 MPH. * WALL DEPICTED IN PLANS TO BE OWNED AND MAINTAINED BY THE "CITRUS MEDICAL & PROFESSIONAL CENTER". Fa - l"I TYPICAL 6' BRICK WALL - SECTION � ecn7� V2'rr-w � J ecan� N❑TES WALL NOTES A) OFF -SET BRICK CAP DETAIL IN A ROW -LOCK PATTERN G) STANDARD BRICK CAP IN ROW -LOCK PATTERN, B) 18' X 18' X 7' HIGH N❑RWEGIAN BRICK COLUMN W/ 1- H) 6' HIGH N❑RWEIGIAN BRICK WALL WITH 1- #5 REBAR 48' O.C. #5 REBAR IN CENTER, FILL CELLS WITH M❑RTAR, AND END C❑NDITI❑NS FILL CELLS WITH MORTAR, J) WIDE BY 8' THICK 3000 PSI CONCRETE FOOTER W/ C) FINISH GRADE .24' 2- #5 REBAR C❑NT, AND VERTICAL AT 48' O.C. D) CLEAN COMPACTED SUBGRADE TO 95% PROCTOR DENSITY. AND END C❑NDITI❑NS E) B'X8'X16' CONCRETE BLOCK STEM WALL. FILL ALL mm UTILIZE GRADE #60 STEEL, CELLS WITH MORTAR. xx UTILIZE TYPE 'S' MORTAR F) 34' X 34' X8' THICK 3000 PSI CONCRETE FOOTER WX UTILIZE #9 TRUSS TIES EVERY OTHER COARSE. W/ 3- #5 REBAR EACH DIRECTION AND 1- #5 VERTICAL AT EACH CORNER. * WALL DEPICTED IN PLANS HAS BEEN DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF THE "FLORIDA BUILDING CODE", INCLUDING MINIMUM WIND LOAD REQUIREMENTS OF 120 MPH. HE3C*-rr V am ELM 'X. a R.. • � 11II11� !j iv i > ��`ir_\►I�7_ :tom � . WALL NOTES DO BLE ROWLOCK (STANDARD) A ENTRY SKM WALL - SECTION C WALL - SECTION OCALS Vr-r-W A) 4'X6'X12' N❑RWEGIAN BRICK CAP IN ROW -LOCK PATTEFcN. ATTATCH UTILIZING TYPE 'S' MORTAR. PAINT COLOR BY OWNER, I� B) B'XB'X16' CONCRETE LINTEL BLOCK W/ 1- #5 REBAR FONT.. FILL CELLS WITH C❑NCRETE, C) 6' HIGH, B'XB'X16' CONCRETE BLOCK WALL W% 1- #5 VERT. REBAR 48' O.C. AND AT END C❑NDITI❑NS. D) APPLY 1/2' THICK STUCCO IN MEDIUM FINISH ON B❑THI;SIDES OF WALL. PAINT COLOR BY OWNER, E) 4'XB'X16' CONCRETE BLOCK. F) B'XB'X16' CONCRETE BLOCK, G) FINISH GRADE. €I cl�Us MOMSION9 Cm FIN.GRADE DOUBLE ROW -LOCK BAND SIGNAGE: NORWEGIAN BRICK (STANDARD) RAISED LETTERS MOUNTED ON WALL & COLUMNS FRONT VIEW POLISHED STONE OR MARBLE TILE BACKGROUND. TILE TO BE RECESSED IN OVAL OR ELLIPTICAL SETTING, IN FOAM WALL. CENTER OF FEATURE TO BE 5'-0" ABOVE FINISHED GRADE. CUSTOM LOGO MAY BE ADDED AT DEVELOPERS OPTION. o ENTRY S NA E - ELEVATION 119L OCALS Vs^-r-w M acA.BVW-T-w ENTRY SIGN WALL NOTES A) ATTATCH STANDARD (3'X4'X8') BRICK IN DOUBLE ROW -LOCK PATTERN, B) 7'-6' HIGH, 4'X6'Xi2' NORWEGIAN BRICK SIGN WALL IN RUNNING BOND PATTERN, W/ 1- #5 REBAR 32' O.C. AND AT END CONDITIONS. FILL CELLS WITH MORTAR, C) ATTATCH HARDENED FOAM SIGN BORDER UTILIZING MASONRY TIES. APPLY 1/2' THICK STUCCO IN SAND FINISH. PAINT COLOR BY OWNER, D) 8' X 8' FALSE ONYX TILE IN 45 DGREE ANGLE WITH ATTATCHED RAISED LETTERING AND LOGO (STYLE AND TYPE BY OWNER). E) #5 REBAR 32' O.C.j FILL CELLS WITH MORTAR, F) FINISH GRADE G) 8'X8'X16' CONC. BLOCK STEM WALL, FILL CELLS WITH MORTAR, H) 8'X36'X36' 3,000 PSI CONC. FOOTER W/ 3- #5 REBAR IN EACH J) CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. M) B'X16'X16' 3,000 PSI CONC. FOOTER W/ 1- #5 REBAR IN EACH DIRECTI❑N AS SHOWN, L) 2' HIGH NORWEGIAN BRICK PLANTER WALL IN RUNNING BOND PATTERN. W/ 1- #5 REBAR 48' O.C. AND AT END CONDITIONS. FILL CELLS W/ MORTAR. W)m UTILIZE TYPE 'S' MORTAR. W)K UTILIZE GRADE #60 STEEL Wx UTILIZE 'DURA-WIRE' EVERY OTHER COARSE. * WALL DEPICTED IN PLANS HAS BEEN DESIGN IN ACCORDANCE WITH THE LATEST EDITION (2001) OF THE "FLORIDA BUILDING CODE", INCLUDING MINIMUM WIND LOAD REQUIREMENTS OF 120 MPH. * WALL DEPICTED IN PLANS TO BE OWNED AND MAINTAINED BY THE "CITRUS MEDICAL & PROFESSIONAL CENTER". A V 6'-O' HIGH 16" BLOCK COLUMN - SECTION u OCALB Vrrr-V H) 8' THICK X 24' WIDE 3000 PSI CONC. FOOTER W/ 2- #5 REBAR CONT.. AND 1- #5 VERTICAL REBAR EVERY 48' O.C. AND AT END C❑NDITI❑NS FILL CELLS WITH C❑NCRETE, J) CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY. K) • 6'-0' HIGH 16' X 16' BLOCK COLUMN AT 100' O.C. TYPICAL. W/ 1- #5 REBAR IN EACH CORNER, FILL CELLS W/ C❑NCRETE, SLOPE TOP FOR DRAINAGE. APPLY 1/2' THICK STUCCO IN MEDIUM FINISH. L) 8'X42'X42' 3,000 PSI C❑NC, FOOTER W/ 3- #5 REBAR IN EACH DIRECTION AS SHOWN, PR❑VIDE 1- #5 VERT. REBAR IN EACH C❑RNER, ALL STEEL TO BE GRADE #60 STEEL " WALL DEPICTED IN PLANS HAS BEEN DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF THE "FLORIDA BUILDING CODE", INCLUDING MINIMUM WIND LOAD REQUIREMENTS OF 120 MPH. john ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 40 john ewseychik COchris rice CChris rice 4 U r u Q 0 0 tL L,.i w 0 0 0 0 U Go I-- W B SITE FURNISHING SPECIFICATIONS BENCH: 6' BENCH BY 'DUMOR INC.' MODEL #58 SERIES BLACK IN COLOR. QUANTITY OF 8. TRASH RECEPTACLE: TRASH RECEPTACLE BY 'DUMOR INC.' MODEL #102 SERIES BLACK IN COLOR. QUANTITY OF 5. BIKE RACK 8 STATION BIKE RACK BY 'DUMOR INC.' MODEL #125 SERIES BLACK IN COLOR. QUANTITY OF 2. 4' ORNAMENTAL FENCE: 4 RAIL 'ESTATE' WITH RINGS AND FINIALS. BY MONUMENTAL IRON WORKS FENCING. BLACK IN COLOR. 5/8"" PICKETS WITH 2" SQUARE POSTS. GATES: 4 RAIL 'ESTATE' WITH RINGS AND FINIALS. BY MONUMENTAL IRON WORKS FENCING. MODEL #A-3. BLACK IN COLOR. 5/8" PICKETS WITH 2" SQUARE POSTS. QUANTITY OF 1. INSTALL ALL FURNISHINGS PER MANUFACTURER'S DIRECTIONS. R6 1/4' DIN A HOLES FOR 3/a' REBAR 24" ( BY INSTALLER ) �- 12'4 -� ❑ S-1 EMBEDMENT MODEL NO. PEAKS DIM A 125-20 2 37 1 2 LG. 125-30 3 62 1 2 LG. 125-40 4 87 125-50 5 112 31e STL i FINISH OPTIONS ❑ HOT DIPPED GALVANIZED ❑ COATED W/. ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. NOTTE: 11/2' X 3 31e PLTD. EXPANSION ANCHOR BOLTS PROVIDED FOR OPTION S-2. 35 11 r 2' _, 8 1/8' 0 I _ 11/16' DIA 4 HOLES 4 1/2' DIA. 6' DL4 ❑ S-2 SURFACE MOUNT 7/B' O-D. L PPE CM PLATE SURFACE ONLY YOtQiT • • SC&E' NONE 7M BIKE RACK _ ® DATE DRAWN : 2/12/99 Du Mor inc. DRAWN V. `29 CNUMBER 125 SERIES OF ! DATE REV.: 7/29/03 1 OF 2 P.O. Box 142 Mifflintown, PA 17059-0142 IREV. BY : AWH - 27 9/16' — X SSTL FIAT HD CAP SCR. GGASSr LEG 17' 1' 14 5/8' 17 1/16' - 9/16' 0 HOLES SITE FURNISHING CUT SHEETS V �+ 73' i� 97 NOTES 1.) ALL STL MEMBERS COATED W/ ZINCRICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 2.) 1 /2' X 3 3/4' PLTD. EXPANSION ANCHOR BOLTS PROVIDED. 3.) CUSTOM LETTERING AVAILABLE FOR RECESSED SIDE PANELS ( TOTAL OF 37 SPACES ) ❑ CUSTOM LETTERING ( 37 SPACES ) • • SOU: NONE TM _ ® DATE DRAWN : 3/22/94 DRAWM D u M o r, inc. DRAWN "NIA, : 1 /21/99 BY AHRD NUMBER P.O. Box 142 Mifilintown, PA 17059-0142 REV. BY : 19B LENGTH OPTIONS ❑ 6' BENCH ❑ 8' BENCH BENCH 58 SERIES SHEET 1 OF 2 13/B" OPENNB LKf0HN0 3/8' THC. STL COVER F1ATE 26 1/2• a 4 1/e O.D. F_ 1:AST91D Ali 4 3/4" 310- 1HK, 5TL PLATE 32 3/4' 31i X 1' STL BAR 22 OAT. PLA5RC LINER 3/B THK. STL PLATE 31e� lY' 1/4- X 2 STL am - -- -- ANGLE AN Ha PLCES / NOTES: J 1-) ALL STL MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 2.) 1/2" X 3 3/4' PLTD. EXPANSION ANCHOR BOLTS PROVIDED. 3.) SIDE OF RECEPTACLE HINGES OPEN FOR REMOVAL OF LINER. 4.) LATCH .PROVIDED W/ KEY, USE OF KEY OPTIONAL • ® NONERECEPTACLE ® DATE DRAWN : 0/11/99 D u M o rDRAWN fffORMING Inc. • HD NUMBER SHEETDATE REV.: 5/13/04 E 102-22-F70 1 OF 2 P.O. Box 142 Mifflintown, PA 17059-0142 IREV. BY : MC john ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 40 7johnwseychik 0 chris rice ==Ochris 'I1 r�1 a ry O J L.� Li W O U O lL O F- At W IL B ITEM NUMBER IV. B West Orange Investments Preliminary / Final Site Plan -__-Fr,__ . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: October 5, 2006 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner THROUGH: Russ Wagner, AICP, Community Development Director / SUBJECT: West Orange Investments Preliminary/Final Site Plan Project # LS-2005-016 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for West Orange Investments Storage Facility? BACKGROUND: The subject 2.23 acres site is located on the northeast corner of Marshall Farms Road and State Road 50 within the City's SR 50 commercial corridor. The site itself is currently undeveloped and sparsely covered with a small mixture of pine trees, oak trees and other varieties of trees scattered around the property. The adjacent land uses to the north and west are developed as a storage facility (Extra Space Storage) and large-scale parking areas (Auto Auction) with C-3 zoning. To the east is an auto salvage facility zoned C-2 (Ralph Johnson). Located on the south side of SR 50 is an Auto Service (Just Brakes) establishment zoned C-3. To the southeast is a 3-story storage facility (U-Haul) in unincorporated Orange County jurisdiction. The Future Land Use designation for the site is Commercial. The property is zoned General Commercial (C-3), which permits development and construction of the proposed use. Therefore, the requested use is consistent with directives of the Comprehensive Plan and the adopted Land Development Code (LDC). The subject site is designated within the State Road 50 "Activity Center" Special Development Plan and the recently created City of Ocoee CRA District. These classifications promote special development considerations in order to encourage high quality development. The facility design and associated landscaping promote these objectives. The Planning and Zoning Commission October 10, 2006 Page 2 of 2 DISCUSSION: The Preliminary/Final Site Plan proposes a three-story self -storage facility with a total building floor area of 63,075 square feet. The building footprint will be 21,025 square feet. The site plan has all the requisite parking and landscaping areas per the Land Development Code. In addition, a 6 feet wide concrete sidewalk with landscaping will be provided along the property boundaries to facilitate pedestrian travel. One sitting area will also be provided for pedestrian and patron use. The building is design to look like a modern three-story office building rather than a traditional mini -warehousing facility. One waiver from the Land Development Code is requested by the applicant/developer. A large-scale project of this size requires a water feature such as a fountain. The applicant's justification for not providing a water feature is the off -setting public benefit of selling additional road right-of-way to the City at a reduced cost for future widening and improvements on Marshal Farm Road. Staff recommends approval of the waiver request due to the type of use and right-of-way dedication. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on September 18, 2006 and reviewed the Preliminary/Final Site Plan. There were minor technical issues to be addressed from the City Attorney and Engineering Department that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan, subject to the developer making changes specified in the reports and incorporating the request into the proposal as discussed. These changes were made and shown on the plans date stamped "Received October 5, 2006." However, one minor engineering issue was not addressed and still needs to be satisfied. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for the West Orange Investments Storage Facility, as date stamped received by the City on October 5, 2006 subject to incorporating language into the plans per the City Attorney for COA #18 pertaining to proportionate share funding of the forcemain by the Developer prior to the City Commission meeting. Attachments: Location Map; Zoning Map; FLU Map; Facility Color Elevations; Preliminary / Final Site Plan for West Orange Investments Storage Facility date -stamped October 5, 2006. O:\Staff Reports\2006\SR06044_AF_WestOrangelnvestments_P&Z.doc West Orange Investments Location Map U WC LDR o ry z� CD zz ov w i sti ��` 4 ``:s. �d i �' ♦ i • +� ...a � d, .s +A 1 . � M y d, ♦ • • * a�. d My i d ! d d • � � ii d • ♦ � M dR d � • d • i • 1 d" * � d # • Y d d i i w. • d i � M �: �" 8 � P .yam.: i �, { i d ♦, O d F w11I., * it Pi � !+ Ocoee Community Development Department I inch equals 500 feet 16080 0 160 320 480 Feet KALINNOL-A" Printe& Sept/2006 Subject Property Unincorporated Territory Mand Other Municipalties Low Density Residential Medium Density Residential High Density Residential Wn Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies U014DAal3 4PWS CIAJ 4c soma swarm dub. . M" uO.14DA313 4s-aM RUN=; IMW r*rl VIV r r� rrwl &I W, ouw I -or I�Ilwr ;w I.ww LOW -9411i - ra 'PRELIMINARY/FINA1 LARG Orroml In, &2 LOCATION: NORTHEAST CORNER OF THE INTERSECTION OF COLONIAL DRIVE (SR 50) & MARSHALL FARMS ROAD. SITE STATISTICS: ZONING DISTRICT: C-3 PARCEL SIZE: 2.23 f ACRES EXISTING USE: VACANT PROPOSED USE: MINI -STORAGE FACILITY (63,075 S.F.) MAX. BUILDING HEIGHT: 45 FT PROPOSED DEVELOPMENT: 21,025 SF 22% PROPOSED BUILDING 21,160 SF IMPERVIOUS SURFACES(PAVEMENT, SIDEWALK, ETC.) 42,185 SF 44% TOTAL IMPERVIOUS AREA 54.649 SF 56% TOTAL PERVIOUS AREA OPEN SPACE) 96,834 SF 10OX ACREAGE TOTAL 2.23 AC FAR = GROSS BLDG SF = 63.075 SF = 0.65 (3.0 MAX.) TOTAL AREA 96,834 SF PARKING SPACES CALCULATION: STANDARD = 10' X 20' HANDICAP = 12'x 20' LOADING ZONE = 33'x 50' (2) LOADING SPACES REQUIRED: 3 EMPLOYEES+ 12 CUSTOMERS = 15 SPACES PROVIDED: 14 STANDARD SPACES + 1 H/C = 15 SPACES (2) LOADING SPACES PROVIDED SETBACKS: REQUIRED: PROVIDED: FRONT - S.R. 50 50' 50' REAR 10, 20' SIDE - MARSHALL FARMS ROAD 50' 50' SOIL TYPE: CANDLER FINE SANDS UTILITIES ELECTRIC: MICHELLE JOHNSON PROGRESS ENERGY, INC. 3300 EXCHANGE PL. LAKE MARY, FL. 32746 PHONE: 404- 942- 9357 FAX: 407-942-9202 TELEPHONE: MIKE SHELL SPRINT 33 N. MAIN STREET WINTER GARDEN, FL. 34787 PHONE: 407-814-5344 FAX: 407-814-5320 CABLE: MARVIN USRY BRIGHT HOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL. 34761 PHONE: 407-532-8509 FAX: 407-656-1162 GAS: LAKE APOPKA NATURAL GAS' DISTRICT 1320 WINTER GARDEN-VINELAND RD. WINTER GARDEN, FL. 34787 PHONE: 407-656-2734 FAX: 407-877-3893 WATER & WASTE WATER: DAVID A. WHEELER, P.E. CITY OF OCOEE PUBLIC UTILITIES 150 NORTH LAKESHORE DRIVE OCOEE, FL. 34761 PHONE:407-905-3100 EXT. 1504 FAX: 407-656-7835 1 � N mi � 4&7] ki III a 11111 WEST ORAN E INVt�STMENTZ` STORA E FAC PREPARED FOR, WEST ORAN E INVESTMENTS LTD, INC. 10407 ROCILKET OULEVA D ORLANDO, FLORIDA 32824 OWNER f APPLICANT: LANDSCAPE ARCHITECT: WEST ORANGE INVESTMENTS LTD., INC. LANDSCAPE DYNAMICS, INC. 10407 ROCKET BOULEVARD PO BOX 2852 ORLANDO, FLORIDA 32824 WINTER PARK, FLORIDA 32790-2852 CONTACT: JOHN McLANE, SR. CONTACT: RANDY BUCHANAN, RLA PH: (407) 859-6770 PH: (407) 579-1811 ENGINEER: SURVEYOR: VITAL DESIGNS, INC. ATLANTIC SURVEYING, INC. 1344 HARDY AVENUE 730 E. PLANT STREET ORLANDO, FL 32803 WINTER GARDEN, FLORIDA 34787 CONTACT: GREG HUDAK, PE CONTACT. STEVE BLANKENSHIP, PSM PH: (407) 895-7173 PH: (407) 656-4993 SHEET INDEX Shm STET NO. SnTCH OF DESOUMON (ROW TO CITY) -- COVER SHEET 1 GENERAL NOTES 2 STORMWATER POLLUTION PREVENTioN PLAN 3 DD4ENSION PLAN 4 PAVING, GRADING & DRAINAGE PLAN 5 UTILITY PLAN 6 SITE DETAILw 7 UTILITY DETAILS 8 CONDITIONS OF APPROVAL 9 TREE PROTECTION TP-I IRRIGATION PLAN IR 1 HARDSCAPE PLAN H-1 LANDSCAPING FLAN L-1 LANDSCAPE DETAILS L 2 PHOTON ETRICS "` PLAN PHM-1 LIGHTING FDC17URE CUT ITS PHM-2 �,_15TA_lldiG WALL PLAN F'."IURDING1131 DETAIL BOUNDARY AND TOPOGRAPMC Cl O rl- 00 Lo W W 00 U U W W Z 00 CD U (/) O O W O O F- F- E5 U ww rl0- Li �o(D 0 0 Q -- O r Z 1pr • LD u V) L-- U_ mmo � o W V) Z ca z w Z coo CD ~� O cnJ w z Wc) cc) a Z co J a w � o z z w w 94 Z z ~ z w U � C� z A a U) z o Lo Z W z 9�o xo aN � um, C� N Q ..�«_�t'�-��_�Q � ��.�. � � date• 0 CT 2CC6 sheet no. I EMERGENCY WASTEWATER SPILL CLEARING, EXCAVATING, GRADING AND PAVING GENERAL NOTES SANITARY SEWER. AND WATER SYSTEM NOTES: AND WATER MAIN BREAK PROCEDURES 1. ALL PVC PRESSURE SYSTEMS SHALL BE LOCATED WITH METAL WIRE 1. FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THE SET OF 16. THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO ACCORDING TO THE CITY OF OCOEE STANDARD DETAIL FOR L EXCAVATE CAUTIOUSLY DRAWINGS IS DATED 11/28/2005. ANY REVISIONS THEREAFTER HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE MARKING A PRESSURIZED MAIN. WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). IMPACT FORM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED IF REQUIRED 2. A MINIMUM THREE (3) FOOT COVER SHALL BE MAINTAINED OVER PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN 2. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE AT THE END OF EACH WORKING DAY. GRADING SHOWN ALL PROPOSED UTILITY LINES. AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR LOCATIONS. INFORMATION AS SHOWN ON THE SURVEY PLAN HAS BEEN OBTAINED TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. SMOOTH 3. ALL PVC PIPE SHALL COMFORM TO ASTM 1785 & ASTM 2241. 2. TELEPHONE NOTIFICATION BY SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING THE CITY OF OCOEE DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL THE EVENT OF A FORCE MAIN, GRAVITY SEWER OR WATER MAIN BREAK OR OF THE ENGINEER IMMEDIATELY. WATER DISTRIBUTION NOTES: DAMAGE AT (407) 428-5766. GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER 3. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. 1. ALL P.V.C. WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA STD. C900, MIN. WORKING PRESSURE OF 150 P.S.I. NRATIO (D A DIMENSION DR OF 18. 3. REPAIR IMMEDIATELY ALL DAMAGE TO THE CITY OF OCOEE'S MAINS SHALL BE REPAIRED IMMEDIATELY BY BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER WILL FIELD VERIFY THE UTILITIES TO THE BEST OF HIS ABILITY, HOWEVER ALL 17. ALL PAVING SURFACES SHALL BE GRADED TO DRAIN POSITIVELY IN THE 2. ALL DUCTILE IRON WATER MAINS SHALL BE IN ACCORDANCE WITH ANSI/AWWA A21.51/C151 CLASS 50 PIPE. IN A TIMELY MANNER, AS DETERMINED BY THE CITY OF OCOEE UTILITIES INSPECTOR, CITY OF OCOEE MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED UTILITIES SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. DIRECTION GENERALLY SHOWN BY THE FLOW ARROWS OR TYPICAL FOR REPAIRS. THE CONTRACTOR SHALL EXERCISE SECTION. NO PUDDLING OR "BIRD BATH" WILL BE ACCEPTED IN THE 3. HYDROSTATIC AND LEAKAGE TESTING SHALL BE PERFORMED ON ALL NEWLY 4. CITY OF OCOEE UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CAUTION WHEN CROSSING N UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES THAT PAVEMENT AREAS. PAVED SURFACES SHALL ALSO BE GRADED TO PROVIDE A SMOOTH DRIVING SURFACE FOR VEHICLES WITH NO SHARP INSTALLED WATER MAINS AND APPURTENANCES. THE TEST SHALL BE IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. CITY OF OCOEE UTILITIES CONSTRUCTION INSPECTION SECTION-(407) 905-3100. INTERFERE WITH THE PROPOSED ON SITE CONSTRUCTION SHALL BE BREAKS IN GRADE AND NO UNUSUALLY STEEP OR REVERSE CROSS CITY OF OCOEE UTILITIES WASTEWATER DIVISION-(407) 905-3100. CITY OF OCOEE UTILITIES WATER DIVISION-(407) 905-3100. RELOCATED BY THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT 4. THE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651. CITY OF OCOEE UTILITIES ENGINEERING DIVISION-(407) 905-3100. SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS, ANY DELAY FLOW LINE GRADES TO INTERSECTIONS AND ENTRANCE AND EXIT FLOW OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF LINE GRADES TO INTERSECTIONS WILL BE DETERMINED IN THE FIELD AND 5. ALL P.V.C. PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 5. ADVANCE NOTIFICATION OF CONSTRUCTION VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACTOR, AND NO EXTRA ADJUSTMENTS MAY BE NECESSARY TO ACCOMPLISH THAT PURPOSE. THE " THE CITY OF OCOEE UTILITY CONSTRUCTION SECTION (407) 905-3100) SHALL COMPENSATION WILL BE ALLOWED. CONTRACTOR IS RESPONSIBLE TO ACCOMPLISH THIS PURPOSE. ANY 6. ALL CITY WATER MAIN 4 OR GREATER WILL BE D.I.P. BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. APPARENT DISCREPANCIES BETWEEN THE FLOW ARROWS AND SLOPES OR ANY WATER MAIN LESS THAN 4" IS TO BE C-901 POLYTUBING. 5. ADVANCE NOTIFICATION OF PENDING CONNECTION 4. SSOCOF SPOT ELEVATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION PIPE SPECIFICATIONS: FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOCOF 1-800-432-4770 OF THE ENGINEER FOR EXPLANATION AND/OR CLARIFICATION. THE CITY OF OCOEE WATER DIVISION (407) 905-3100) AND THE CITY OF OCOEE SUNSHINE STATE ONE CALL OF PROTECTION OF UNDERGROUND "NO 18. MATERIALS AND METHODS FOR STORM DRAINAGE CONSTRUCTION SHALL PVC PIPE WASTEWATER DIVISION (407) 905-3100) SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE OPERATIONS. EXCAVATOR PIPELINES MANDATES THAT EXCAVATT OR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY BE IN ACCORDANCE WITH THE LOCAL MUNICIPALITY CODES AND/OR THE FLORIDA DEPARTMENT TRANSPORTATION STANDARD AND AH PVC PIPE OF NOMINAL DIAMETER SIX (6) THROUGH TWELVE (12) 7. OPERATION OF CITY OF OCOEE VALVES DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF, INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY CITY OF OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES AND SUPPLEMENTAL SPECIFICATIONS THERETO. REINFORCED CONCRETE C900, LATEST EDITION. THE PVC PIPE SHALL HAVE A MINIMUM OCOEE PERSONNEL (407) 905-3100. ALL VALVES BEING INSTALLED ARE IN THE AREA OF THE PROPOSED EXCAVATION. "THIS INCLUDES ANY OPERATION PIPE (RCP) SHALL BE CLASS III WITH RUBBER R GASKET JOINTSUNLESS WORKING PRESSURE RATING OF 150 psi AND SHALL HAVE A TO REMAIN CLOSED DURING CONSTRUCTION. UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK OR OTHER MASS OF MATERIAL BY SUCH METHODS OTHERWISE NOTED ON THE PLANSALL F.D.O.T., "C"N JOIN AND "F" . .. DIMENSION RATION (DR) OF 18. PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON PIPE. PVC PIPE OF NOMINAL DIAMETER FOR 4 INCHES ( ) 8. OPERATION OF CITY OF OCOEE PUMP STATIONS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, INLETS SHALL BE EQUIPPED WITH STEEL RETICUUN GRATE AND LIFTING CHAINS PER F.D.O.T. STANDARDS, WHERE APPROPRIATE. YARD INLETS SHALL BE POLYTUBING. THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILTY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING MAY BE EQUIPPED WITH CAST IRON GRATES, IF THEY ARE NOT SUBJECT TO CONTROL WITH AN CITY OF OCOEE UTILITIES INSPECTOR (407) 905-3100 ) SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). TRAFFIC. INLET WALL THICKNESS SHALL BE PER F.D.O.T. MARKINGS TRENCH SAFETY 19. MATERIALS AND CONSTRUCTIONO CITYDSTANDARDS ALL PVC PIPE USED FOR POTABLE WATER USE WILL BEAR THE NSF CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., SHALL BEN ACCORDANCE WITH AND THE LATESTTION LOGO. AS -BUILT INFORMATION S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED EDITION OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553,62, FLORIDA STATUES. AND BRIDGE CONSTRUCTION, AND SUPPLEMENTAL SPECIFICATIONS THERETO; DISINFECTION As -built drawings will be required with the following information: AND IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. A) Sanitary Sewer 5. THE BOUNDARY, TOPOGRAPHIC SURVEY, AND EXISTING CONDITIONS BEFORE THE POTABLE WATER SYSTEM IS PLACED IN SERVICE, ALL 1. Top elevation of each manhole frame and cover. INFORMATION HAS BEEN PROVIDED TO THE OWNER BY A'tUMIC SURVEYING, NC. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF 20. THE CONTRACTOR SHALL SOD SIDE SLOPES OF POND AND SEED POND BOTTOM. WATER MAINS SHALL BE CHLORINATED IN ACCORDANCE WITH THE E CITY OF OCOEE STANDARDS AND SPECIFICATIONS, AND THE 2. Invert of each line entering and leaving each manhole/structure. THE SURVEY INFORMATION PROVIDED. PROCEDURES OUTLINED IN AWWA C-651 STANDARD PROCEDURE FOR 3. Length of each run of main between manholes (center to center) DISINFECTING WATER MAINS. 4. Actual grade of pipe between manholes. 6. GEOTECHNICAL INFORMATION, INCLUDING WATER TABLE ELEVATIONS 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE 5. Locate all service wyes from downstream manhole with depth at lot line and AND SITE PREPARATION RECOMMENDATIONS, HAVE BEEN FURNISHED TO VARIOUS GRADING, DRAINAGE AND PAVING WORK TO ACCOMPLISH THE PRESSURE TESTS distance from the main line. THE OWNER AND ENGINEER BY ANDREYEV ENGINEERING, INC. PROPER FUNCTIONING OF THE SITE IMPROVEMENTS TO PREVENT WATER 6. Locate with measurements from permanent visible objects all fittings/accesso(es THE CONTRACTOR IS DIRECTED TO OBTAIN A COPY OF THE REPORT FROM PONDING OR STANDING ON SIDEWALK OR PAVEMENT AREAS. SOD ALL NEWLY -INSTALLED WATER DISTRIBUTION PIPE AND not visible from the surface minimum two point ties ( P • )� AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. SHALL BE INSTALLED 0.2' BELOW THE EDGE OF ADJACENT PAVEMENT OR APPURTENANCES SHALL HAVE HYDROSTATIC TESTS CONDUCTED ON SIDEWALK. THEM. THE TESTS SHALL BE PRESSURE TESTS AND LEAKAGE TESTS B) Storm Drainage 7. THE CONTRACTOR IS DIRECTED TO OBTAIN A COPY OF ALL PERMITS INCLUDING PERMITS ISSUED BY THE WATER MANAGEMENT DISTRICT, THE 22 SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE DONE IN ACCORDANCE WITH CITY OF OCOEE STANDARDS AND SPECIFICATIONS, ALSO COVERING ALL PROVISIONS OF AWWA C600. 1. Top elevation of each manhole frame and cover/grate as well as all other structures CITY AND FDEP, IF APPLICABLE. THE CONTRACTOR SHALL ABIDE BY ALL MATERIALS AND STRUCTURES ARE TO BE SUBMITTED AND APPROVED BY. (headwalls, control structures, etc.). PERMIT CONDITIONS. THE OWNERS REPRESENTATIVE OR ENGINEER PRIOR TO ORDERING THE 2. Invert elevation of each line entering and leaving each structure, including underdrain pipes. MATERIAL REQUIRED FOR CONSTRUCTION. 3. Inverts of all mitered end sections. 8. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA 23. All STORM WATER PIPES 24 INCHES OR MORE IN DIAMETER WHICH Utility Separation - Vertical Clearance 4. Actual grade of pipe between structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH DISCHARGE INTO DRY RETENTION BASIN AREAS SHALL BE CHILD PROOFED stub -outs. SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION WITH GRATES AS DESIGNATED IN F.D.O.T. INDEX 273. MAXIMUM OPENING 1. Where water and gravity sanitary sewer mains cross with less than 12 inches METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE BETWEEN BARS SHALL BE 4". OUTALLS TO DRY RETENTION BASINS vertical clearance, or the sanitary sewer main is above the water main, then the INCIDENTAL TO THE CONTRACT.. SHALL BE EQUIPPED WITH ENERGY DISSIPATORS OR SPLASH PADS AS sanitary sewer will be 20 feet, centered on the point of crossing, of either: C) Water and Reuse System and Force Mains. 9. NO VIBRATORY ROLLERS OR OTHER SIMILAR EQUIPMENT THAT COULD SHOWN ON THE DETAIL SHEETS. A. ductile iron pipe and hydrostatically pressure tested, or; y p s 1. Actual lengths of pipe between branches and valves in the run. DAMAGE ADJACENT BUILDINGS OR RESIDENCES SHALL BE USED ON THIS 24. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY B. concrete encased vitrified clay; or 2. Locate with measurements from permanent visible objects all fittings/accessories PROJECT. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO C. PVC pipe upgraded to water main standards and pressure tested. not visible from the surface (minimum two point ties). REPORT FOR INSTRUCTIONS AND SHALL CONFER WITH THE OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION. 2. Where water mains and storm sewer pipes cross with less than 12 inches vertical 3. List the depths of the lines at all valves, fittings and fire hydrants. GEOTECHNICAL ENGINEER, AND OWNER TO DETERMINE WHAT METHODS clearance, or the storm main is above the water main, then the water main shall OF COMPACTION ARE SATISFACTORY. IF REPORTS OF DAMAGE TO 25. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS SHOWN ON THE be 20 feet of ductile iron pipe centered on the point of crossing. ADJACENT PROPERTIES ARE RECEIVED, THE CONTRACTOR SHALL STOP CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4" WORK IMMEDIATELY UNTIL THE OWNER INVESTIGATE THE CLAIM AND THICK CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. Utility Separation - Horizontal Separation UTILITIES PROVIDE INSTRUCTIONS. JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT EVERY A DISTANCE 10. CLEAN SAND SUITABLE FOR FILL SHALL BE USED AS DIRECTED BY EQUAL TO THE WIDTH OF THE SIDEWALK. 3. When a water main parallels a gravity sanitary sewer main, a separation ',(measured edge to edge) of at least ten feet should be maintained. Where this separation is ELECTRIC CABLE: THE GEOTECHNICAL REPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL UNSUITABLE 26. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION not met, one of the following must occur. MICHELLE JOHNSON MARVIN USRY FILL MATERIALS FROM THE SITE. PLANS. CONCRETE FOR CURBS SHALL BE A FLA. DEPARTMENT OF " „ TRANSPORTATION CLASS 1 CONCRETE WITH A 28-DAY COMPRESSION A. the water main is laid in a separate trench or on an undisturbed earth shelf PROGRESS ENERGY, INC. BRIGHT HOUSE NETWORKS 11. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT AND INSPECT STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION located on one side of the sewer at such an elevation that the bottom of the is 3300 EXCHANGE PL. 844 MAGUIRE ROAD LAKE MARY FL. 3274E OCOEE, FL. 34761 THE SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS WHICH JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 5' - 0" water main at least 12 inches above the top of the sewer, or, PHONE: 407-532-8509 MAY AFFECT HIS BID. ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH B. if both sanitary sewer and potable water mains are proposed and the above (A) is PHONE: 404-942-9357 F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE not met, the sanitary sewer pipes shall be upgraded to the equivalent pipe material FAX: 407-942-9202 FAX: 407-656-1162 12. THE CONTRACTOR SHALL BASE HIS BID ON HIS OWN ESTIMATE OF CONSTRUCTION (1991) SECTION 520 AND DETAILS PROVIDED ON THE as the water main and pressure tested. QUANTITIES, INCLUDING PIPE LENGTHS, PAVEMENT QUANTITIES, AND CONSTRUCTION PLANS. C. if the sanitary sewer is existing and the potable water main is proposed, the water EXCAVATION AND BACKFILL QUANTITIES. THE CONTRACTOR SHALL BE main shall, at a minimum, be upgraded to ductile iron pipe, constructed in TELEPHONE: GAS: RESPONSIBLE FOR ANY IMPORT BORROW FILL NEEDED, AND FOR REMOVAL 27. CONTRACTOR TO SAW -CUT AREAS WHERE PAVEMENT OR CURBING OR separate trenches, laid at a higher elevation than the sanitary sewer, and utilize staggered joints. MIKE SHELL LAKE APOPKA NATURAL GAS DISTRICT AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS. CONCRETE, ETC. IS TO BE REMOVED. SPRINT 1320 WINTER GARDEN-VINELAND RD. 13. THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR 28. AT LEAST TWO WEEKS PRIOR TO FINAL COMPLETION, THE CONTRACTOR 4. Where water mains parallel storm sewer pipes with less than 10 feet horizontal 33 N. MAIN STREET WINTER GARDEN, FL. 34787 PHONE: 407-656-2734 ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE SHALL FURNISH THE ENGINEER COPIES OF AS -BUILT PLANS OF THE clearance, the water main shall be AWWA C150/C151 ductile iron in those locations. WINTER GARDEN, FL. 34787 OWNER OR ENGINEER THE CONTRACTOR IS EXPECTED TO CONTAIN ALL ENTIRE SITE DELINEATING ALL CHANGES, IF ANY, TO THESE CONSTRUCTION PLANS. THE AS -BUILT PLANS COULD BE PROVIDED AS "RED -LINED" SET WITH 5. Separation requirements of 10 feet horizontal and 12 inches vertical clearance PHONE: 407-814-5344 FAX: 407-877-3893 FAX: 407-814-5320 CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB WETLAND AREAS IF ANY,OUTSIDE THE SILT FENCE. A STATEMENT OF VERIFICATION OR BY A REGISTERED SURVEYOR. between force mains and potable water mains must be maintained unless approved , in advance by the Department. THE CONTRACTOR SHALL NOT DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT 29. ALL STORMWATER PIPE JOINTS WILL BE WRAPPED WITH FILTER FABRIC REGARDLESS 6. Where water mains and unrestricted access reuse pipes cross with less than 12 WATER &WASTE WATER FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF OF MATERIAL. inches vertical clearance or 3 feet horizontal clearance, the unrestricted access DAVID A. WHEELER, P.E. WETLAND OR OTHER DAMAGED AREAS IN SURROUNDING PROPERTIES reuse main shall be upgraded and hydrostatically tested in the same manner as CITY OF OCOEE PUBLIC UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR IMMEDIATELY. ALL COSTS FOR 30. ALL WORK SHALL CONFORM TO THE LATEST CITY OF OCOEE UTILITY & STREET gravity sanitary sewer mains (see A. above). 150 NORTH LAKESHORE DRIVE REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO SPECIFICATIONS. OCOEE, FL, 34761 EXTRA COMPENSATION SHALL BE PROVIDED. 7. Separation requirements between potable water mains and any type of reuse mains PHONE: 407-905-3100 EXT. 1504 other than unrestricted access reuse is 10 feet horizontal and 12 inches vertical FAX: 407-656-7835 14. ALL TREES, BRUSH AND ORGANIC MATERIAL CLEARED FROM THIS SITE clearance, with mitigation allowed when approved in advance by the Department. SHALL BE DISPOSED OF OFFSITE AT A PERMITTED LANDFILL OR DISOSAL SITE. 15. ALL AREAS TO RECEIVE FILL, WHETHER OPEN AREA, UNDER PAVEMENT OR STRUCTURES, SHALL FIRST BE STRIPPED OF ORGANIC MATERIAL BEFORE FILLING IS COMMENCED. FILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 98% MAXIMUM DENSITY IN AREAS UNDER PAVEMENT AND AROUND ALL STRUCTURES. THE CONTRACTOR IS DIRECTED TO OBTAIN A COPY OF THE SOIL REPORT AND AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. CD CD 0 r` 00 r7 u7 rn F_ w w w O O O U U U 0i w w w z 0 0 0 U U U V) O O O > LL LL_ L_ W O O O ry ?- >- >_ I— I- F-- U G G [If Of Of n n n �� o � < C14 Pq N r7 u7 rn Z Z 0 Q Q C� C0 m m m m � M Lai < i w CL LIJ = QryCa_ • Lo WLo Z 05 W c Z C) w W CQ F - 'n W C) CL � INN O J W z W a WC; p o Z cC°�z A Q J A o Z W W Z "NMI Z W d Z 1H W a C UJ > C;d 0 ^ N < Qf N ro ZMa. U) o Q u_ af 0 _Jo I-- � 0 v=i w Of 0 o- � 0 date: ��I2�I05 sheet no. 2 SITE AREA DISTURBED = 2.23+/- ACRES PARCEL ID# 19-22-28-0000-00-005 ADDRESS: 11439 W. COLONIAL DRIVE SITE PLAN 1. DRAINAGE PATTERNS (FLOW LINES) SEE THIS SHEET. 2. SLOPES SEE EXISTING TOPOGRAPHY THIS SHEET. 3. APEX DISTURBED/AREAS NOT DISTURBED SITE BE COMLETELY REGRADED. SEE SHEET 5. 4. LOCATION AND DETAILS OF BMPS SEE THIS SHEET. 5. LOCATION OF WETLANDS AND SURFACE WATER N/A. 6. LOCATION OF OUTFALL TO SURFACE WATERS SEE OUTFALL TO EXISTING DITCH THIS SHEET. 7. BMP DETAIL DRAWINGS SEE THIS SHEET. 8 DESCRIPTION OF CONSTRUCTION ACTIVITIES SEE EROSION CONTROL PLAN NOTES THIS SHEET. 9. CONSTRUCTION SEQUENCE: SEE EROSION CONTROL PLAN NOTES THIS SHEET. 10. SOIL TYPES CANDLER FINE SANDS 11. DEWATERING METHODS AND LOCATIONS N/A. 12. BMP'S: SEE THIS SHEET. 13. PERMANENT STABILIZATION SEE EROSION CONTROL PLAN NOTES THIS SHEET. 14. PERMANENT STORMWATER MANAGEMENT CONTROL: SEE EROSION CONTROL PLAN NOTE #8 THIS SHEET. 15. POTENTIAL POLLUTANTS DURING CONSTRUCTION: N/A. 16. INSPECTIONS: SEE NOTE THIS SHEET. S'T'! ()RAG:*.*. .^E.•:.r:.. 2I1 EXISTING ZONING C-2 ,V E 4 a l-� SILT: FENCE i SEE DETAIL THIS SHEET fi --, i i j t _ v € "V �€ I Ali n/ • ,�'. LL i Y QQ"t f` ? y I 1 1 J €1 CnI € Q ; Q x 'x I i i Ae € r 1 J J / \! J � t J {; x i• >.., . .. i . $: ---�i-'- s :' w f^y EI" `1' I I ...,Zf C'V it '~ /,;,: _ 1;r...... `_i...`. S%' ;- n , % •` . Jul • :. r?.``'• � C� _� . X r. n EXIS i INC:: S'VVALEi. l l LATITUDE....:. u' V. _.._.._..�.._... �......... ...:;55 t i LONGITUDE 81 53 •� 0 15 30 60 11�■ SCALE: 1 " = 30' .._............ ------- _ ' \ ............. ... 7 ,... .. �;:.. ...�--.. .. .ryt... ... �... .. ... s 1>...... ; ..6 -.... EDGE OF PAVEMENT ,.: <:, y I `TURBIDITY=:,BARRIER (SEE DETAIL THIS SHEET) r. ____.............................................................................................................................................................. L...M1 Post (Options: 2" x 4" Or 247 Min. Dia. Wood; Steel 1.33 Lbs/Ft. Min.10 o o f� C14T M - -u- - ELEVA110N Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE III SILT FENCE Principle Post Position (Canted 20' Toward Flow Optional Post Positions .. 6' Max. ' Filter Fabric (In 2, Conformance With Sec. 985 FOOT Spec.) all Filter Fabric Silt Flow • Type --- Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE sh.othed EAW Steel Cable lbo-Fieaking ShenaU� With Sotted PVC Connector Pipe vanlnd Canneatare (Tod rw Olsconnect) gosad Cdl �Sagd Plaetic F FlotaUon (B Db. Equlv.) 12 Lb. (Natal Coeur Relnfarcod) Flottaattiionall Solid Plastic (e' Bic. Equiv.) (17nlbs Per Ft Buoyancy -irPar Ft. 9uoyM= // m 41 •t�dypm Rape (yy, lb. P 0%-` ( t Teel Oz Nylon Reinforced PVC Fabric (ADO pd )�d" Srsas Plate {b0alvonl:ed Chub Toot) with Ladng Gromm i'Gaivanized Cha Tim owes TYPE N eS' D, -li' Sid. (Single Panel For Depths W or Laos). d DA-S Sid. (Additional Parud Far OWhm W Curtain To Readr Bottom Up To p�the IN 10 Fog T Prods To Be Used For Daplhe Greater Than 10 oat Unlou Spaolal Depth Curtains S_pedRcaAy CaAad For In Tho Plana Cr Aa Oetarminad ey a Engineer. NOTICE COMPONENTS OF TWES - AND -- MAY BE SIMILAR OR IDENTICAL 10 PROPRIETARY DESIGNS ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TWO - AND -- SHALL DE AS APPROVED BY THE ENGINEER. 2901 •Ilk • , D• III EROSION CONTROL PLAN NOTES: An erosion control plan shall be conducted by the Contractor and Contractor shall execute all measures necessary to limit the transport of sediments outside the limits of the project to the volume and amount as that are existing prior to the commencement of construction. This condition will be satisfied for the total construction period. Provision must be made to preserve the integrity and capacity of check weirs, sediment basins, slope drains, grading patterns, etc. required to meet this provision throughout the life of the construction. Contractor shall provide hay bails, silt barriers, temporary grassing, etc. as required to fully comply with the intent of this specification. 1. Stockpiling Material No excavated material shall be stockpiled in such a manner as to direct runoff directly off the project site or into any adjacent water body or stormwater collection facility. 2. Silt Barriers The Contractor shall provide FDOT type III silt fence around the perimeter of the construction area. 3. Inlet Protection Inlets and catch basins shall be protected with straw bales to conform to FDOT standards from sediment laden storm runoff until the completion of all construction operations that may contribute sediment to the inlet. 4. Temporary Seeding Areas opened by the construction operations and that are not anticipated to be dressed and receive final grassing treatment within thirty days shall be seeded with a quick growing grass species which will provide an early cover during the season in which it is planted, and will not later compete with the permanent grassing. The rate of seeding shall be 30 lb. per acres. 5. Temporary Seeding and Mulching Slopes steeper than 6:1 that fall within the category established in 4 above, shall additionally receive mulching of approximately 2 inches loose measure of mulch material cut into the soil of the seeded area to a depth of four inches. 6. Temporary Grassing The seeded or seeded and mulched area(s) shall be rolled and watered as required to assure optimum growing conditions for the establishment of a good grass cover. 7. Temporary Regrassing If, after fourteen days, the temporary grassed areas have not attained a minimum of 75% good grass cover, the area will be reworked and additional seed applied sufficient to establish the desired vegetation cover. 8. Maintenance All features of the project shall be constructed to prevent erosion and sediment and shall be maintained during the life of the construction so as to function properly without the transport of sediments outside the limits of the project. 9. F.D.O.T. Standards Silt barrier and inlet protection shall pconform to FDOT Index 102. 10. Inspections: Construction site will be inspected for erosion problems daily and after each rainfall greater gouge than 0.5 inches. A rain will be o pp y g g n site to measure the rainfall amounts. NOTE: PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS, INCLUDING PERIMETER BERMS, STRAW BALE BARRIERS, AND SILTATION FENCE AS SHOWN ON THE PLANS. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSTALL STRAW BALES AT ALL INLETS AND AT OTHER PLACES IF DIRECTED BY THE OW NER, AND SHALL REPLACE THEM AS NECESSARY TO REDUCE SILT DEPOSITS IN PIPES, INLETS, AND RETENTION BASINS. AFTER THE LANDSCAPING IS COMPLETE, THE CONTRACTOR SHALL CLEAN ALL INLETS AND PIPES OF ACCUMULATED SILT AND DEBRIS AND SHALL REMOVE ALL TEMPORARY EROSION IMPROVEMENTS. IF DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES TO PROTECT SURROUNDING PROPERTIES. PRIOR TO COMMENCINGCONSTRUCTION, THE CONTRACTOR SHALL WALK THE SITE WITH AN OWNER'S REPRESENTATIVE AND SHALL FLAG TREES TO BE PRESERVED AND PROTECTED DURING CONSTRUCTION. 0 0 I� M .- CF) ww 0 0 z O 0 0 (n 0 0 Lt_ Is w 0 0 U C) w 1-1-1 w o 0 Q N N � rn Y Y = Q Q I m M m m o z z 's CD U � Q in w 0- ry w = n 0 o c> Q ` _- L0 LJ Lti ry 0 ® CV U W U to rn z LLI o NOON Z 0 w W too I- LC) z UJ C � 0 J W UJ Z W x U) Q a z 0 co J w � o V Z W _z z U W � MEN" J A U U Z A i- wo 2 U) V) W aI "Z�" Q N irLI 0 lao Of C,4 K) V U) CC M Q 0 LC Q - LL +' 0 i Lei v 1--' .� w OUJ Of 0 < U Q- M 0 date: ��I23105 sheet no. 3 c 1 R = 12.00 L = 16.02' C = 15.00' C2 R = 50.00' L = 53.9 0' ' NOTE: ALL STRIPING ON PUBLIC RIGHT-OF-WAY MUST BE THERMOPLASTIC. SOUTHBOUND TURN LANE (SEE NOTE) C = 51.20 HANDIC,�,P RAM 30"x30" HIGH lt+f'ENSITY,. STOP SIGN (Rl/-"l) W/ 24" THERMOPLASTIC STOPS EXISTING? FI.-PtE Hy'-")RA'.N'T—" f ;;TO, RA LE 1. Ii.. I Ty E X IST I N 0 ZONING . ....... EXISIINIG) FIR:E.' HyDR4',N1 �J 10' LANDSCAPE BUFFER A FF <0 115.0- 1111i, -116.0 x 117.0 118.0 - 119.0 119.5 -- 119.5 C DOUBLUI DUMPSTER PAD !TO INCLUDE 6' HIGH CMU WALL & BLAb!K METAL DOORS C1 G' Y. 0 5'x33' ....................CHAIN FENCE OWNER TO PROVIDE BENCH, LOADING ZONE ON ADJACEN' PROP' �'ITY TRASH RECEPTACLE -Do 162' C14 o 10, j C 2 2 Mw 35' RAD) N. 35'x PAD. - VALLEY GUTTER----_ HANDICAP RAMP nT R v H X. ? FIBER Op'llc CABLE MARKEf-*,Z' `1 N 0 N1 N E /X, C. z- ................................................................ . ............................................ 0 C, TRASH RECEPTACLE x I il-T.: N'U 0 N I NC' • kJ W Lij 0 x 0 III I 3-STORY BUILDING 0 Of U- LO 21,025 SF PER FLOOR 10' LANDSCAPE 0 63,075 SF TOTAL BUFFER z 0 LL. ui EL 163 --------- 6 V) z 'C1 251 LO C14 4 A ry 50t S BACK I 25' LANDSCAPE BUFFER SIGN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 A INV..... B" V -7 A /E*': : ' j Lr) F DRAINAGE EASF,ME 50 FUTUR, NT XA A FUTURE FDOT �111 X. ACQUISITION v A - N. " .................... ........... 111111111X . -4 -- . ........... ......... . ............ — ------- : .................. ................1 E ::�N-L11 . L ......... . ......... . ......... ... .... . ... . .... .... . ........ . ......... . .......... .......................... . .... . ..... ........... Q I N A ............... .............................................................................. .. . ............. �;q ........................ ............................... ................. - % I I A hl COLONIAL DR. (HIGHWAY 50) -------------------------- ------------------------------- ---------------------- (150' R10117- OF WAIv,) 10 E X �S IN :' 2- 'NI N E G AC' Or-*')S C'NOL""NIAL DRIVE Ramp NOTES: 1. ALL LETTERS ARE 1" SERIES C. PER MUTCD. i 8pp 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED PARKING BY (ENGINEERING GRADE) BLUE DISABLED BACKGROUND WITH WHITE PERMIT REFLECTORIZED LEGEND AND ONLY BORDER. 3. BOTTOM PORTION OF SIGN SHALL — HAVE A REFLECTORIZED $250.00 nNE (ENGINEERING GRADE) WHITE CITY ORD. 3211 Epp BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. - 1% 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH 71-1 BLACK OPAQUE LEGEND & BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT & ORD. NO. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). F. G. HANDICAP SIGNAGE HANDICAP SIGN (MOUNT ON BLDG.)--il (TYP.) ICI 144- 4' 1-51-1- 121 IBEGIN STANDARD HANDICAP !PACE§--1'— H.C. PAVEMENT SYMBOL (TYP.) CURB RAMP SHALL COMPLY WITH STATE OF FLORIDA ACCESSIBILTY CODE 1994, SECTION 4.6.3(3), PAGE 29. HANDICAP PARKING DETAIL 6' LONG PRE -CAST CONC. WHEEL STOP 6' 1 1/2" rfpE s-1 ASPHALT LIMEROCK BASE (LBR 100) STABILIZATION (FBV 40) 12 15.13 0 LONG 1111-UAW 61JNI,* W111t X\1 \\-(2) #4 BARS 0 12-FROM EACH END, TOP OF BAR TO BE 2' BELOW TOP OF WHEEL STOP. PRE —CAST CONC. WHEEL STOP NOT TO SCALE Strl Width Varies Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shown). 12' Crosswalk Line (Typ.) lk In.) ( PLm VIEW SIDEWALK RAMP DETAIL NOT TO SCALE 0 15 30 60 SCALE: 1 30' WAIVER REQUEST TABLE CODE SECTION REQUIREMENT PROPOSED STANDARD JUSTIFICATION LDC, ARTICLE A SEC. 6-14, C, WATER FEATURE NONE ROW DEDICATION (1), (L), ii. I W g 0 0 0 f'- DO N Ln 0) cf) z: Li z LU Z Ld 0 0 0 • V) 2, Lij LLJ Ld Lj Ld LLJ 0 00 0 V) 0 0 0 > Lj 0 0 0 Q:f > E5 C-5 C5 [if LLJ a-, LLJ O!f Lij n (0 CO < C14 1`0 co 0') ma • C\2 V) Ld 0 I CD L.LJ V) z 0 LLJ II— LLJ z co Uj , Rd O ONE" > UJI cr3 z co CQ < co J w A z LLJ LLI z C.D Z UJI Pon" -i 5; — F4 cr) z 0 U) z W C) Ln U) cn W > Ad Z < '*4 1 C14 U) < Of < 0 -j -j -i LL- U) < m Ld 0 V) Li < :2 0 ir-date: 11/23L/05) sheet no. STORM STRUCTURE TABLE MODIFIED TYPE C INLET 15" MES FDOT INDEX #232 FDOT INDEX # 272 TOP EL. = 119.25 INV. = 111.86 E INV. = 113.30 ORIFICE EL. = 115.00 18" MES (SEE DETAIL, SHEET 7) FDOT INDEX # 272 MANHOLE INV. = 115.00 FDOT INDEX #201 TYPE C INLET TOP EL. = 118.5 FDOT INDEX #232 NW INV. = 113.20 TOP EL. = 115.50 S INV = 113.20 N,S INV. = 111.95 MANHOLE FDOT INDEX #201 TOP EL. = 119.00 NW INV. = 112.80 S INV = 112.80 MATCH EXISTING GRADE 12 ii 0 r. -119.5 X: RA VALLEY GUTTER C"' A,, z �.b 1 x A 1EE:1 S-2 RETENTION POND N 3'x5' CONC. PAD CONCRETE FLUME P.) (SEE DETAIL THIS PHYEET) .0 --115.0 u fir ,-116.0 117.0 ,-118.0 119.0- 1- 19.5 CONSTRUCT TYPE 'D' CURB OVER-OXCAVATE POND B0170M TO EL. Ill 14.0 BACKFIIJL WITH CLEAN SAND TO EL. 115.0 418 LF OF DECORATIVE BLOCK RETAINING WALL W/ 42- BLACK ALUMINUM HANDRAIL (BY OTHERS) 1'� 4 LF 1,l5" RCP @ 0.4% SLOPE V I ROOF IRAIN SIZING: Qmax L'CIA = (0.9)(7")(.482ac) = 3.04 cfs THEREFORE, 18" @ 0.47. SUFFICIENT FOR 5 fps AT THEW OUTFALL. k, LL: EXITING GRADE I b NOTE: M @ GRADE ALL PAVEMENT TO CONCRETE (1% MINIMUM) FLUME HEADS 4 F- V) L0 z 0 0 iv LL- 0 0 A N 0 qS-3 7 1_j �D ALL ROOF DRAINS SHOULD MAN I FO LD TO THIS POINT :< INV STUBOUT EL. 115.50 I�b' 3-STORY BUILDING 21,025 SF PER FLOOR SLOPE IJU MATCH 63,075 SF TOTAL I EXISTING, GRADE 4:1 MA� (TYP.) FFE=1 21 Lu 0 1 A nv LO LL- • ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 C14 X-1 I N `V= 1 15 LF OF 15" RCP @ 0.4% - - - - - - - - - - - - - - - - - - - - - -- �J A . ..... 1 1, 6 2 A, Al I NV= 0 fli A? - - - - -- Ji MATCH EXIS 1 EXISTING GRADE !.;,4 MATCH EXISTING J�l 7.0 N, ............. .... ....... . ........... . ........... Ivi f M ...... ................. ............. .*-.*; .......... . ........... i .. .......... . ........ . ..... *Ii�7 . . .... ..... . ........ ....... ....... .......................... . J ............ ................ ........ I I . ................ ��c . ........... dl ....... . ................... ............. ........... .............. .......... qJ 6 0 '11-*R P .......... ... .. . . . ................... .......... ................. . :NV=' N .......... 1-.................. ............... ............. ....................... ..................... . .................... 7 ..................• X, :NV=-. 12,60 ALL DRAINAGE,, -IMPROVEM�Nl EXISTING ROO'TO REMAIN"' OI COLONIAL DR. 50) ' (HIGHWAY -- -------- --- --------- ---- ------ (150 -- R16117 OF &04)� GRADE - EL=119.60 0.5' 4- L.2- 4"x 4"x 8* SOLID _3000 psi CONCRETE W/ BLOCK BAFFLES 6X6 #10-10 W.W.M. ALIGNED VERTICALLY OVER 6 MIL VISQUEEN SECTION A -A B EL. M EXI! CONCRETE FLUME 6" CONC. CURB 3000 psi CONCRETE W/ 6x6 # 10-10 W.W.M. OVER 6 MIL VISQUEEN NOTE: SLOPE & LENGTH TO VERY ACCORDING TO SITE CONDITIONS. BLOCK BAFFLES POND BOTTOM EL=115.00 SECTION B-B FE Marshall Forms 1 15' 51 VARIES Road ROW jLANUCAPE SEE PLAN BU FER 7 POND/WALL TOP = 119.5 4 MAX POND BOTTOM = 115.00 .7- A ------- T SHYLT = 112.00 MAINTENANCE BERM RETENTION POND SECTION A -A INTERCEPTOR SWALE SECTION 13-13 0 15 30 60 SCALE: 1 = 30' FE 5' 10' L/S BUFFER MATCH 4 1X� -EX i �N G MAX. 111111116wo C) 0 0 r- 00 n U-) 0') cn I-- cn i-- cn F-- 27- LIJ LJj LI-I 00 0 bi LI-I O 0 0 0 00 0 u 0 oo 0 ry Off ry 0-1 LI-I n r.0 OR 0 < cm M co M z: U Ile 0 < in uj n- n 0-1 U-1 U-j • 0�' cQ rn u > z V) z all* 0 LIJ U Lxj z z 03 LIJ C) CL 0 -J LJ 44 Z > 0 z C) CC) < CN2 M _j ..A PM4 Al C; Lij C) LJ Z Lai C) M 0 z U) z w FI C) Lo w > cn 0 • 0 Q- Z P-M 0UJ Z 0 11-- U) w �: < 0 Cr- (n M Of < =Ld (n Of < :2 00 CN K) < 0 -j LL- L.Li 0 0C-) sheet no. 45 • a � d- el0000�� ::Drn _(0 d- �LO �z4z ww Ln C\2 u U LLJ 03 5: cc) zIX w o coo W C; r- 11� Z zj � �— G 0MONO CD CD v UJ W > Lit Q M C co Q Ge) A �a "V � 0 z Q 0 w w Gzl z_ z L z w 1 A U U z 0 _i N I-- z Lo N 18 Q N LrLxBof Vr� 00 M Ul i U Q L L- U 0 I.. O O w O i �- o date: 'ii123I05 E t no. 6 cfl cn co � CN M M rn rn Z W Z W z W 00 O U U U z 0 C) 0 0 0 C) cn O O O W u- O L. O I O U Z3 U W W ry W n- 0_ n < d Lp Ln M � � 1111 I11 LO 7C\2 z W U_ m W � o C� W I— rn Z co W MIN" 0U) J W W Z W 0 c� 0 Az J co a w � o 0 Z W Li Z_ z C� Z d W U � U z 0 1 z w� >c;d z cl `~ Q CM" 0 W C Z cn n Ict :m Q � m Of La O O �O W fn W O Q Q- m 0 date: i '[ I23I05 sheet no. 7 \ N rn rn F- F- w w w ::E ::E :2 U U O z w 00 w C) O 00 00 00 (n > W L, O Li O LL- O � �_ H U C3 !3 Wor- w W n_ n- m W O O O < d\ LO Lr) Y Y = Q Q C� I m m m m 0 o G w ry = o am v LV • LO w W V � Z ONE" W �L � W � T, m z co W CL C) OEM" O .... w z w w a ce) o Aco Z � a w A z W Z z MEMO z w U CO 4-4 z 0 U) H z nU) >� Z N w N Of Q Of p Q l.L Fy -+' O J I. U }• a ._, U) LLI ci=) w Q-� m0 date: sheet no. 8 CONDITIONS OF APPROVAL s 1. The Cityof Ocoee is subject to the terms provisions and restrictions of J P k 17. (a) Prior to this issuance of any build�'ng permits for the real �� 18. Within 180 days of City sewer service becoming available to the property, Florida Statutes, Chapter 163, concerning moratoria on the issuance of property which is thesubject of this Ii reliminary/Final Large the Owner will, at its sole cost and expense, design, permit, engineer and building permits under certain circumstances. The City has no lawful y Scale Site Plan (the "Plan"), the Owner shall dedicate and construct a sanitary sewer lift station in accordance with all requirements authority to exempt any private entity or itself from the application of convey to the City: (i) an approximately twenty—five (25) approximately of the City of Ocoee and any other applicable governmental entities. The such state legislation and nothing herein shall be construed as such an foot —wide strip of the property lying and contiguous lift station will be constructed within the area labeled "Future Lift Station" exemption. to, and along the property's western frontage on the existing on Sheet 6 of the Plan. At such time that the lift station becomes operational, right—of—way for Marshall Farms Road! all as more particularly the Owner will, at it sole cost and expense, disconnect and remove the septic system 2. This project shall be develop in one (1) phase. depicted on this Plan (the "Right —of— ay Land"). The Owner and drainfield for the property. shall provide the City with a Sketch of Description and legal 3. Except as specifically noted on this Ian, development of this property P P Y P P P P Y description of the Right —of —Way Land consistent with the An landscape improvements on the property that are disturbed, damaged or Y P P P P Y 9 shall be consistent with the. requirements of the City of Ocoee Code. Plan. The Right —of —Way Land shall be dedicated and 19, destroyed in connection with the installation or maintenance of any drainage conveyed by the Owner to the City by warranty deed free and improvements, septic tank and drainfield improvements, or lift station and related 4. Nothing herein shall be construed to waive any provision of the Land clear of all liens and encumbrances except for those matters utility improvements by the Owner, FDOT or any other governmental entity shall Development Code except to the extent expressly set forth on a waiver P P P Y acceptable to the City. The form of the warranty deed shall be replaced or restored at the Owner's sole cost and expense. table or explicity set out on the plan. be subject to the approval of the City. The Owner shall, 5. contemporaneously with the dedication and conveyance of the Right —of —Way Land to the City, provide to the City, a current Prior to the issuance of any building permits for the subject property, the Owner Any damage caused to an public road as result of the construction g y P activities related to the project shall be promptly repaired by the Owner to attorneys opinion of title, or a curren� title commitment to 20. will enter into a Sewer Line Extension Agreement with the City, which Agreement the applicable governmental standarts at the Owner's sole cost and ; be followed by a policy of title insura ce, evidencing that fee will provide that the Owner will pay its fair share of the costs of the design, 9 engineering, permitting and installation of the sewer line extension to simple title to the Right —of —Way Land is free and clear of all needed expense, liens and encumbrances except for those matters acceptable serve the subject property and other benefited properties identified by the City. to the City. The costs and expenses 'related to the The fair share allocation will be based on the sewer capacity to be utilized in 6. There shall be no access from the property to any public road except at conveyance and dedication of the Right —of —Way Land, connection with the development of the subject property. This Agreement will the approved locations shown. including the cost of title work, shall be borne solely by the provide for an escrow of the Owner's designated fair share allocation with a Owner. Real property taxes on the Right —of —Way Land shall "tune—up" occuring at the completion of the project to reflect the actual costs 7. All commercial and industrial pad elevation will exceed the 100—year flood be prorated as of the day before the CitVs acceptance of the incurred by the City. Such escrow payment will be paid to the City prior to plain by a minimum of two (2) feet. dedication and conveyance of the same, and the prorated issuance of any building permits related to the subject property. This Agreement amount of such real property taxes attributable to the Owner will also include the provisions contained in Condition of Approval No. 18 requiring 8. All existing structures (including buildings, power lines, existing aerial and shall be paid and escrowed by the Owner in accordance with the construction of a lift station and removal of he septic tank. utility facilities) will be removed and/or terminated prior to or during the provisions of Section 196.295, Flo Aida Statutes. construction of the development replacing those uses. (b) In consideration for the City's advdnce acquisition of the Right —of —Way Land, City will provide ti, Owner road impact fee 9. All legal instrument, including but not limited to, declarations of covenants, credits in the amount of 156,509.52. Irepresenting the current easements and restrictions, articles of incorporation of the property applicable City of Ocoee road impact flees for the development owner's association, and warranty deeds to the association shall be of a 63,075 square foot mini —warehouse pursuant to the Plan. provided to the City for approval prior to platting all or a portion of the Any road impact fee credits provided pursuant hereto may property. only be used in the connection with the development of the property, and for no other purpose. 10. All utilities including electrical, cable, TV, and telephone and including Way Land or as to the tax consequences or deductibility of on —site existing overhead wires shall be placed underground. any donation to the City. (c) The City acknowledges that the road impact fee credits 11. A perpetual, non—exclusive access easement over all internal roadways and set forth above represent less than the current fair market other paved areas is hereby granted in favor of the City of Ocoee and value of the Right —of —Way Land. By approval of the Plan and other applicable authorities for law enforcement, fire and other emergency acceptance of the deed, the City agrees that the fair market services. The City may require that the owner execute an easement in value of the Right —of —Way Land in exbess of the $56,509.52 recordable from with respect to the foregoing. constitutes a donation of land to the !City and that the Owner would not agree to the conveyance of the Right —of —Way Land 12. The Developer shall construct appropriate curb cuts to enable construction for said impact fees credits but' for such agreement by the of ramps at all rights —of —way intersections (and other areas as City. The City will sign the appropriate IRS forms needed to acknowledge such donation; provided, however, that the City reasonably required) in order to accommodate access to sidewalks and makes no representation as to the fair market value of the streets for persons who are in wheelchairs and other persons who are Right —of —Way Land or as to the tax consequences or physically challenged, and otherwise comply with all Americans with deductibility of any donation to the Ci y. Disabilities Act requirements. (d) Notwithstanding the conveyance ofl the Right —of —Way Land to the City, the Owner shall be solely ii esponsible for 13. Parking shall be provided in accordance with the City of Ocoee Land maintaining the Right —of —Way Land unlI it such time as Development Code. improvements are made to Marshall Farms Road within the Right —of —Way Land. 14. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 15. Stormwater management shall be provided consistent with the requirements of the Ocoee Land Development Code and the St. John's River Water Management District. 16. Any future conveyance of less than all of the property is expressly prohibited until such time that a subdivision plan for the property is approved by the City and the property is platted. 0 N 0 0 N 00 r Lf) F- F- F- cw G cwc G cwc G 0 0 0 U U U w w w z 0 O 0 0 U U U cn 0 0 0 Li Li Li w 0 0 0 ry >_ >_ >_ F_ U U U ry Of ry w w w n w n � o UQ LO rn r*r) L0 Q Q m M m m o w U Ne ry U = � Qiin U a Q � o� �0) d- oL0 U w L,J ry 0- CQ Ur W w UCO Z w 'F - ONE" ONE"Cn d, (ZD V w Z o F- rn z m w C) v "Now 0 Cn � z w a 0 Ao Z Ja C) 00 w ck3 CT w z z Z w U U Z 0 F Z � o V) -F-� O Q Z Z 'C✓C a Q w �: to Q � Imo. J N of M N 00 rn Q ry ry O LL_ LIJ 0 0 date: 02I06 sheet no. �7 NOTE5: L All plant materials shall be graded Florida No. 1 or better as outlined under the Cxrades and Standards For Nursery Plants, State Plant Board of Florida, unless otherwise noted. 2. planting mix shall consist of 1/3 Peat or well composted organics, and 2/3 on site soils and shall be thoroughly mixed prior to backfilling planting hole 3. All plantings shall receive Agriform 21 gram tablets, slow release, 20-10-5 analysis, rates of application shall be as per manufacturer's recommendation. 4. All plant beds shall be top dressed with 3' of pine straw or other mulch material as may be specified by the landscape architect. 5. All disturbed areas are to be sodded with St. Augustine sod unless otherwise shown on the plans. 6. Sod areas shall be treated with 6-6-6 fertilizer, 100 % organic, with minor elements_ This fertilizer shall have 40-50 % of it's total nitrogen in a water insoluble form_ Rate of application shall be 20 Lbs. per 1000 s.f. 7 Methods of tree staking indicated on the drawings are suggestions only. The landscape contractor shall use whatever method he deems fit, however, he will be held liable for any damages caused to trees by improper staking methods, (or absence of staking) and is responsible for uprighting and replanting trees which are blown over. 8. In the event of a discrepancy between the drawings and the plant list, the drawings shall prevail. 9. Irrigation system shall be installed. The system shall provide automatic underground irrigation sensor with 100f coverage on site, and a rain sensor. FLANT 1"1,.7ER1AL5 I A5UL,4T1oN SR 50 BUFFER <50'>, (SOUTH) 23420 /f. FRONTAC7E REQUIRED PROVIDED SHADE TREES 5 5 UNDERSTORI' TREES 7 23 EAST P/L (10' BUYER ADJACENT TO OTHER PARCELS) 546.03 If. SHADE TREES ii 11 (2 EX/ST/NCx + 9 CANOPY' TREES) UNDERSTORr TREES 17 17 (15 UNDERSTORY-, 2 EXIST. SPADE)` NORTH UJE67 PAL (25' BUFFER ADJACENT TO PUBLIC STREET) 417.58 If. SHADE TREES 9 g UNDERSTORr TREES 13 13 UJE67 P/L (25' BUFFER ADJACENT TO PU15L /C STREET) 210.31 /F SHADE TREES 5 5 UNDERSTORY' TREES 7 10 PAWIN(S LOT LANDSCAP/N(S (19,381 s.fJlO% = 1,938 s.f: PROVIDED) PARIG/NCa AREA -12 sp SHADE TREES 2 4 UNDERSTORr TREES i 8 BUIL01Na LANDSCAP/Nra ---- BLDa. PERIMETER = 580 If: TREES (UNDERSTORr) 20 20 POND SUFFER LANDSCAP/NCi (ADJACENT TO PARKIN(:, 10' }BUFFER) PARK/N(S LOT PER/METER = 184�04 /f. ( 2 SHADE TREE/100' - 3 UNDERSTOR r/100') SHADE TREES 4 4 UNDERSTORr TREES 6 8 ' 115.0 1 6.0 117.0 (�I� 18.0 III 119.0 IIJI 119.5 11� ( j n-- P Q J ' ..d _ 3—STORY BUILDING 05 :. - 21,025 SF PER FLOOR r*K 63,075 SF TOTAL T i 0 j 1 5„ ji ' — — O COLONIAL DR. (HIGHWAY 50) (150"R10117-0F141A EXIST, 12" OAK TO REMAIN EXIST, 24" PINE TO REMAIN EXIST, 9" PINE TO REMAIN L 1 O.C. — On Center DIA — Diameter SCALE: 1" = 30e DBH — Diameter At Breast Height CAL — Caliper TYP — Typical CONC — Concrete PT — Pressure Treated No — Number B&B — Balled and Burlapped CON — Containerized HT — Height SP — Spread VI — Verify in Field TW — Top of Wall BW — Both ways TREE QUANTITIES: PVC — PE — Poly Vinyl Chloride Poly Ethylene PSI — Pounds per Square Inch TO REMOVE: 2 - 14" PINE Gal — Galy — Gallon Galvanized 1 — 12" PINE Min — Minimum 1 — 30" OTHER Fin GR — Finished Grade 1 — 12 OAK Cant — Continuous 2 - 8" PINE 2 - 10" OAK EXIST. 4", 5", AND 9" OAK TO REMAIN 1 — // EXIST, 6" OAK TO REMAIN EXIST. 6" MAPLE TO REMAIN EXIST, 10" OAK TO REMAIN 4 PINE 1 — 6" OAK TO REMAIN; 1 — 24" PINE 1 — 4" OAK 1 — 5" OAK 2 — 9" OAK 1 — 10" OAK 1 — 12" OAK 1 — 48" OAK 1 — 15" OTHER 2 — 6" MAPLE TO ADD: 25 — LIVE OAK, 4 INCH MIN, CAL, 14 FOOT HIGH, 5 FOOT SPREAD 68 — TREE LIGUSTRUM) 3" MIN, CAL, 10 FOOT HIGH, 3 FOOT SPREAD 624 — FLORIDA ANISE, 3 GALLON CONTAINER GROWN 2,348 — INDIAN HAWTHORN, 3 GALLON CONTAINER GROWN EXIST. 48" OAK TREE TO REMAIN ,EXIST, CHAIN LINK FENCE ON ADJACENT PROPERTY GR❑UND C❑VER:. ST. AUGUSTINE "FLORATAM" GRASS SOLID SOD X EXISTING TREE TO BE REMOVED 0 0 rn w _ 10' OR EDGE OF DRIPLINE _ v Z —' WHICHEVER IS GREATER a o �o 0 BARRIER SHOULD BE EITHER 10 FEET FROM THE TRUNK OF THE TREE OR AT THE EDGE OF THE DRIPLINE, WHICHEVER IS GREATER. FOR THE BARRIER, THE CITY RECOMMENDS SAFETY BARRICADE FENCING. IF NOT AVAILABLE, 1 X2 STRINGERS AND 2X4 POSTS ARE ACCEPTABLE. TREE PROTECTION DETAIL NOT TO SCALE UWDSM DYNWCS INC. herby mum fl S common i�dM endOd"t- 111M dwigm � h thiWid piano not to be rh a y fbr ore �roduoed, dwnged, or copied h any fwm or monnor ehetsomar nor o" they to be osaigad to ony �� PahG t haut fiat abt'.W the mgxsae arittm Permission from LMDSM DVWI S INC. n >'`C� (� �fN N�co. _ °* d 00 U 0 : d- - tL. 01 X o LL i" n 0 ' *, N is U- i al a- N c W N O a_ NOTE: Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior p to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape ' Dynamics, Inc.) f i PVG Sat W W BL - JJMtaP VALVE 150 MINIM eRAPE 56H 80 PVC UNION TO SP'RINIgn;ts Ca AVION WIRE HOT WRE PRFSSLFR R56. VALVE RAM 01W RDY-IDIO FLTER PVG SCH W NIPPLE - 3" GRAVEL. !%W PVC MAIN LME POP ZONE CONVO? VALVE N IIllily,�lsll s r I/2 IJa�fRT TEE - AW TU*a f. tm�)�� fiNW GRADE ' 5/4' sat W PVC ZF NPPLE - cq PVG TEE (5x5xT) PVC 61,16 MMN PVC - POP CONW110N FPZ DEVICE LBJr�N � FRZ l FLOW -► z PALL VALVE M_V. INION 60WRM PAD MNISH SPADE _V. NFRE Lt3J6TH AS REQb - fRGM POG. TO NPR. MAINLINE 13ACKPLOW P \/M10N MVIC� PVC sr" W 90 H1 HUM MFV 5ERES VALUE CENTEEP M OPEJM6 IC RECT. VALVE flit 19NW 6RAPE WIRE CONNECTORS TO 6RzMKLE12S tr 6RAVEL. co PVC 66H W NPPLE GONrRLL WIRES PVC MAIN LINE 6 tt. AO PVC FfiTIN6 PUog CONTRA VALVE a" OR WALK FIFII611 GRAPE HUOM 6 TYFE Ri OR 2 iv KAR-MM PVG - tIOF.E - IG MIN. JW PVC, _541t 15U %K k0 PVC TM G LATERAL LDE Ct" OR WAX a• FINISH 6RAPE -' 8 min.' - e'a 'd fA4TM FR45O6 POP -LP c a KAF-R.EC HGSE - 16r Mlhl AO PVC ET ELL Gat AO PVC TIC -t r--PVC LATERAL LPE fUP,F 5PPAY HW uom FRO" HIGH-PGP I - mart GRADE tlAllz F $AR TTAKgE SOH. W NFRE AMID. i AS f l� OW KA -T D( PVC GRADE - Ia MIN. 5G1 AO PVC C dt ELL %1711. AO PVC T C LATMW LIFE 5HPW3 5PPAY HM2 SCALE: 1" = 30' ;118.0 - - - - = ; 119.0 ------ - I 1 ! 119. 1 25 �2" WIRING SLEEV 4 E if I / 16 15 '-- 4" SLEEVE 1 I I i j I I 2" WIRING SLEEVE i 4 „ SLEEVE1 M 15 1 Q O6 IRE d '' • fir Q _ 3-STORY 1BUILDING ' a 21,025 SFJ PER FLOOR ry 2. y 1 1• 63075 SF TOTAL Q if I i q1 ii ; I ,5 I .4 . F� r 9 10 27 22 I / L' ---- ------ ----- --- i ----------- 2 - .. , !d •air :d'• •• - ----------- ------ - - I - - - - -- --i I - -- ---- - - -- - - - '-I - - --- -- - -- ----- -------------- ---- I I I 3 I ---------------- OI I NI COLONIAL DR. (HIGHWAY 0) I (150' RIG117- OF WAY) IRRIGATION LEGEND: o HUNTER PROS-06 POP-UP SPRAY W/ 15' NOZZLE (ARC AS NEEDED) ❑ HUNTER PROS-06 POP-UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) o HUNTER PROS-06 POP-UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) ® HUNTER PROS-06 POP-UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) HUNTER PROS-06 POP-UP SPRAY W/ 15' STRIP NOZ. (ARC AS NEEDED) • HUNTER PROS-12 POP-UP SPRAY W/ 15' NOZZLE (ARC AS NEEDED) ■ HUNTER PROS-12 POP-UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) • HUNTER PROS-12 POP-UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) a HUNTER PROS-12 POP-UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) e HUNTER PROS-12 POP-UP SPRAY W/ 15' STRIP NOZ. (ARC AS NEEDED) 0 HUNTER PGM-06 PC ROTOR W/ 1.0 NOZZLE (ARC AS NEEDED) O• HUNTER PGM-06 PC ROTOR W/ 1.5 NOZZLE (ARC AS NEEDED) 0 HUNTER PGM-06 PC ROTOR W/ 2.0 NOZZLE (ARC AS NEEDED) © HUNTER PGM-06 PC ROTOR W/ 3.0 NOZZLE (ARC AS NEEDED) ® HUNTER PGP-ADJ PC ROTOR W/ #4 NOZZLE (ARC AS NEEDED) ® HUNTER PGP-ADJ PC ROTOR W/ #5 NOZZLE (ARC AS NEEDED) O HUNTER PGP-ADJ PC ROTOR W/ #6 NOZZLE (ARC AS NEEDED) 0 HUNTER PGP-ADJ PC ROTOR W/ #7 NOZZLE (ARC AS NEEDED) 0 HUNTER PGP-ADJ PC ROTOR W/ #8 NOZZLE (ARC AS NEEDED) B HUNTER HPV-101 REMOTE CONTROL VALVE (s TERMINATION POINT OF SPARE WIRE FROM IRRIGATION CONTROLLER FMI POINT OF CONNECTION - 1" POTABLE WATER METER IH WATTS 9090T - 1' BACKFLOW PREVENTION DEVICE (CHECK LOCAL CODES) © HUNTER ICC-1600-PL HYBRID IRRIGATION CONTROLLER t� MINI-CLIK #502 RAIN SHUT-OFF DEVICE (SEE NOTES FOR INSTRUCTIONS) - - - - - - - MAIN LINE - PVC SCH. 40 - SIZED AS INDICATED LATERAL LINE - PVC CLASS 160 - SIZED AS INDICATED NOTE ALL LATERAL LINES NOT SIZED SHALL BE 3/4" SLEEVING - PVC SCH 40 (SEE IRRIGATION NOTES FOR SIZING) ------------- RAIN BIRD LD-09-12 IN -LINE PRESSURE COMPENSATING DRIP TUBING 06 HUNTER HPV-100 REMOTE CONTROL VALVE W/ PSI-M30 REGULATOR AND RBY-100-150MX FILTER • POINT OF CONNECTION - PVC TO DRIP TUBING n FLUSH VALVE ASSEMBLY 1 STATION NMI* R 2 6 &AI.L" PM MINIM VALVE 01�516NA110N GLlM IRRIGATION NOTES: 1. The irrigation system design is based on a minimum flow of 28 GPM ® 60 PSI at the point of connection. The Irrigation Contractor shall verify available GPM and PSI prior to installation of system. 2. Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, water levels or differences in area dimensions exist that might not have been considered in the design process. 3. Piping may sometimes be indicated as being located in unlikely areas: i.e., in buildings, under pavement, outside of property lines, etc. This is done for graphic clarity only. Whenever possible, piping is to be installed in "greenspace' areas. 4. Pipe sizes shall conform to those on the drawings. Substituting with smaller pipe sizes shall not be permitted. 5. Minimum depth of cover on mainlines shall be 18". Minimum depth of cover on lateral lines shall be 12". 6. Unless otherwise indicated, all sleeves are to be PVC Sch 40 and two (2) nominal sizes larger than the pipe to be sleeved. For example: The sleeve for a 2" pipe shall be 3". No irrigation sleeve shall be smaller than 2'. 7. Wherever practical, install valves in mulched beds and/or out of high traffic areas. All valves, flush caps and wire splices shall be installed in Carson structural foam "plastic" valve boxes as follows: Electric control valves #1419B-12, 12" std. rect. box _ Wire splices 10-12, 10" round pit B. Refer to Valve Designation Symbols for controller, station number and designed flow rate for each control valve. 9. All 24 volt control cable to be UL Listed, single strand, type OF 600 Volt control cable. Size and color as follows: Common wire - size AWG #14 or larger and WHITE in color Hot wire - size AWG #14 or larger and RED in color Spare wire - size AWG #14 or larger and BLUE in color 10. All splices to the 24 volt control wiring shall be made with King Technology (King 6) silicone -filled safety connectors. 11. All control valve wires shall be bundled and taped together at 20' intervals and placed along the side of the mainline pipe. 12. All pop-up sprinkler heads installed flush to grade shall be mounted on flexible connections as follows: 1/2" inlet spray heads - 18" of 1/2" Kaf-Flex PVC Hose 1/2" inlet rotor heads - 18' of 1/2" Kaf-Flex PVC Hose 3/4" inlet rotor heads - 1 B" of 3/4" Kaf-Flex PVC Hose 13. The tops of all 12" high -pop shrub heads shall be installed flush to the height of the surrounding plant material. The tops of all non -pop shrub heads shall be installed 12' above the height of the surrounding plant material. 14. All risers for shrub heads shall be Sch. 40 PVC. Risers that extend more than 24" above grade shall be supported with a #5 rebar stake and nylon cable ties. The stakes shall extend a minimum of 18" below grade. Paint all risers and stakes with flat black point. 15. Exact controller locations) shall be coordinated with an Owners Representative prior to installation. Unless otherwise stated, the Owner shall provide a 110 volt power source at the controller location(s). The Irrigation Contractor is responsible for the connection from the power source to the controller(s). 16. Properly ground each controller to a 5/8" x 8' copper clad ground rod with AWG #6 bare solid copper wire. A proper ground should have 15 ohms or less resistance to earth. Use of multiple ground rods may be necessary to achieve the desired resistance reading. 17. The rain shut-off device shall be installed in accordance with manufacturers specifications and/ or local codes. 18. Any other equipment required that is not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 19. If required, the Irrigation Contractor shall provide the necessary "right-of-way" use permits. NOTE; Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior ------------- to construction rakes contractor responsible for all costs incurred for construction charges, not the owner or his representative (La ndscape Dynamics, Inc.) LANDSCAPE MIMICS INC. hereby remm ITS cmnmon kw cwy w and other property rights In Um pimp, Idem, mn! dawn. These ideas, deAnpe, and plans are not to be reproduced, rfionged, or copied In any form or mm m wha6soeve , rwr ore they to be awkyod to ony third par* without fist obtaining the wpm written permission Imm LANDSCAPE DYNA►SAS X � `fizo ee.X ILL a- ((N)t m i` � 4 r. 0 "j A g .4 4 1> \\\--5NUFFEjR L5OLLAfRD'5 TO 5E f= AGED 4111 I —5ENCH AT OWN EfR F--,EQUE5TEED LOCATION5 PRODUCT: E R 4 5 2 0 ob e�'Mchance L100932 MODEL: 4' BENCH RIB UMMOPErDMM INC.ha*y rwarm tenon Inco"rWarm7"Wthere MOM idew aw designs Thaw = and pans amCOLOR: BLACK whom=W WWWMY third party, without first obtobing the -press -Um Perrn-'Ww hm LMDMWE MANCS iNt DESCRIPTION: SEE PHOTO TO RIGHT /\U WWW.WABASHVALLEY,COM CONTACT MARY LANGSLEY X AT CONTRACT CONNECTION FOR ORDERING INFORMATION 1-800-772-8369 > /r, LO 0 0 PRODUCT: Bollards ao L-,Ll MODEL: 1100-05 /><\ /0 COLOR.- Owners O'`' r ption, any metal must be Black DESCRIPTION - Parking Bollards are 36" high and available in three sizes of galvanized steel including welded cap, Installed \/x/\ permanently or in sleeves with optional locking device, CO HEIGHT: 36" pW WEIGHT: 74 WWW.WABASHVALLEY,COM f2 CONTACT MARY LANGSLEY il AT CONTRACT CONNECTION o E-= FOR ORDERING INFORMATION M: - 1-800-772-8369 U _j W Z PRODUCT.- MF3006 MODEL.- SNUFFER COLOR: BLACK DESCRIPTION.- Classic Ash N Trash waste container with rain cover, Size.- 22" olia, x 39" tall Unit Weight/Unit Capacity: 100 lbs, 30 gallon capacity, Wausau Tile Verify location on Architectural Plans. SITE FURNISHINGS ARE OWNER'S OPTION, COLORS TO BE BLACK, Site f urnishings proposed by city of ocoee code NOTE: Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his repre5entative(Land5cape Dynamics, Inc,) CD NOTES: i. All plant materials shall be graded Florida No. I or better as outlined under the Csrades and Standards For Nursery Plants, State Plant Soard of Florida, unless otherwise noted. 2. Planting mix shall consist of 1/3 Peat or well composted organics, and 2/3 on site soils and shall be thoroughly mixed prior to backfilling planting hole. 3_ All plantings shall receive Agriform 21 gram tablets, slow release, 20-10-5 analysis, rates of application shall be as per manufacturer's recommendation. 4. All plant beds shall be top dressed with 3' of pine straw or other mulch material as may be specified by the landscape architect. S. All disturbed areas are to be sodded with St. Augustine sod unless otherwise shown on the plans. 6. Sod areas shall be treated with 6-6-6 fertilizer, 100 i organic, with minor elements. This fertilizer shall have 40-50 f of it's total nitrogen in a water insoluble form. Rate of application shall be 20 Lbs. per 1000 s.f, 7. Methods of tree staking indicated on the drawings are suggestions only. The landscape contractor shall use whatever method he deems fit, however, he will be held liable for any damages caused to trees by improper staking methods, (or absence of staking) and is responsible for uprighting and replanting trees which are blown over. a. In the event of a discrepancy between the drawings and the plant list, the drawings shall prevail. 9. Irrigation system shall be installed. The system shall provide automatic underground Irrigation sensor with 100% coverage on site, and a rain sensor. Sli_>i;'',C'E i FL,4N7 1„1A7 EfR/AL5 7,45UL,47 /CN SR SO BUFFER (SO'), (SOUTH) 23420 If. FRONTAGE REQUIRED PROVIDED SHADE TREES S S UNOERSTORI' TREES 7 23 EAST P/L (10' 5UFFER ADJACENT TO OTHER PARCELS) i 546.03 If. SHADE TREES 11 11 (2 EX/STiNC + 9 CANOP r TREES) UNDER57ORI' TREES 17 17 05 UNDERSTORi', 2 EXIST. 6l-64DE) i O NORTH WEST P/L (2S' BUFFER ADJACENT TO f=15LIC STREET) 417.Sa If, (f ) SHADE TREES 9 9 UNOERSTORI' TREES 13 13 WEST P/L (2S' BUFFER ADJACENT TO PU5LIC STREET) 21031 If, � Si-IADE TREES S 6 PR❑VIDE LANDSCAPE BERM, Q (SEE SHEET L-2 FOR DETAIL UNDERSTORi' TREES 7 13 = PARKING LOT LANDSCAPIN(S 09,3a1 s_fJiOi = 1,935 9J. PROVIDED) PARK/Na AREA -12 sp SHADE TREES 2 4 UNOERSTORI' TREES 1 21 5U/LD/NCs I ANDSC,AP/NC: SLD(S. PERIMETER = S80 if. TREES (UNDERSTORI') 20 20 POND BUFFER IANDSCAP/Na (ADJACENT TO PARKING, 10' 5UPFER) PARKING; LOT PERIMETER = 164-04 If. ( 2 6(-IADE 7REE/100' - 3 UNDER67ORi'1100') SHADE TREES 4 4 UNDERSTORI' TREES 6 a 85 ri PR❑VIDE LANDSCAPE BERM (SEE SHEET L-2 FOR DETAIL.) ,' 85 n 13 LL (Q-9V I 17 LL QVO 4 QV 3 2 50 LL LL VO I 12 ri 3 3 q 3 :a LL LL •. ; 5 84 VO / 0 e •.• -- • r• • 'p -•� - ° N . VO 4 5 23 i Q V 12 261 56 ;`• LL LL ri ri ARE ESIGNATED AS V,U,A, ` REQUIREMENT OF 2,500 s,f, (2 j ` :r SHADE TRESS & 2 UNDERST❑RY( TRESS PR❑VIDED) 3-STORY BUILDING . 21,025 SF PER FLOOR <; 63,075 SF TOTAL z ti • j I 56 ri 61 59 N VO 3 LL ri 0 28 Y. ri x k� x 3. i °• x 00 X O I� I I i t I ; .•• • 1 6 I :. QV _ --- -- -- >d f; ---- ....EXIST, C� TREE ___- --- - - ---- ---------- -- -- -- -- _ � - LL "'.._____..._.-...--- ---------------------- ---------- .___.._.------- .------- ---- --------------- -- .--_-.-._-__-_--.-- --_—.-------------------- COLONIAL DR. (HIGHWAY 50) (150' R/GHT OF GY,4YJ m m 3) Q V, 2 LL EXIST, 6" OAK TO REMAIN ' EXIST, 6" MAPLE TO REMAIN EXIST, 10" OAK TO REMAIN 1 LL EXIST, 48" OAK TREE TO REMAIN 7 LL 4 QV EXIST, CHAIN LINK FENCE ON ADJACENT PROPERTY SCALE: 1" = 30' LIST of AeeREVIAT/ONs EX157/NCa TREE QU.4N7l TI 5: O.C. - On Center D(A - Diameter TO REMOVE: 2 - 14' PINE 00P - Diameter At Breast Height 1 - 12" P(NE CAL. - Ca l iper l - 30, OTHER TI'P - Typical CONIC - Concrete PT - Pressure Treated TO REMAIN: i - i5, OTHER No - Number 1 - 46' OAK 5-(0 - 5alled and 5urlapped 2 - 12' OAK CON - Containerized HT - Height 2 - 6' OAK SP - Spread 2 - a' OAK VIP - Verify in Field 3 - 10' OAK TU) - Top of Wall 2 - 9" OAK 5U) - 5oth ways PVC - Poly Vinyl Chloride 1 - S' OAK PE - Poly Ethylene 1- 4' OAK PSI - Pounds per Square inch I - 24' PINE C:a I - Callon 1- 61 OTHER (Sa Iv - Caa lvanized Min - Minimum Fin GrR - Finished Cxrade Cont - Continuous 11 WMAPE DYNAH S INC. hereby reserves WS cannon k■ copyw and other prapaty qft W these *M i w and ded gm 1hm ideas, dw4m and plane = not to be mpro&m4 ctwngod, or cWW in any forth or nw+nor Wwteoava, nor am they to be oa*W to any third patK ■#hoot fret obtaining the opm ■ritten penniWm from LANDSUM DYNAMO INC. O i �U Q'?F, - O ` �IIs,,.� ` N , 1\ • N U`f- P< 0 ') 0 O O U- X C i''� d -C O QRevisions Per Comments: Modified Planting on West side of Property due to sidewalk shifting to the west. Modified Planting around Fire Hydrant Eventhough it does not provide 6' clear for Firefighters Added Planting in Planting Island to the south of Trash compactor. Modified Planting on South Side of Property. Modified Plant List to reflect changes on plan. PLANT L 157 30r- AR*r Quant itc4 Symbol Common Name Botanical Name t PROy Size Notes TREES (CANOPI') QV LIVE OAK QUERCUS V/RCxIN/ANA 31 14' H7: MIN. ' 3MIN. 05PS, SPREAD, S' C.T. TREES (UNDER57ORI') Q LL L(C:USTTREE LICUSTRUM LUC/DUM 70 7, MIN. EMOU11-171 P MINRUM 5R a' SPREAD, 4' C.M.T. 5HRU5S vo SUIEET VIBURNUM VIBURNUM ODORATISSUM 638 7 CAL- 36 " O.C., 30, HT, FULL PLANT CxROUND COVER ri INDIAN HAU)THORN RAPHIOLEPIS INDICA 723 3 C 24' O.C., 24' HT. FULL PLANT SOD SOD SAINT AUC-;U57INE STENOTAfi- 4ARUM SECONDATUi"1 NOT CALCULATED FLORITAM PROVIDE PINE STRAW MULCH a 3" DEPTH SWEET VIBURNUM HA5 AN EVERGREEN H451T ALL OTHER PLANT MATERIAL 15 OF AN EVERGREEN VARIETY NOTE; Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc:) T_� CD • • AGRIFORM FERTILIZER TABLETS PLACED A MAXIMUM 4' FROM ROOTBALL AND W-S' BELOW FMISH GRADE LQ REMOVE BURLAP FROM UPPER - 1/3 OF ROOT BALL AND CUT SLITS ON THE REMAINING BALLED 1 EURLAPPED MATERIAL TEI'1PORARI' SAUCER E 4 MAX. ; - SR. 50 LANDSCAPE BERM DETAIL 'DU MBILL' TREE ANCHORS (3-REQUIRED, EQUALLY SPACED) - 2-STRANDS TWISTED 012 SOLID GALVANIZED WIRS - ADJ-A-TYE ROOT BALL TREE PIT -LIMIT OF MULC14 DO NOT CUT TERMINAL LEADER SELECTIVELY PRUNE TREE CROWN GALVANIZED STEEL TUFteUCKLE WITH WHITE SURVEY TAPE FASTENED SECURELY AGRIFORM FERTILIZER TABLETS ,- FINISH GRADE I I I �I - ll PLANTUJG SOIL MIXTURE SOIL MIXTURE PLACED -- � IN T I-E 50TTO t OF THEE - PLANT PIT SHALL BE 1�III-:Y ?� - - =IIr� EXISTINCs SUBSOIL TAMPED PRIOR TO TIE - SETTING OF I REE TO PREVENT SETTLEMENT PLANTING PIT IS TO BE 15 TIMES TIE ROOT BALL TYPICAL STAKING AND PLANTING DETAIL SCALE: N.T.S. TYPICAL SECTION (N.T.S.) 3' MULCH —,,\ NG MIX SHRUB PLANTING (SEE PLAN) AGRPOFd" I FERTILIZER TABLETS FMISFI GRADE =711=iI SOIL MIX WM41ERRASOR5 G112W44IALS GRANNUALS PER MANUFACTURES SF'EC8 SALL OF EART14 1 ROOTS (VARIES) 1=11IL 1=i1(-:— EXISTING SUB SOIL COMPACTED PLANTMG MIX TO PI_AXTMCs PIT IS TO SE PIREVS4T T 15 TIMES T1 E ROOT BALL SETTIJEMEN TYPICAL SHRUB PLANTING DETAL SCALE. N.T.S. SAUCER ,AGRFOW -ERFERI LUM TABLETS art u�tr emu= II�`II`"' �JE JI u u u Ll u=plc-.. ~ AC-11 U Fl;u #s;' TERIQ ASORIS �. t.II irE GRANNUALS --SPECS. CCMPACIPLANTING MIX TO EXISTING SLIB SOIL SETTLEMENT PLANTING PIT 18 TO BE 1-9) TIMES 714E ROM BALL TYMCAL r,- • • QVER PLANTINCI DETAIL N07"3: INSTALLATION NOTES I_ All plant materials shall b graded Florida No. I or better as outlined under LANDSCAPE CONTRACTOR (LC) SHALL BE RESPONSIBLE FOR: the Cxrades and Standarbls For Nursery Plants, State Plant Board of Florida, -ALL WORK AND MATERIALS AS CALLED FOR ON THE LANDSCAPE PLAN. unless otherwise noted. -VERIFYING MATERIAL QUANTITIES ON THE PLAN, PLAN TO CONTROL. -COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 2. Planting mix shall consist of 113 Peat or well composted organics, and 213 -OBTAIN ALL PERMITS AND BONDS TO CONSTRUCT THE PROJECT. on site soils and shall be thoroughly mixed prior to backfilling planting -COORDINATE HIS WORK WITH OTHER CONTRACTORS. hole. -SUPPLYING ALL MATERIALS, LABOR, AND EQUIPMENT FOR H15 WORK. 3. All plantings shall rec analysis, rates of application ive 4griform 21 gram tablets, slow release, 20-IPA-5 shall be as per manufacturer's recommendation. -VERIFY ALL EXISTING GRADES, DIMENSIONS, AND CONDITIONS IN THE FIELD AND BRINGS DISCREPANCIES TO THE ATTENTION OF THE OWNER PRIOR TO COMMENCEMENT OF WORK. .4_ All plant beds shall be top dressed with 3" of pine straw or other -PROTECT EXISTING UTILITIES, SURFACES, STRUCTURES, AND VEGETATION TO BE SAVED mulch material as may be specified by the landscape architect. AND BE RESPONSIBLE FOR REPAIR AND REPLACEMENT. -TREES TO BE SAVED SHALL BE PROTECTED. PARKING OF VEHICLES, MATERIAL STORAGE, SOIL REMOVAL, AND ADDITION OF FILL SHALL NOT BE PERMITTED WITHIN DRIPLINES. ALL 5. 411 disturbed areas are to be sodded with St_ 4ugustine sod unless otherwise WORK IN THESE AREAS SHALL BE DONE BY HAND. shown on the plans. -ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO.] OR BETTER AS IDENTIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, DIVISION OF PLANT INDUSTRY, STATE OF FLORIDA. e_ Sod areas shelf be treated with 6-6-6 fertilizer, 100 n organic, with minor -ALL PLANT BEDS AND TREE SAUCERS SHALL BE DRESSED WITH A MINIMUM OF 2" SHREDDED elements_ This fertilizer shall have CFO-5P) % of it's total nitrogen in a water CYPRESS MULCH OR MINI PINE BARK MULCH. insoluble form. Rate of application shall be 20 Lbs. per 1000 s_f: -LC SHALL WARRANTY ALL TREES FOR 150 DAYS, SHRUBS AND GROUND COVERS FOR 90 7. Methods of trees staking indicated on the drawings are suggestions only. DAYS AND SOD FOR 30 DAYS AFTER ACCEPTANCE BY OWNER. REPLACEMENT MATERIALS The landscape contractor shall use whatever method he deems fit, however, SHALL BE GUARANTEED FOR AN ADDITIONAL 130 DAYS. he will be held liable for any damages caused to trees by improper staking -ALL PLANT MATERIAL SHALL BE ALIVE AND SHOWING GROWTH AT THE END OF THE GUARANTEE methods, (or absence of staking) and is responsible for uprighting and PERIOD. replanting trees which are blown over, -TRANSPLANTED PLANT MATERIAL SHALL NOT BE GUARANTEED. -LC SHALL EXAMINE SOIL OF ALL PLANTING AREAS FOR SUITABILITY TO SUSTAIN PLANT GROWTH 8. In the event of a discrepancy between the drawings and the plant list, the AND RECOMMEND SOIL ADDITIVES/ FERTILIZERS TO OWNER PRIOR TO PLANT INSTALLATION. drawings shall prevail.0 -LSHALL NOT BE RESPONSIBLE FOR PLANT MATERIAL DEATH OR DAMAGE DUE TO FLOODING (INCLUDING HEAVY RAINFALL) LIGHTNING, VANDALISM, AUTOMOBILES, FREEZING WEATHER, 9. Irrigation system'', shall be installed. The system shall provide automatic DROUGHT, WINDS IN ACCESS OF 50 MPH, IRRIGATION FAILURE, OR OWNER NEGLIGENCE. underground irrigation sensor with 100% coverage on site, and a rain sensor. -PROPER WATERING AND MAINTENANCE ARE THE OWNERS RESPONSIBILITY DURING THE GUARANTEE PERIOD. -LC SHALL KEEP JOB SITE CLEAN AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES. -ALL LANDSCAPED AREAS SHALL RECEIVE AUTOMATIC IRRIGATION. -PLANT MATERIAL GUARANTEE APPLIES ONLY TO THOSE PLANTS GUARANTEED BY THE PLANT GROWER AS PROPERLY INSTALLED BY THE LC. -OWNER OR OWNER'S REPRESENTATIVE MUST APPROVE LANDSCAPE AND SOD INSTALLATION IN WRITING (FORM TO BE PROVIDED BY CONTRACTOR) AND OWNER MUST SECURE THE SERVICES OF A LICENSED PEST CONTROL COMPANY IMMEDIATELY UPON COMPLETION OF LANDSCAPE AND MUST NOTIFY OWNER IN WRITING WITHIN 5 BUSINESS DAYS SET CROWN OF TREE 4" ABOVE FINISHED GRADE FIN. GR. IIIIII=lulu=111 II=1111 IIIIII 11111111111= 4r. IIIIII= zx SECTION STAKE (TYP.) PROTECT TREE WITH REINFORCED RUBBER HOSE 2 STRANDS OF 10 GA. GAL. WIRE TWIST TO TIGHTEN 2" DIA. X B' WOODEN STAKE 3" MULCH COVER r- 6 EARTH SAUCER PREPARED SOIL BACKFILL UNDISTURBED SUBGRADE GUY WIRE PREVAILING WINDS TREE LIMIT OF PLANT PIT PLAN SMALL I Ktt PLANTING DETAIL LIST OF ABBREVIATIONS O.C. — On Center DIA — Diameter DBH — Diameter At Breast Height CAL — Caliper TYP — Typical CONC — Concrete PT — Pressure Treated No — Number B&B — Balled and Burlapped CON — Containerized HT — Height SP — Spread VIF — Verify in Field TW — Top of Wclll BW — Both ways PVC — Poly Vinyl Chloride PE — Poly Ethylene PSI — Pounds per Square Inch Gal — Gallon Galy — Galvanized Min — Minimum Fin GR — Finished Grade Cont — Continuous LAtMME DYNO S INC. hereby reserves n oommm I- eanYW and othar Fwaty dob In these pima, ids % and defta. These Wm desigm mid pima we not to be rwm&,cA longed, or cwbd in my form or mama 0whWim, nor we they to be oesigried to any third Patg dhoet fiat obtaining the www mitts permWm f mn LANDSM DYNAMICS INC. ,.CM N U- cis xZ. CL > < C%j O ® x d' �s Ncco 300�C � f f NOTE: Failure to notify Landscape �/Z Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred,. fI,/ for construction charges, not `» the owner or his ;\ representative(Landscape Dynamics, Inc,) ,/�_. FOLEY FOLEY & LARDNER LLP ATTORNEYS AT LAW MEMORANDUM CLIENT -MATTER NUMBER 020377-0762 TO: Carolyn Alexander, Planning Department FROM: Nicholas N. Palmer, Assistant City Attorney DATE: October 6, 2006 RE: West Orange Investments Large Scale Plan Review; Project No. LS-2005-016 (Fourth Round Comments — Quick Staff Review) In connection with the above -referenced project, we have reviewed the following documents: 1. Letter of Transmittal from Vital Designs, Inc. dated September 29, 2006 and stamped received by the City of Ocoee on September 29, 2006 (the "Transmittal Letter"); 2. Preliminary/Final Large Scale Site Plan for West Orange Investments Storage Facility stamped received by the City of Ocoee on September 29, 2006 (the "Plan"); and 3. Sheet 9 of the Plan (Conditions of Approval) received from Greg Hudak on October 5, 2006. This memorandum supersedes our previous memoranda dated January 10, 2006, May 4, 2006 and September 13, 2006. Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. [Repeat Comment] It is our understanding that the right of way land being conveyed to the City should exclude the FDOT corner clip. We note that the legal description and sketch provided includes this FDOT corner clip parcel as part of the right of way land to be conveyed to the City. Accordingly, please provide a revised legal description and sketch of description for the right of way land that excludes the FDOT corner clip parcel. 2. [Repeat Comment] Please provide a current title commitment or an attorney's title opinion letter (the "Title Report") for the right of way land to be conveyed to the City and ORLA_423700.1 :FOLEY FOLEY & LARDNER LLP copies of all exception documents listed therein. The Title Report should reference the same legal description listed on the Sketch of Description. 3. [Repeat Comment] Please provide a draft deed in favor of the City for the right of way land being conveyed. Attached hereto as Exhibit "A" is a form deed acceptable to the City. The Response Letter indicates that the deed will be forthcoming. Please be advised that the City Attorney has not received a copy of such deed. Please do not hesitate to contact me should you have any questions. cc: Paul E. Rosenthal, Esq., City Attorney 2 ORLA423700.1 ITEM NUMBER IV. C Ocoee Pines (formerly known as Whispering Pines) Annexation Mayor S. Scott Vandergrift City Manager Robert Frank ___ -47d-__ . STAFF REPORT DATE: October 4, 2006 TO: Planning & Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner THROUGH: Russ Wagner, AICP Community Development Director SUBJECT: Ocoee Pines (AKA: Whispering Pines) Applicant: Ocoee Golf, LLC Annexation: AR 04-08-21 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation of Ocoee Pines? BACKGROUND: General Location: The subject property is generally located north & west of Clarcona-Ocoee Road, and south & east of Forest Lake Golf Course. Parcel Identification Number: 05-22-28-6432-00-003, 05-22-28-6432-00-004, et al. Property Size: 111 +/-acres Actual land use, and unique features of the subject property: The property is vacant, wooded and undeveloped. There are no unique features on the property. CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The north and west limits of this property touches the Forest Lake Golf Course and to the northeast is Ingram Trails residential subdivision both of which are in the City limits. The two small lots have access easements provided by Plat. The subject property is considered contiguous to the City of Ocoee and, therefore, eligible for annexation. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us Project: Ocoee Pines (AKA: Whispering Pines) Annexation: AR-04-08-21 Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. The applicant is not requesting rezoning at this time. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added] DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed use and size of the parcel, Staff determined that the urban services could be adequately provided to the subject property. Should the property owners choose to develop the property in the future; however, they will be required to make certain improvements in accordance with the Land Development Code. (See attached "Annexation Feasibility Analysis") Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. Upon annexation, the property will assume a Low Density Residential Land Use per the JPA Agreement and the City of Ocoee Comprehensive Plan. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On September 18, 2006, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation of Ocoee Pines as presented. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation Planning & Zoning Commission, acting as the Local Planning Agency, annexation of the +/-111 acres parcel of land known as Ocoee Pines. Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Annexation Feasibility Analysis Report O:\Staff Reports\2006\SR06019_AF_OcoeePines_WhisperingPines_AnnexationZoning_CC.doc , Staff recommends that the recommend approval of the Page 2 of 2 Ocoee Pines (AKA: Whispering Pines) Location Map i HA i r"- II � I JU ES LAKE MEADO w I 9Nr) � 1 i a � w ULTY1 LJ—LLLJJ I N1 A F LAKE MEADO E MEADO H Q U = Q Ocoee Pines (AKA: Whispering Pines) Future Land Use Map Ocoee Community Development Department I inch equals 800 feet 250125 0 250 500 750 Feet Printed: September 2006 13Subject Property Unincorporated Territory Mand Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial k1i Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies iLL • t M �co { 1 s � • t • im CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AR-04-08-21 APPLICANT NAME: Ocoee Golf, LLC & others PROJECT NAME: OCOEE PINES (AKA: WHISPERING PINES This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Antonio Fabre, AICP A. Applicant/Owner 1. Owner (if different from Applicant): Same B. Property Location 1. General Location: North & East of Clarcona-Ocoee Road, and South & West of Forest Lake Golf Course. 2. Parcel Identification Number: 05-22-286432-00-003, 05-22-28-6432-00-004, et. al. 3. Street Address: n/a 4. Size of Parcel: +/-111 acres C. Use Characteristics 1. Existin Use: Vacant 2. Proposed Use: Single- & Townhome Residential Subdivision 3. Density / Intensity: Approx. 4 dwelling units/acre (gross) 4. Projected Population: 1,029 D. Zoning and Land Use E. 1. Orange County Future Land Use: Low Density Residential (Rural) 2. Orange County Zoning: Agriculture "Citrus Rural' (A-1) 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: Planned Unit Development (PUD) t;onsistenc 1. Joint Planning Area Yes 2. Comprehensive Plan: I Yes FIRE DEPARTMENT Chief Ron Strosnider 1. Estimated Response Time: 3-5 minutes 2. Distance to Property: 2.8 miles from Station 28 on Clarke Road 3. Fire Flow Requirements: 500 gpm. Page 1 of 3 C Applicant Name: Ocoee Golf LLC & others Project Name: Ocoee Pines (AKA: Whispering Pines) Case #: AR-04-08-21 POLICE DEPARTMENT Chief Steve Goclon 1. Police Patrol Zone / Grid / Area: North Zone/Gird 78A 2. Estimated Response Time: 3-5 minutes for emergencies. 3. Distance to Property: Approx. 2.5 miles 4. Average Travel Time 7-10 minutes normal drive time. IV. ECONOMIC VALUE Antonio Fabre, AICP 1. Property Appraiser Taxable Value: Unknown, due to the large number of parcels assembled for this project. 2. Property Appraiser Just Value Same as above. 3. Estimated City Ad Valorem Taxes: Same as above. 4. Anticipated Licenses & Permits: Same as above. 5. Potential Impact Fees: Same as above. 6. Total Project Revenues: Same as above. V. BUILDING DEPARTMENT Antonio Fabre. AICP 1. Within the 100-year Flood Plain: I No I VI. UTILITIES David Wheeler_ P_E A. E Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: Yes 4. Location and Size of Nearest Water Main: 8-inch line west of West Road and 6-inch on Croomia Court; 1 block south and parallel to Clarcona-Ocoee Rd. . Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: Yes 4. Location and Size of Nearest Force Main: 8-inch gravity main on Croomia Court; 1 block south and parallel to Clarcona-Ocoee Rd. 5. Annexation Agreement Needed: Yes C. Other 1. Utility Easement Needed: Yes 2. Private Lift Station Needed: Yes 3. Well Protection Area Needed: No Page 2 of 3 C Vill Applicant Name: Ocoee Golf LLC & others Project Name: Ocoee Pines (AKA: Whispering Pines) Case #: AR-04-08-21 TRANSPORTATION Antonio Fabre, AICP 1. Paved Access: Yes 2. ROW Dedication: Yes, for the Clarcona-Ocoee Road re -alignment and widening. According to "Construction Plans for Clarcona-Ocoee Road from Ocoee -Apopka to East of Clarke Road", date stamped 12/04/02, the right-of- way needed will be 130 feet or 65 feet from centerline. 3. Traffic Study: Yes 4. Traffic Analysis Zone: 543 . PRELIMINARY CONCURRENCY EVALUATION Antonio Fabre, AICP At this time, adequate transportation capacity exists; however, this condition A. Transportation: may change and will be subject to a concurrency evaluation during the site Ian approval process. At this time, adequate park/recreation capacity exists; however, this condition B. Parks / Recreation: may change and will be subject to a concurrency evaluation during the site Ian a roval process. At this time, adequate water/sewer capacity exists; however, this condition C. Water / Sewer: may change and will be subject to a concurrency evaluation during the site plan approval process. Any extensions will be the responsibility of the applicant The applicant will be required to handle the stormwater on -site, according to D. Stormwater: the City Code and the St. Johns River Water Management District regulations. At this time, adequate solid waste capacity exists; however, this condition may E. Solid Waste: change and will be subject to a concurrency evaluation during the site plan a royalprocess. Actual impact fees will be calculated during the site plan approval process. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments n/a X. CONSISTENCY WITH STATE REGULATIONS: Antonio Fabre, AICP The proposed annexation meets Ch. 171 requirements since access is provided to two small lots by recorded (Ocoee Pines) Plat. Page 3 of 3 ITEM NUMBER IV. D Oak Trail Reserve PUD Preliminary Subdivision Plan •- - --rI- _ Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: October 5, 2006 TO: The Planning and Zoning Commission Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 FROM: J. Antonio Fabre, AICP, Senior Planner per/ THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Oak Trail Reserve PUD - Preliminary Subdivision Plan Project # LS-2005-012 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan (PSP) for Oak Trail Reserve PUD? BACKGROUND: Oak Trail Reserve PUD is located on the northeast quadrant of the intersection of Clarke Road and Clarcona-Ocoee Road. The PUD was officially approved by the City Commission on August 17, 2004 for a maximum of 140 dwelling units. The Future Land Use designation is Low Density Residential, which allows up to 4 dwelling units per acre. The subject property is currently undeveloped and is partially covered with trees mostly on the south side of an isolated lake/wetland and along the eastern boundary area of the property. The remainder is open field. The surrounding land to the north has been developed as large acreage residential, zoned R- 1AA; to the west is vacant treed (mostly citrus grove) land zoned R-1AA; to the east is vacant partially treed land zoned R-1AA; and to the south is Clarke Road with vacant land in an unincorporated county enclave on the west side of the road and on the east side of the road is Orchard Park Subdivision zoned R1-AA. DISCUSSION: The subject property is approximately 38.6 acres in size of which 3.6 acres are designated as conservation. The Preliminary Subdivision Plan proposes 45 single-family residential lots and 52 townhomes units with associated infrastructure. As a result, the PSP as presented has a total of 97 dwelling units which does not exceed the underlying land use density cap. The maximum gross residential density is 3.6 dwelling units per acre. The Preliminary Subdivision Plan layout has the townhomes on the southern portion of the site and to the north the single-family portion. The approved PUD requires a minimum lot size of 75 feet by 125 feet and 26 feet by 65 feet for the townhomes portion of the site. The minimum dwelling size for the single-family portion is 2,000 square feet and 1,500 square feet for the townhomes portion. Oak Trail Reserve PSP October 10, 2006 Planning and Zoning Commission Meeting Page 2 There are approximately 3.2 acres designated as conservation/retention (Tract "D") which includes an associated 25 feet upland buffer. The isolated wetland (Tract "C-1 ") to the south and center of the site is proposed to be used for an environmentally enhanced stormwater retention area, and the developer states that wetland mitigation is to be provided for impacts into the jurisdictional wetland for stormwater retention. St. Johns River Water Management District (SJRWMD) will review for acceptability as it relates to water quantity and water quality. Use of the isolated lake and wetland would involve mitigation of all wetlands replaced within the retention pond area and adjustment to the 100-year floodplain elevation and 25-foot buffer area. The PSP includes the extension of Clarke Road in order to create a proper intersection consistent with the City of Ocoee Comprehensive Plan and Orange County roadway improvements plans. Accordingly, the property owner will provide additional road right-of-way for the widening of Clarcona-Ocoee Road/West Orange Trail (Tract "G" 0.66 acres and Tract "P" 0.166 acres), and the northward extension of Clarke Road (Tract "F" 2.1 acres; 110 feet wide). This action will result in a remnant parcel (Tract "E") that will be dedicated to the City. Tract "E" parcel is triangular in shape and consists of approximately 1.6 acre of land. It is located between Hobson Road Clarcona-Ocoee Road and the northward extension of Clarke Road. This tract will serve as a mini trail head park. Oak Trail Reserve PSP will have two (2) access points into the site; one which is from the northward extension of Clarke Road near the wetland, and a second one, approximately 600 feet north of the south access point. Both access points will utilize the extended Clark Road. Future utilization and improvements on the Clark Road extension and realignment improvements will also be facilitated by the Arden Park Subdivision developers. Orange County will be providing the water and sewer service while solid waste and reuse water service will be provided by the City. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Oak Trail Reserve PSP on September 18, 2006. There were minor technical issues to be addressed from the City Attorney, Engineering Department and Planning Division that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. In addition, the applicant was made aware of the following issues: • The City will require some sort of assurance from SJRWMD as to the mitigation and stormwater plan for the isolated lake/wetland; • The Development Agreement (as it relates to the Clarke Road extension) will have to address the funding, timing and coordination with the Arden Park Developers. After discussion was completed, the DRC voted unanimously to recommend approval of the Oak Trail Reserve PUD Preliminary Subdivision Plan, subject to the changes discussed being made to the plans ahead of the Planning & Zoning Commission (on October 10, 2006). A revised Preliminary Subdivision Plan (date stamped September 27, 2006) incorporates the DRC's requested changes. Oak Trail Reserve PSP October 10, 2006 Planning and Zoning Commission Meeting Page 3 STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend Approval of the Preliminary Subdivision Plan for Oak Trail Reserve PUD, as date stamped received by the City on September 27, 2006. Attachments: Location Map; Future Land Use Map; Zoning Map; Typical Pond Cross -Section Exhibit; Oak Trail Reserve Preliminary Subdivision Plan, date stamped September 27, 2006. OAStaff Reports\2006\SR06043_AF_OakTrailReservePSP_P&Z.doc Oak Trail Reserve PSP Location Map MCCORMICK TROUT LAKE LAKE SIMS RI HTI LAKE MEADOW LAK�_ C Q Ocoee Community Developm Department 1 inch equals 1,320 feet 440220 0 440 880 1,320 Feet Printed: Sept/2006 13 Subject Property Unincorporated Territory Mand Other Municipalties Low Density Residential Medium Density Residential High Density Residential arri Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies •; ,�► �► �ss..� �µ �' �' x • - � i . , . i a ,. ,�, �* ,. . • r 4 ! i.. � l".. + e • tl t� a � f i � + 1 �' Y i i 1 i 1 t �' 0 � p i t Y ! 1 • i Nt '� ti * 1 M i ( i � I• � � � wyµ ♦ � ! uj CO M r±A 16 40 Mid TOTAL GROSS ACREAGE ±38.62 ACRES WETLANDS t3.6 ACRES NET ACREAGE ±35.0 ACRES EXISTING ZONING PLANNED UNIT DEVELOPMENT (PUD) EXISTING FUTURE LAND USE DESIGNATION LOW -DENSITY RESIDENTIAL (MAX. 4 DU/AC) PHASING ONE PHASE DWELLING UNITS 97 MAXIMUM DWELLING UNITS 140 APPROVED PER PUD ZONING MAXIMUM GROSS DENSITY 3.6 DU/AC OPEN SPACE 30% * (ACRES + BUFFERS) BUFFERS 0,984 AC POND 4.379 AC CONSERVATION 3.197 AC TOTAL 8.560 AC * A COMMUNITY MEETING ROOM AND RECREATIONAL AMENITIES WILL BE PROVIDED TO MEET THE CITY OF OCOEE'S LAND DEVELOPMENT CODE. UTILITIES WATER SERVICE ORANGE COUNTY FIRE FLOW (500 GPM) AVG. DAILY USE (t97 X 350 GAL.)= 33,950 GPD SEWER SERVICE ORANGE COUNTY AVG. DAILY USE (t97 X 300 GAL.)= 29,100 GPD PUBLIC ACCESS ROADS THROUGHOUT PARKING SINGLE FAMTOWNHOM SILY MINIMUM OF 2.25 SPACES P RNIUNIT MINIMUM OF 2 SPACES PER UT - 1 27ASPACES +D 27DU(52fU135)= 101 MINIMUM LOT SIZES FOR 75' X 125' SINGLE FAMILY RESIDENCES MINIMUM LOT SIZES FOR 26' X 95' TOWNHOUSE UNITS MINIMUM DWELLING SIZE OF UNITS SINGLE FAMILY 2,000 SQ-FT TOWNHOMES 1,500 SQ-FT BUILDING SETBACKS (MEASURED TO THE WALL OF BUILDINGS) SINGLE FAMILY FRONT 25' REAR 30' SIDE 7.5' SIDE ADJACENT TO ROW 25' TOWNHOMES FRONT FROM ANY ROW 20' REAR 15' SIDE (INTERIOR) 0' SIDE (END UNITS) 20' BETWEEN MAXIMUM BUILDING HEIGHT 35' BUFFER REQUIREMENTS: MIN. WIDTH BUFFER TYPE: CLARKE RD. / HOBSON RD. 10' PLANTING WITH 6' BRICK WALL TROUT LAKE ROAD 10' PLANTING WITH 6' VINYL FENCE OR 6' BRICK WALL WEST ORANGE TRAIL 10, PLANTING WITH 6' VINYL FENCE OR 6' BRICK WALL NOTESi 1. ONE COMMUNITY MEETING ROOM WILL BE PROVIDED FOR THE PROJECT (740 SF). 2. RECREATION AREAS TO BE WITHIN TRACT '0' AND OPEN SPACE AREAS AND MAY INCLUDE: SWIMMING POOL, PEDESTRIAN TRAILS, ATHLETIC FIELDS, TENNIS COURTS, BOARDWALKS, TOT LOTS AND PICNIC AREAS. 3. PEDESTRIAN TRAILS, BOARDWALKS. AND STORMWATER RETENTION SHALL BE ALLOWED WITHIN THE 100 YR. FLOOD PLAIN FOR RECREATIONAL PURPOSES. 4. STORMWATER MANAGEMENT CRITERIA SHALL CONSIST OF AN ON -SITE RETENTION POND WHICH WILL COMPLY WITH THE CITY OF OCOEE, THE WATER MANAGEMENT DISTRICT AND THE CITY OF OCOEE ANNEXATION AGREEMENT. OCOEE ;FLORIDA OCTOBER 11, 2005 Revised. SEPTEMBER 26, 2006 W. KEENE ROAD g o s SITE MCCORMICK ROAD TROUT S L LAKE SImS z% LAKE MEADOW PRARIE LAKE LOCATION MAP OWNER SURVEYOR z I$ TINKLEPAUGH SURVEYING SERVICES, INC. CENTER LAKE PROPERTIES 260 W. PINELOCH STREET 379 W. MICHIGAN STREET, SUITE 208 ORLANDO, FLORIDA 32806-6133 ORLANDO, FL. 32806 PHONE: 407-859-3550 PHONE: 407-422-0957 FAX: 407-650-0303 FAX: 407-422-6915 PRESIDENT: JIM CARUSO CONTACT: RICHARD GONZALEZ APPLICANT GEOTECHNICAL ENGINEER PINELOCH MANAGEMENT CORPORATION, YOVAISH ENGINEERING SCIENCES, INC. THE OWNER'S CORPORATE GENERAL PARTNER 953 SUNSHINE LANE 260 W. PINELOCH STREET ALTAMONTE SPRINGS, FLORIDA 32714 ORLANDO, FLORIDA 32806-6133 PHONE: 407-774-9383 PHONE: 407-859-3550 FAX: 407-774-7438 FAX: 407-65D-0303 PRESIDENT: JIM CARUSO CONTACT: RICHARD GONZALEZ CIVIL ENGINEER ENVIRONMENTAL CONSULTANT PROFESSIONAL DESIGN ASSOCIATES, INC.MODICA AND ASSOCIATES, INC. 3191 MAGUIRE BLVD, SUITE 190 310 ALMOND STREET ORLANDO, FL 32803 CLERMONT, FLORIDA 34711 PHONE: 407-898-1530 PHONE: 352-394-2000 FAX: 407-898-2644 FAX: 352-394-1159 '14 SHEET INDEX I COVER SHEET 2 CONDI-TlONS OF APPROVAL 3 GENERAL NOTES 4 PRELIMINARY SUBDIVISION PLAN 5=7. UTILITY. DRAalN4GE a? • mlt' TREE SURVEY 12 13 MASTER LANDSCAPE ■ • LIGHTING PLAN 14=24 LANDSCAPE DETAILS r&-,.'5=27' TRACT LAYOUT 28 GENERAL DETAILS 29 TOPOGRAPHY & BOUNDARY SURVEY yJ John P. Smith, PE #63423 I '. \ I I I I % \ \ ( f cri cri \ (viz n� \ Io r_ I I I r WZ % \ \ I oz AM i \ �rn �o �� \ \ I �O I Z� i' \ \ I =M =� I GRAPHIC SCALE \ I �Z I g I \ O 1 C € 100 0 so 100 200 400 1 SITE BENCHMARK \ _ NAIL AND DISK IN PAVEMENT % \ I cri 1 o iTt [ MARKED "rP 35" ; \ I . \ I o � I = - WEST LINE OF THE NORTHEAST 1 /4 I (IN FEET) I ELEVATION = 113.93 % C ' \ _ - I \ OF SECTION 33, TOWNSHIP 21 SOUTH, 2 OVERALL BOUNDARY DISCRIP11ON: \� \ o I RANGE 28 EAST T, I\ I I 1 each = 100 ft. I That onion of Section 33, Townshi 21 South, Ran a 28 East, and that onion % \ I Z o m � POINT 0 F BEGIN ' ING NORTHWEST CORNER OF c� Q I p P 9 P �� \ WEST LINE OF THE NORTHEAST 1/4 '� I " " of Section 4, Township 22 South, Range 28 East, Orange County, Florida OF SECTION 4, TOWNSHIP 22 SOUTH, �'' N FND 6"x6" CM PARCEL 2, EXHIBIT A , �. REC IRON ROD SITE BENCHMARK I N 00 4' UNDER PAVEMENT I ORB 5123, PG 120 .� C� ( SITE BENCHMARK described as follows: ` ^ \ LB # �2910 RANGE 28 EAST NAIL IN WEST FACE 00 i T, SOUTHWEST CORNER OF THE I N00"05' 1 1 "E SET 1" IP "",, NAIL IN WEST FACE � ` t (0.01 W, 0.25 S) OF POWER POLE (� EAST 1/4 OF SECTION 33, LB #3778 � I . Begin at the Southwest corner of the Southeast 1/4 of aforesaid Section 33; ; \ NOR ELEVATION = 90.76' 4 TO NSHIP 21 SOUTH, RANGE 28 I' T 594.20' ELEVATON P 93.74' thence North 00' 05' 11 " East along the West line of the Southeast 1 /4 of /,.. , /W ED.I,CATION. FO�1ND .FOR S PORTION. OF OB I - - - -.: - - .,-.....- - - - - - - - - - 1-•• .. .... . ,,. „ N SON R D _... L.::. ........:.:....:........... . _...... - a. , ;.r : .; . ;.. ,... 1. the T..,.- . e of " "' s: 00 feet South rl 3 for 594.20 feet to a oint I in Y � Section 3 ; -c80 P Y 9 it 1 4 of Sectlon 33, the Southeast � '� � '•' � II e Southwest 1 4 of �� '` Northwest corne / .. .... _ .T rcel No. 2 described m Exhibit : sold oint also been the Northwest c PFIAI_ ;' , f the Official Records of Oran e ♦ ,•- ---` - Official Record Book 5123 Pa a 120 0 9 _------- -- - ----- - - - - A 9 \ \ , .._�.... ,-+ram_ �..::. - -. __ �•- --_ __- __ i-- ` T T -�T _.-T '..��T �u.T �T '•�T �T -Ti 'F� ._-:7�`-.T �Y'•.. T lT Tf--� ■ i �D.:. ■ ....: 7 East alon the northers bounds of - - - _ orth 6T 40 3 rY thence N Y Count Flondo 9 ..... ,. r. :.. .:., � ::�.,;::. :. J'' ., ..: , �� _ f .� ".,-Try Y.:. , i. , z ; .. ,:....: et Of O \ �J :,• Y=MS 42 : 3 .46 feet to the East line of the Wes 4 . o : ! .,: / `'-.. `. a' r :' REC IRON ROD said Parcel No. 2 for 2 ♦ soDta,44:� , _ / / o, T / s ,� i \ :. N ! R-1110.0 ;i T87.49 , w Section 33 thence North 00 \ e ast 1 4 of said , Southe LB # 910 Southwest 1 4 of the " c� _ / $ n n 1 ,4 i? / I I 2 the / 4:. .. ,. /. L 22.1a� I� ,;. N00 ©:5 °:1 E ��' uth line of the ♦ \ ; : , . r / a ''': 05 11 East aeon said East line for 787.49 feet to the So \ \ \ ;o I ; ;z , / ,�, N g ♦ \ ':. 1 :O .F °° ` o / , :. is o d -+ EAS L E 0 : WEST 30 EET 0 '^I _ (V „. / ! - i o r r - �.. �, BAR�E�WIRE ,:.:, heast 1 4 of Section 33 z ♦ a \ :, t-� co , o , ` et of the Southwest 1 4 of the Sout \ o I North 15.00 fe / I . >: I O ,... A... F`'THE 50UTH Sf: 1` 4`'.OF HE. / •. / o \ \ ; E - s f :.,.� _o - --.. - 5ET 1 ,:IP / : ( 1 ............. :o cC? 36 - s ,�w € :crfi < : * FENCE (`Ilft?IG1I r - - line of Trout Lake Road accordin to the plat ♦ t \:°� -1 Q i c� II and the Souther) ri ht of wa 9 II ♦ \0 �'., . , r ' " Qj Y 9 Y o. 2 / , , , r :r,':.: 5 UIHEAo,.T'.:1'.:4 F''SECTIO4 \ r 2 5, . r 6 i II .: rn LB•....#3778, /. i Records o:.. o• • "'.1 e i Plat Book 3 Pa e 9 of the Public � N ., 'r '�' ! r i�:-" � TO SHIP•..21. 50U H�': RAN' E`;2 EAS7< .�•�`` r I of TROUT LAKE ROAD as recorded m 9 0 ♦ \ 11 " ,-. o _ _ 5I ; f o o I r f r o I REC IRON ROD : ; 'i ! : 9 15 east alon said South line f ce South 89 3 : r L r , a e Count Flondo then 9 \ % r Q' LP „ 29:,1%0 0 of Oran \ '1 / / i� N N # o a7: 9 Y <� f ; , N QE IG W i C- , �• .•� O �a ;;" , . n ; . : r-• - - t Lake Road for 1296.90 feet to the �; 1 and souther) ri hts of wa lin ♦ \ oo. , r r 0 , ............. 0.1''7..W, 44 N , cA II � \ o 1 r I f thence \ {: : : - � rrn .......... O ... .. ',. ': :..... �p :.,r :.; �, `; t�. I of the Southeast 1 4 of Section 33, / �, `YPT f the Southwest 1 4 f' o S o r - East line o / / ♦ �, 6 ` o } I i a t 1 i 0 i „ tl` � �. , for 182.76 feet to the Norther) a ,i„ , t aeon said East line Y , > o<. �� Sou th 00 10 58 Wes % 9 "0. f V O 71 s C to RAIL ROAD form ere h ♦ / CSX '.' ere the i. form � E the We st Oran e Trail Y of ounda b Y .. ry 9 `F •o ♦ r 0 0 \ fn'fn fn i a of the West .�5 rther 1 b ound e no ♦ • E1`� th o thenc e aeon i cY.. E RAILR OAD• rY rn' ATLAN TIC COASTLIN Y o 0 , 9 k 481 4 Pa e s c� s Boo � ord S Rec _ I ficial : i 1125A Of 9 ID ... bed in P arce \ . s descri t , Tra i I a ♦ -1 a e , 0 ll Or n '( •5� a' . w 9 `n t ,�' o s `L'�.. 0 N ♦ G IC i e Publ � _� e3 955 of th o Pa :; 004 ':�': ord B ook 5 Fz m 'al Rec I 4 Office P rcel 12 �` 816 and Pa 9 \ <.;�. 3 ♦ ao 1 ">m / un Southwester) r I- ses. r `. ,.. : : ,:. ., o : < �.. ,,: . ,.,. ............ r rn ecords of Oran a Count Flondo the followin tour Y ., 2! thus of s a ra ♦!�, � vm `�Y \ I ha \ ncave So uthea stet / arc of a circul 9 � '" ' aeon the Y .. ; N .:. `� ��;� ' w ITi AI(E 9 APPROXIMA O 0 1r.. :m 0 ( Q h a central o West and .... , .. .: ;..... ; :. :. ':, �,., ..,.,..... ........... 1303.24 feet a chord bearing of South 33 00 22 9 i-L7 o : UMti'S OF.. of o ♦ 1 co " cO.. II ?1 e Sou ,RIG O I n enc thenc � � � FLOOD :ZONE A :. int of Ta \ �� t to the Po , or 540 .30 fee / ',. 14 f Y � of 2 3 45 9 i a f r . \ rr =� 0o I •z I „ cave '•.. ", , ;\ �:. •... .. .,.... - :. e con •:. � . �`: u ... ) .. '.. ;, ,, .• :,. '<. cular cury X MATE. O m Point of Cu rvat u re w ith a cir APPRQ i 0 feet `� r 175.7 4 est fo \ , rn %' / / / haven a radius F id curve MC!'S sa 1- ' o th e a rc of . •..: ,:� .: r a I n .. then ce Sou thweste I 9 orthw ester) _ n :i r r _ Y r Z I South / 0 ZONE C. o then �> : ♦ '- 5.90 feet i 52 fo r 45 �''•'�, of 09 r- •° o a le �s central n � ' 4.79 and a I 9 r•r.. 1 O : s" N « `', it �. `'; •: � t ., I coon with .. ....,. e rse � � �- �' feet to . ief or 5. 00 � � radial I n on a �. i East al ♦ -�' 39 23 0 . € 59 1 9 N sous z -�. e rev ;. :..< ; ,:........ th \ N 1 0 :': with .... :. ( :. `<. =: concentric a� and bean �1- ,:' '•:....:...., I i cave n orthwesterl P e con � ,: ar cury o cri circul .. c� c' haven N i 1 sa id curve 11 ...i `: c of II : -i ' the ar stet) aeon 9 ,F; .:, :.,: ... rice So uthwe / 00 the iD � : d curve• ~'• '"� cube :. '. :. �: ':. ': .. '': �. w des 9 / � 1, Y \ „� a• II 1 c S '�� co . w O 8.28 feet to the / o �'' �.. : ; cri �-. `: for 20 . 08 :.. : : : 12 /. » a central an le of 04 � � .. .. - : � : : ,.. : �._ radius of 2839.79 and g �I w ti4 tO/Z to _ i / f 0o I i t 14� ith a Po n feet w ,.�� .02 � ��. for 290 >�• 32 4 5 West '�`': South 34' v hence o o'nt o f Tan enc t ...... 9 Y / .C� ss �.. 1 i : to 0 s of I D radiu , � .. a 9 ter) h avi n � Nort haves ••..\ cave e con o°:. �. circular cury 9 mob`.. Cury ature of a Y of X MA / 1 9. ,1, �o i/ Z the W est I ine m,'-.. feet to .: , 15. ., : tW for 7 - I'tS; OF' ; 12.02 and a ten tral an le o f 25 c� 9 o' s r� m' o •e"c m � p •P it : 0. � r ZONE rC esaid OQ afor `:` rice de art cri the ; II n 4• ♦ r" : • said Sectio "•:::' °;":..: �. - fafore 9 4 o P east 1 ,. of the North %/ z 6 5 rT10 n „ , da �N 8� N st alo -� Ea 4 c rn 27 08 �- `� 01' �-` No rth '% s% ':I w� � it run 9 0 Tra - ou an e , the W est Or `:• da of �!�:.. �� t ere boun ., N orth O • 9 - 33 Y rY 2 5 26 1I .q o �? x t Be i nnin omt Cfl the P a .69 fee t to , 719 9• Q id W est li ne for 9 7 sa ;/'` _ o� -� z [� ,f ,� 4 r�,... .: l o i.: Z7 .: A R 1612. 02 0 1 N z.. c� i _1 E O' '� r':. T1' O t7 .-0 s / O< ^C I G') - H I N II ` r` ' F::. lJ I� ore o r less. , / , II ci c es m - 8 62 a r `'.� Con tain in 3 -G� �` m 1 , rn z 'il 9 v. O - 5.83 _ L 71 '.r II hl 07 m ` i V �:I f « SO <18•. Q j.. f' i': co I o t �1 /., v I -i v s;r: r 1 :a ` i� O N 1� o /' o. / B50 f rn T00 t$ 0 0 N : : r a r o '11 n a tG .•.„ I rn ROD m REC IRON � r o r r k7 i / i I W I �+ m :• RS N OTES: EYO o URV r >� `- S o 291 LB � � S � c� u1 E 0.09 S 6 sP �` 0.37 ' 0 :r ALS C�` i � i I � 0 D D Crl ON RO � �• an a 28 R EC IR % f th R ,• i 22 Sou � �� wnsh a� Fz To i 04 0 Se coon , 4 of / t 1 9 :\.' th eas , Sou P ,•r m t e � m of h � f st I in e Q. We v I on the r% s ba sed O �t7 1 ea tin r' 1 B a� 1': i , g b f 41 ) B 47 <, en ' L of / f 0 n s , u i` I I tes Inc. n soda i � L ockiln �. arlln ��,' sur ve b H ♦ bea rm on � um ed 9 � � ass Y �` an Y 0.23 N ,' I n 37 W II OS W 9 ��; S 0 1 27 i been ) - E ast as � � 9 9 r v rn I I � ♦ r I ry �'J O des cri I � atches the le al -� rid which m ; a c' P 9 �- I I ; .r° , r� f r r/' ♦ :, ao .. e O % �1 Q m ' r if "� yy o :: � ... l : o . I SITE BENCHMARK , • ate Ma for Oran e , : , � . m -G, . % :: .: /,� f :. �� r ent A enc Flood Insurance R g \, o as O d t th F d I E enc Mono em g y P ♦ � � ♦ r o Z .' I � LINE TABLE LINE LENGTH BEARING Ll 90.70 S31.25'37'W L2 52.79 S18.30'27'W L3 32.51 . . SBl 00 47 W L4 44.09 • . . S15 4133 W LS 51.38 S 7 • • • 2 59 45 E L6 30.50 • . • S2 4 9 417 W L7 29.02 S34.18'O2'E LB 32.21 S67 . . 16 29 E L9 34.59 N69.13'39'E L10 37.46 N73.41'31'E Lil 2 . 8 30 . • • N40 42 47 E Lit 2 .91 2 • • N83 47 28 E L13 8B.80 S76 • 56 26 E L14 39.62 • I I S7 2 32 53 E L15 70.58 74 . . S 10 03 E L16 53.47 • . • N88 15 41 E L17 9 . 113 . . . N70 2413 E L18 51. 26 . • . N39 02 20 E L19 39.24 • I • N23 28 24 E L20 93.25 N 05 48 00'W L21 53.28 • i • N33 58 21 W L22 B5.9 9 . . N43 04 44 W L23 4 .9 1 1 N10 08 28'W L24 4 . 6 08 .. N34 03 23 E L25 61.35 . , N09 55 59'W L26 5.6 3 • , • N64 1412 W L27 1.63 7 • • S6 26 34'W L2B 3 37 • i • S52 3105 W L29 4. 3 5 . . S77 43 32 W L30 7. 1 . . S77 09 42 W L31 5B.9 . . S65 47 46 W L32 70.90 S52,25'20'W L33 69.60 S39.47'S5'W 2 Accor m o e e era met y g NAIL AND DISK EMENT o ` ' :co. ', , g c�-,. f :... M • ♦ :. :', : ` N . I Flood ",u . `' ed June 15 1984 this site Iles in Ci7 .. o. 120179 0175 C Ma revis f , ARKED "fP 37 Count Florida Commun it Panel N P M ',',.\ :. .� .. _ .. ......_..; :..... / " I :. , TI 10 .89 r. ; I s,:';. '...,, /; % / ;.::.: , : to I Imal floodin Flood Zone A Is ELEVA ON 1 +.. :� , , } ::. ; :.., ....... r / r ; : �" e C Is defined as areas of min g )ood Zon .... ..... -•. '•.. � • '.. �'.. :.:. <. ' ... , -: ;•' :. .� ... �, ., . �, ; � i i. O Zones C A and A10 . F `°'-;� of determined. and factors n :., ..... .. :.: •: /:r -r,; ',.... r co ood elevations and flood haz v S •... �... , r : a,.., : rn . areas of 100 ear floo d base fi ♦ �o ..::, r:r ,, d as o i` define y ., : , S , - Z: U1 ' s and f lood hazard factors 6 ;P ar flood base flo od eleva tion � Flood Zone A10 Is defined as areas of 100 y CONCRETE - . ,..' ; '..... r -.1 +.. .., Q ,..... ♦ ,f ,:t determined. .. I : ; , .., ,: APPROXI TE : r : :s � <,. : r r , 1 aria em :.,. based on Feder al Emer en c M -� ons 9 ... o ...... ... ....: fL170D ZONE�A .. ,. nes shown hereon area roxim ate locate 9 Y \':.. •.... ...:.. ,., ,.. ,.... .. .. ... ...... .................... ,,, ; Flood Zo � : .. , PP i r ( . :. r' to Ma s. "I od Insurance Ra . \ "` ,f, enc Flo 9 Y \. ..r Q., r. ..,. ' I ., : ; : : :: .. i... .. .: : i I s I -i ,r,r • ` .: / -}�( )f • ke in the West Face \: o m,' o,:. i `I oadSl . enchmark R207002 bem a Ral p ., of 4 Elevations based on Orange County B # 9 ..,.. r',, �... '� �' -. _ :. , obson Road t575 f eet North of Clarcona Ocoee Road. - "'-- - - le on the East side of H �... .. of a Power o\� _ .. S' .... ;'.... P 39.7..9 28 u r ................. % ;. .' 1>` : ; -b 85 evation 90.756 feet ... :.. , .. : : � ... : .... .. S ....... .,�, ° � �'�:"::::::<................. \\ % _ $.28 'I . ,. -. ... ... '. it •..... .. fr%."+.. ,r ':., .. ter:` � F`'N has no knowled e of \ r,r. u rve or " ........... I .,. etland locations shown hereon w ere set b Modica on 04 04 00. S y 9 0 S ;:'' .......... n b an a I scab) e urisdictl onal a encies. t ' of the wetland limits shown he p J acce tance Y Y P l ` P z.. : ,... „ ; . ' ' o ;o o � • r,. S5 39 ::...o �: I i are based u on location of paint mark) g I .. '''r=`'''' ' on area roximate and P f:: .., ;. \ .. o ';. _; 1oac v n �.... n '<: I 6 Underground utilities shown here pp -... , Z �, _�....... �.:.. ::... : C Q ..... o T-.. 1. . du for o rno '"d or their re resentatives and have not been g tom an ses.. --'� rn.. I . s laced b the res ondin unlit P \ , or fla 9 Y P o .. :<." : .. n , '" �, • viced b tom antes who have not r� al utilit lines set REC IRON ROD RAh�I _' F 41 �'... t a ma not exist addition Y P \ .......r,.. ',., :.. <� m' o C/J �: ............ `... € field verrficatlon. There m Y� Y Y :-..,r. `'. I. L 9.. 5 0 9 t - o `'': {. s 10 ,. -1 ` I. : ; a res onded at the time of this y P wE S2 0.14E 0.12S \ ; i R-23. .79.. 1 'iP�. ( ) .. ,.... ... s7 II \\ - r i r... b'':. :. , . p , : ON LISTING \; ,.:: :::.. .., " .1, 4...55,.90 c�� :S I °� ... I TEST WELL NOTE ABBREVIATI �\ ; ; ': ' . PT o I ' f APPROXIMATE s' T �/ ". . 6 ` : :r, : %` .., : : rn _ L E G E N D % \.:. _: s .:::: :. \ :. o -_ 5;: � rn � I LIMITS of r p _ CENTRAL ANGLE % , I o '.: ,,. �� o I I . FU]0 ZONE "C IF No NATURAL GROUND EI EVA71ON IS GIVEN, : : : :. RADIUS cv :. : \ .....,...... d �., I ''..1 R - \. .:,,:.-< . : : PIPE HAS BEEN BRO 0 AT G OU LENGTH ORMER GAS VALVE .. : i'' ',I ,. KEN FF R ND LEVE ARC POWER TRANSF N ROD Dd REC IRO \ / S ;,; L ,1!` ® ,: , h. I. , . . .: "-� , ; . . . o a SIGN 9 0 ,:.......... o _: CB - CHORD BEARING -�- LB #2 1 ,\ j' cri . �y FIRE HYDRANT ALSO \ I s ' i' ...... d : I I'll C = CHORD - T BURIED TELEPHONE LINES `: ! . [' ... Z REC IRON ROD % I , , : '; "' rn ''•: .r" TB - TANGENT BEARING o r • 1 ;, x�t LIGHT POLE - TV - BURIED TELEVISION CABLE I ; ;<.: ,.:' 'rn , �, �'' € CM - CONCR ETE MONUMENT LB #4741 ; j i .'•...... v ,': ti 1 I>,; APPROXIMATE 0.05'W 0.10'N i I i UMITS OF H BASIN P BURIED POWER CABLES ( ) o .B PL AT B OOK CATC ' i P o ;` FU70D Z i ONE A 10 J N PAG E B URIED G A5 LINE PG. GAS U� \ :1 •,.� .- I OJ i`' r' + ot" POINT ON LINE - - ' o„ <;j ::';.r, \ ` o m m POL M WATER VALVE wl WATER LINE m:,.;,..,. r'` / ; /' PCP - PERMANENT CONTROL POINT I/V 1 ,, / o c .r REC IRON ROD I 1 i € i'' , ;., ; BACK FLOW PREVENTOR - "` PRM - PERMANENT REFERENCE MONUMENT ® DRAINAGE MANHOL E- i i i f f' '`' \ g CONC CONCRETE 1 r ` , : : . . ; - OF CURVATURE r r : : - r` .' +� o , PC POINT - ALSO COMPOUND CURVATURE MANHOLE r , 1 ,` , ' ! POINT OF OFFICIAL RECORD BOOK REC IRON ROD y : t f s 4\ - f. 23 , / r r :'` r NAIL IN NORT NEST J; o, : , EVERSE CURVATURE LB #4741 - 3b , , , PRC POINT 0 S SANITARY MANHOLE PG• PAGE f, / O . , ; ' ' r , ; i� o FACE OF POWER POLE , 0.07 W 0.02 S I \ r , , , - T OF TANGENCY ( ) ' , "�...._ I. POIN �. PT , ' , , L-54 o o.. a - 1 "�3 I - UTILITY WIRES : ,, r r , 0 LEVATION = 73.09' , I PI = POINT OF INTERSEC11ON orlw OVERHEAD ❑ TSB TRAFFIC SIGNAL BOX ; E r f pa r OBSERVATION WE \ NT - NON -TANGENT ® - C. CALCULATED c cAL � �.. •; r � ,' ,:' l ; ; `; �� ,rr`' GB�=S33°�0 22 UcT..................._�'• � �`�''�, I PLS PROFESSIONAL LAND SURVEYOR , TELEPHONE MANHOLE i ;` r';f / f ; ` r' ;' r- \ ;.:. N = LICENSED BUSINESS (M) / MEAS. MEASURED % ` ;r r TELEPHONE RISER ' r N -WAY ®TR PLAT DIMENSION +� R W RIGHT -OF P PLAT -�. i f .' i N = CENTERLINE POWER RISER SITE BENCHMARK . - - - - - - - - - - - - - - - - - - - 8 EB . : , : r i i r' O �� :: ESCRIPTION DIMENSION • r ()/ ,:. FOUND EST F O ,• - NAIL IN W ACE , : r" FND - f `" "� , h ,, o: r s. s. : r r , .:,.::.': ❑CR CABLE RISER \ ' �'''`' NT ARC LENGTH OF POWER POLE I EASEME L , , OFFCIAL RECORD BOOK IDWM WATER METER RADIUS - f� f . ORB - R ELEVATION - 108.33 I \ r 2.76 - EAST LINE OF THE SOUTHWEST 1/4 .....• '"""'""-'. ` 'r:r,:::::•....: -°,_ _............:... ....._ SECTION 27-23-30 = SECTION 27-TOWNSHIP 23 SOUTH- RANGE 30 EAST ❑APB MAIL BOX CH CHORD i--._ %\ OE THE SOUTHEAST 1/4 OF SECTION 33, ""11...1"•11'r "'`I O.U.C. = ORLANDO UTILITIES COMMISSION SCV SPRINKLER CONTROL VALVE DELTA o cri ( \ TOWNSHIP 21 SOUTH, RANGE 28 EAST \ C.C.R. = CERTIFIED CORNER RECORD 0 Z-na % \ TOC = TOP OF CASING GUY WIRE PC POINT OF CURVATURE i REC IRON ROD SET 1" IP \ LB 2910 ' / o N M_ i REC IRON ROD REC IRON ROD # I LB #3778 tC ALSO ALSO rn 0 i \ \ LB #2910 LB #2910 REC IRON ROD NG = GROUND ELEVATION WOOD POWER POLE PCC POINT OF COMPOUND N _i r ALSO (0.05'W, 0.29'N) ALSO (0.04'W, 0.29'N) I I REC IRON ROD (UNDERGROUND FEED) CURVATURE MO z LB #4741 EL = ELEVATION f�UF Z rn \ REC IRON ROD REC IRON ROD , I LB #2910 WOOD POWER POLE PT POINT OF TANGENCY P' w o \ \ APPROXIMATE LB #4741 LB #4741 (0.43 0.71 S) I (0.05'W, 0.32'N) PRC POINT OF REVERSE � w -n I % LIMITS OF r (0.23 E, 0.15 S) (0.28'E, 0.22 S) \ \ TREE L E G E N D �CPP CONCRETE POWER POLE CURVATURE = 1 \ FLooD ZONE C ty CENTERLINE :rn % APPRoxlhlp`TE P PINELOCH MANAGEMENT CORPORATION O" 0 (SIZE)" OAK � SEWER VALVE ® PUMP =o k \ ��' FFLOOD ZONE rA-10" TInklapaugh M CD CEDAR E ELM P I P.O. BOX 568367 MAG MAGNOLIA P PINE 1 FLAG POLE HANDICAP PARKING �� I 9 \8/24 0 ADDITIONAL BOREHOLE LOCA71ONS - T05E74 RWM C ORLANDO, FLORIDA 32856-8367 N / � i� SURVEYING SERVICES, INC. BC BLACK CHERRY PM PALM LOCATED WETLAND FLAGS Florida 32806 OFFICE BB BOTTLEBRUSH MP MAPLE cn- 8 12/2%4 i TD4G05 HJM 379 W. Michigan Street, Suite 20$ o Orlando, OREHOLE LOCATION & SYMBOL (8-24-05) c� i LOCb1ED TEST WELLS 260 W. PINELOCH STREET HC HICKORY CAM CAMPHOR PB-1 */' �I, 1 7 10118104 ; T>74E1D ADA Tele. No. (407) 422-0957 Fax No. (407) 422-6915 ORLANDO, FLORIDA 32806-6133 TREE UNKNON TYPE OF TREE E EAR NG=76.9 �_ BOREHOLE DESIGNATION & GROUND ELEVATION 6 4-1- 04 UPDATE ET04 B4i EASEMENT KLH LICENSED BUSINESS No. 3778 PHONE.• (407) 859-3550 FAX.• (407) 650-OJOJ 5 09124103 UPDATE OF W DABND LOCATION CB I hereby affirm that this survey represented hereon is true and correct to the best of my knowledge and belief. It has been prepared in PROJECT: SAPP PROPERTY UPDATE OF TOPOGRAPHIC SURVEY accordance with the Standards set forth in Cha ter 61G17, F.A.C., FIELD BY RW DATE•• 05 05 00 SECTION 33 TOWNSHIP 21 SOUTH RANGE 28 EAST 4 06/26/03 TD3Cr7 ce P p P / ORANGE COUNTY FLORIDA f TOPO. INFORMATION REMOVED, ursuant to Cha ters 177 and 472, Florida Statutes. Unless it bears BOUNDARY AND TOPOGRAPHIC SURVEY SECTION 04 TOWNSHIP 22 SOUTH RANGE 28 EAST 3 06/04/03 TAKINGS ADDED T03B50 CB the signature and the original raised seal of a Florida licensed TITLE: TOPOGRAPHIC SURVEY SET GRADE STAKES surveyor and mapper this drawing, sketch, plat or map is for ORANGE COUNTY FLORIDA 2 05/23/03 TO3B5D ce informational purposes only and is not valid. DRAWN BY e.BrOwn ORDER NO.: TOOB50 DATE: 01-14 03 UPDATE OF TOPOGRAPHIC SURVEY 1 O1/14/03 TO3AO7 CB P.L.S. No. 3517 SCALE.• 1 » = 1 00' SHEET 1 OF 1 PROJECT # REt/lSION ,� NO. DATE REVISIONS BY GERALD F. LIVERNOISE DATE:• FILE No.: SX-6985 i CONDITIONS OF APPROVAL 1. THE PROJECT WILL BE DEVELOPED IN ONE PHASE. 2. ALL COMMON AREAS WILL BE OWNED AND MAINTAINED BY ONE MASTER HOMEOWNERS ASSOCIATION. 3. WATER AND SEWER SERVICE WILL BE PROVIDED BY ORANGE COUNTY. AT THE TIME OF PLATTING, EASEMENTS WILL BE PLACED OVER SERVICE LINES AND DEDICATED TO ORANGE COUNTY. 4. A MASTER REUSE WATER SYSTEM WILL BE INSTALLED FOR IRRIGATING COMMON AREAS AND RESIDENTIAL HOMES. PLEASE NOTE THAT THIS ONLY APPLIES FOR THE TOWNHOMES. SINGLE FAMILY HOMES SHOULD EACH HAVE A REUSE METER. 5. PROPOSED ROADWAYS WILL BE PUBLICLY DEDICATED. 6. THE STORMWATER SYSTEM WILL BE DESIGNED IN CONFORMANCE WITH THE CITY OF OCOEE AND SJRWMD STANDARDS. ALL STORMWATER PIPES, INLETS, MANHOLES AND STRUCTURES WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF OCOEE. ALL STORMWATER POND TRACTS. INCLUDING LANDSCAPING WITHIN THE TRACTS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE CITY WILL HAVE A STORMWATER DRAINAGE EASEMENT ACROSS THE STORMWATER POND TRACTS. PONDS WILL BE UNFENCED. SIDE SLOPES WILL ADHERE TO THE CITY OF OCOEE LAND DEVELOPMENT CODE. 7. SOIL INFORMATION IS PROVIDED BY ORANGE COUNTY SCS. 8. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 9. ALL LANDSCAPED AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. 10. NO RV OR BOAT PARKING WILL BE PROVIDED WITHIN THE SUBDIVISION. 11. OPEN SPACE BETWEEN TOWNHOME UNITS, WHICH IS NOT PART OF AN INDIVIDUAL LOT, SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 12. ALL ON SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE SHALL BE PLACED. BELOW GROUND. 13. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION BY WARRANTY DEED AT THE LIME OF PLATTING. 14. A HOMEOWNERS ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND FACILITIES, UNLESS OTHERWISE NOTED. 15. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 RELATING TO COMMUNITY MEETING ROOMS. 16. BUILDING SETBACKS FROM RETENTION AREAS SHALL BE 15 FEET FROM THE TOP OF BANK. TO THE SINGLE FAMILY DEVELOPMENT ONLY. 17. EXCEPT WHERE OTHERWISE PROVIDED, THE DEVELOPMENT STANDARDS IN R1-AA ZONING WILL APPLY WITHIN THIS SUBDIVISION 18. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION POND TO THE HOMEOWNER'S ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECTS STORMWATER MANAGEMENT SYSTEM (SWMS). INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) THE ENTIRE SWIMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (II) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNER'S ASSOCIATION, (III) THE HOMEOWNER'S ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD, AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (Iv) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE HOMEOWNER'S ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNER'S ASSOCIA11ON IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 19. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE SUBDIVISION (THE -DECLARATION") SHALL CONTAIN A PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO DO SO OR SHOULD THE HOMEOWNER'S ASSOCIA11ON FAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. 20. THE DECLARA11ON SHALL CONTAIN A PROVISION GRANTING THE CITY OF OCOEE THE RIGHT , BUT NOT THE OBLIGATION, TO MAINTAIN AND REPAIR THE STORMWATER SYSTEM SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO DO SO AND SEEK REIMBURSEMENT FROM THE HOMEOWNER'S ASSOCIATION. OR FROM THE DEVELOPER IF (I) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED. OR (ii) IF THE DEVELOPER IS STILL RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER SYSTEM. 21. THE DECLARATION SHALL PROVIDE THAT THE HOMEOWNER'S ASSOCIA11ON SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. 22. THE DECLARATION SHALL CONTAIN A PROVISION THAT AT THE 71ME OF TURNOVER OF CONTROL OF THE HOMEOWNER'S ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE STORMWATER SYSTEM ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE AC71ON IS REQUIRED, THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANTS EXPENSE AND TO POST A CASH BOND WITH THE HOMEOWNER'S ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 23. THE DECLARATION SHALL CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 24. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE ENTITY ACCEPTABLE TO THE CITY OF OCOEE IN THE EVENT OF DISSOLUTION OF THE HOMEOWNER'S ASSOCIATION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE HOMEOWNER'S ASSOCIATION. 25. THE DECLARATION SHALL SPECIFICALLY PROVIDE THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL EN11TY WITHIN THE SUBDIVISION SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE HOMEOWNER'S ASSOCIATION. 26. PROPOSED FACILITIES WITHIN THE RECREATION AREA WITHIN TRACT '0' SHALL INCLUDE A COMMUNITY MEETING ROOM AND MAY BUT IS NOT REQUIRED TO INCLUDE SWIMMING POOL, TOT LOT WITH PLAY EQUIPMENT, PICNIC SHELTER, AND A COURT GAME AS FACILITIES. THE COMMUNITY MEETING ROOM SHALL BE A PERMANENT STRUCTURE HAVING A MINIMUM OF 740 SQUARE FEET OF MEETING SPACE FOR A 98 UNIT DEVELOPMENT WITH AN ADDITIONAL 5 SQUARE FEET FOR EACH ADDITIONAL UNIT UP TO A MAXIMUM OF 1,000 SQUARE FEET OF MEETING ROOM SPACE. 27. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEEL CHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH DISABILITIES ACT ('ADA-) REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 28. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS AND SIDEWALKS ALONG CLARCONA-OCOEE RD., CLARKE RD. AND HOBSON RD. ALONG ALL OTHER PERIMETER PROPERTY LINES AND ALL TRACTS TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 29. A COMPLETE TREE SURVEY OF THE SUBJECT PROPERTY SHALL BE COMPLETED 11WITH THE PRELIMINARY SUBDIVISION DEVELOPMENT PLAN, PURSUANT TO CITY CODE. THE TREE SURVEY WILL INCLUDE ALL TREES OVER 8"DBH OR LARGER EXCEPT FOR CITRUS AND PINE TREES, AND DESIGNATE ALL TREE TYPES FOUND. 30. UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE. 31. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO HOMEOWNER'S ASSOCIATION DOCUMENTS SUCH AS ARTICLES OF INCORPORATION, BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT TIME OF PLATTING ALL OR A PORTION OF THE PROPERTY. 32. ALL SITE LIGHTING, INCLUDING PARKING LOT AND COMMON AREAS WILL COMPLY WITH THE LIGHTING STANDARDS IN SECTION 6-14 OF THE LAND DEVELOPMENT CODE, NOT TO EXCEED THE FOLLOWING ILLUMINANCE LEVELS - AVERAGE ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 2 ; THE MAXIMUM LEVEL OF ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 7. 33. THE DEED RESTRICTIONS FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING ALL LOTS WITH FENCING TO HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE. 34. THE DEED RESTRICTIONS FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING LIMITATIONS ON THE SIZE AND PLACEMENT OF ACCESSORY STRUCTURES AND PRIVACY FENCES IN CERTAIN REAR YARDS. THE SPECIFIC REAR YARDS AFFECTED BY THESE LIMITATIONS WILL BE DETERMINED IN THE FINAL SUBDIVISION PLAN APPROVAL PROCESS. 35. IF ANY WETLANDS ARE REMOVED BY RAISING THE 100 YEAR FLOOD ELEVA1ION WITHIN TRACT 'C'. THEN THEY SHALL BE REPLACED WITHIN THE NEW POND DESIGN. 36. IN THE EVENT ANY RESIDENTIAL PORTION OF THE PROPERTY IS GATED, ONE OR MORE MANDATORY ASSOCIATIONS SHALL BE CREATED TO OWN ALL COMMON AREAS. PRIOR TO, OR AT THE TIME OF PLATTING, AN EASEMENT SHALL BE GRANTED TO ALL UTILITY SUPPLIERS FOR INGRESS AND EGRESS TO THE PRIVATE TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES, AND TO THE CITY ENFORCEMENT AND EMERGENCY PERSONNEL FOR INGRESS AND EGRESS TO THE PROPERTY. 37. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 38. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AND/OR THE WEST ORANGE TRAIL AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 39. AN OVERALL SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN AU_ RESIDENTIAL SALES OFFICES. 40. APPROPRIATE SIGNAGE WILL BE PROVIDED ON NON -SINGLE FAMILY RESIDENTIAL PARCELS AS NOTIFICATION TO FUTURE SINGLE-FAMILY LOT PURCHASERS OF THE INTENDED USE OF THE PARCELS. SIGNAGE WILL BE A MINIMUM OF 32 SQ FT AND PLACED IN LOCATIONS APPROVED BY THE CITY OF OCOEE. 41. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 WHICH REQUIRES THE INCLUSION OF COMMUNITY MEETING ROOMS AS AN AMENITY FOR RESIDENTIAL SUBDIVISIONS. 42. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 43. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED AT TIME OF PLAITING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 44. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER AT THE DEVELOPERS SOLE COST AND EXPENSE PRIOR TO CERTIFICATE OF COMPLETION BEING ISSUED AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 45. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 46. THE CITY OF OCOEE IS SUBJECT TO THE TERMS. PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. 47. AN EMERGENCY ACCESS EASEMENT TO ALL RETENTION PONDS AND ALL DRAINAGE EASEMENTS WITHIN THE PROJECT SHALL BE GRANTED TO THE CITY OF OCOEE FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY OF OCOEE, TO ENTER UPON THE SUBJECT PROPERTY OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM EXCEPT FOR THE PORTION OF THE DRAINAGE SYSTEM OWNED BY THE CITY AS SETFORTH IN CONDITION OF APPROVAL 6 ABOVE. 48. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. 49. ALL ACCESS RIGHTS TO CLARKE ROAD, CLARCONA OCOEE ROAD, HOBSON ROAD, TROUT LAKE ROAD, THE WEST ORANGE TRAIL AND PUBLIC ROADS WITHIN THE PROJECT, SHALL BE DEDICATED TO THE CITY OF OCOEE AT THE TIME OF PLATTING EXCEPT AT APPROVED LOCATIONS. 50. THE DEED RESTRICTIONS FOR THE TOWNHOUSE PORTION OF THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING THAT THE GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE STREETS WITHIN THE TOWNHOUSE AREA, EXCEPT IN DESIGNATED PARKING SPACES. 51. THE DEED RESTRICTIONS FOR THE TOWNHOUSE PORTION OF THE SUBDIVISION WILL INCLUDE LANGUAGE INDICATING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHOULD BE STORED IN THE GARAGE, BUT IF THEY ARE STORED OUTSIDE THE GARAGE, THEY WILL BE SCREENED FROM VIEW WITH DECORATIVE FENCE AND OR LANDSCAPING. 52. SHORT TERM RENTALS (RENTAL TERM LESS THAN 6 MONTHS) SHALL BE PROHIBITED IN THE TOWNHOME SUBDIVISION. THIS RESTRICTION SHALL BE INCORPORATED INTO THE HOA DOCUMENTS AND SHALL ALSO BE ENFORCEABLE BY THE CITY. 53. DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THAT CERTAIN ANNEXATION AGREEMENT DATED AUGUST 21, 2001 AND RECORDED IN OFFICIAL RECORDS BOOK 6332, PAGE 3000, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. NOTHING HEREIN SHALL BE CONSTRUED AS AN AMENDMENT TO THE ANNEXATION AGREEMENT. THE ANNEXATION AGREEMENT SHALL CONTROL IN THE EVENT OF A CONFLICT BETWEEN THIS PLAN AND THE ANNEXATION AGREEMENT. 54. TRACT 'C-1' SHALL BE DESIGNATED AS A WET BOTTOM POND. TO RETAIN THE 100 YEAR FLOOD VOLUME WITHIN THE POND AREA AND SHALL SERVE THE STORMWATER NEEDS FOR THIS DEVELOPMENT, THE CLARKE ROAD-HOBSON ROAD EXTENTION, THE WIDENING OF CLARCONA-OCOEE ROAD AND THE PARCEL CONVEYED TO THE CITY NORTH OF CLARCONA-OCOEE ROAD AND WEST OF THE FUTURE CLARKE-HOBSON ROAD EXTENSION. 55. THE CITY MAY REQUIRE AT THE TIME A FINAL SUBDIVISION PLAN IS APPROVED FOR THE PROPERTY, THAT ONE OR MORE TURN LANES BE CONSTRUCTED BY THE DEVELOPER. 56. THE DEVELOPER SHALL CONSTRUCT A 6' HIGH BRICK WALL ALONG CLARCONA OCOEE ROAD, AND THE CLARKE ROAD-HOBSON ROAD EXTEN11ON AND ALONG THE ENTIRE WESTERN BOUNDARY OF THE PROPERTY. ALL WITHIN THE 10' WALL AND LANDSCAPE TRACT SHOWN HEREIN. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE WALL AND LANDSCAPING WITHIN THE 10' WALL AND LANDSCAPE TRACT EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE INTERIOR OF THE WALL SHALL BE MAINTAINED BY THE ADJACENT LOT OWNER. 57. THE DEVELOPER SHALL CONSTRUCT A VINYL FENCE ACCEPTABLE TO THE CITY ALONG THE NORTHERN PROPERTY BOUNDARY OF THE PROPERTY AND ALONG THE WEST ORANGE TRAIL, ALL WITHIN THE 10' BUFFER SHOWN HEREON. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE FENCE AND ANY GRASS OR LANDSCAPING ALONG THE FENCE EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE INTERIOR OF THE FENCE SHALL BE MAINTAINED BY THE ADJACENT LOT OWNER. 58.1 THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACTS 'G' AND 'P' (CLARCONA -OCOEE ROAD/WEST ORANGE TRAIL TRACTS) WITHIN SIXTY (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY E REQUESTING THE SAME, BUT IN NO EVENT LATER THAN THE DATE OF APPROVAL OF A FINAL SITE PLAN OR PLAT FOR ALL OR A POR11ON OF THE PROPERTY. 59.1 THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT 'F' (CLARKE ROAD-HOBSON ROAD TRACT) WITHIN SIXTY DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, BUT IN NO EVENT LATER THAN THE DATE OF APPROVAL OF A FINAL SITE PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. 60.1 THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT 'E' (CONVEYANCE TRACT) WITHIN SIXTY (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, BUT IN NO EVENT LATER THAN THE DATE OF APPROVAL OF A FINAL SITE PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. 61. WITHIN THIRTY DAYS OF RECEIPT OF THE WRITTEN REQUEST FOR ANY CONVEYANCE OF LAND SET FORTH HEREIN TO THE CITY, THE DEVELOPER SHALL PROVIDE THE CITY WITH A METES AND BOUNDS LEGAL DESCRIPTION AND SKETCH OF THE DESCRIPTION FOR THE LAND TO BE CONVEYED, SAID DESCRIPTION AND SKETCH BEING CERTIFIED TO THE CITY AND SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY. THE LAND SHALL BE DEDICATED AND. CONVEYED BY THE OWNER TO THE CITY BY WARRANTY DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE WARRANTY DEED SHALL BE ` SUBJECT TO THE APPROVAL OF THE CITY. THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE LAND TO THE CITY, PROVIDE THE CITY, A CURRENT ATTORNEYS OPINION OF TITLE, OR A CURRENT TITLE COMMITMENT, TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE TO THE LAND IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS TION TO THE LAND, INCLUDING THE COST OF THE TITLE WORK, SHALL BE BORNE SOLELY BY THE OWNER. REAL PROPERTY TAXES ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE AND DEDICA SHALL BE PRORATED AS OF THE DAY BEFORE THE CITY'S ACCEPTANCE OF THE DEDICATION AND CONVEYANCE OF THE SAME. AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIIBUTABLE TO THE OWNER SHALL BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES. NOTWITHSTANDING THE FOREGOING, IF THE CONVEYANCE OF THE LAND OCCURS BETWEEN NOVEMBER 1 AND DECEMBER 31. THEN OWNER SHALL PAY ALL REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNER NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR. ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED DEDICATION AND CONVEYANCE OF THE LAND TO THE CITY. 62. STREET TREES SHALL BE PROVIDED WITHIN THE SINGLE FAMILY SUBDIVISION PER CODE REQUIREMENTS, AND WITHIN THE TOWNHOME SUBDIVISION BY THE HOME BUILDER AT A RATE OF ONE TREE PER TOWNHOME UNIT PRIOR TO CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. AT LEAST HALF OF THESE STREET TREES SHALL BE SHADE TREES, A MINIMUM OF 2 INCHES DBH AND 10 FEET TALL AT THE TIME OF PLANTING. THE REMAINING STREET TREES SHALL BE UNDERSTORY TREES AS DEFINED IN THE LAND DEVELOPMENT CODE. 63.1 THE DEVELOPER SHALL COORDINATE THE DEVELOPMENT OF HIS PROJECT WITH THE WEST ORANGE TRAIL AND MAKE REVISIONS AS REQUIRED WHEN CONSTRUCTING CLARKE ROAD-HOBSON ROAD. 64. THE DEVELOPER MUST FOLLOW CITY OF OCOEE CODE, MULTI -FAMILY STANDARDS FOR THE TOWNHOME DEVELOPMENT PORTION OF THE PROJECT. 65. THE HOBSON ROAD RIGHT-OF-WAY AND PAVEMENT WILL NEED TO BE VACATED FROM CLARCONA-OCOEE ROAD TO THE POINT NORTH WHERE CLARKE ROAD-HOBSON ROAD EXTENTION WILL INTERSECTWITH THE HOBSON ROAD RIGHT-OF-WAY. 66. FOR EACH INDIVIDUAL LOT IN THE TOWNHOME SUBDIVISION, THE BUILDINGS SHALL COMPLY WITH THE CURRENT DEVELOPMENT STANDARDS AND LAND DEVELOPMENT REGULATIONS ESTABLISHED BY THE CITY OF OCOEE PLANNING DIVISION. BUILDINGS SHALL NOT EXCEED 70% LOT COVERAGE AND THE TOTAL DEVELOPMENT SHALL NOT EXCEED 75% IMPERVIOUS SURFACES. 67. ` ALL TOWNHOME / MULTIFAMILY RESIDENTIAL BUILDINGS COMPRISED OF THREE OR MORE DWELLING UNITS. REGARDLESS OF SQUARE FOOTAGE OR NUMBER OF STORIES. WILL INCLUDE AUTOMATIC FIRE PROTECTION SYSTEMS. 68. THE FOUNDATION FOR EACH SINGLE FAMILY RESIDENTIAL DWELLING UNIT TO BE CONSTRUCTED ON THE PROPERTY SHALL HAVE AN ELEVATION WHICH EXCEEDS THE APPLICABLE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF TWO (2) FEET. 69. THE FINAL SITE PLAN APPROVAL WILL BE SUBJECT TO FORMAL APPROVAL, BY FEMA, A CONDITIONAL LETTER OF MAP REVISION FOR THE PROPOSED 100-YEAR FLOOD LIMITS. 0 "I� y I W111111111- T 1, ill , � Eli • 1 Ml I TRACT DESCRIPTION ACREAGE AC OWNERSHIP MAINTENANCE A SINGLE FAMILY LOTS 10.94 INDIVIDUAL INDIVIDUAL A-1 OPEN SPACE 0.53 HOMEOWNER'S ASSOCIATION HOMEOWNERS ASSOCIATION A-2 RETENTION OPEN SPACE 2.08 HOMEOWNER'S ASSOCIATION HOMEOWNERS ASSOCIATION B TOWNHOMES 7.2 INDIVIDUAL INDIVIDUAL B-1 OPEN SPACE 0.53 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION B-2 OPEN SPACE 0.71 HOMEOWNER'S ASSOCIATION C WETLANDS STORM RETENTION REC 2.87 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION C-1 LAKE RETENTION OPEN SPACE 2.11 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION D UPLAND CONSERVATION 3.2 CITY OF OCOEE CITY OF OCOEE E CITY OF OCOEE CONVEYANCE 1.6 CITY OF OCOEE CITY OF OCOEE F CLARKE ROAD CONVEYANCE 2.1 CITY OF OCOEE CITY OF OCOEE G WEST ORANGE TRAIL CONVEYANCE 0.66 CITY OF OCOEE CITY OF OCOEE H LANDSCAPE AND FENCE BUFFER 0.12 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION I LANDSCAPE AND FENCE BUFFER 0.3 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION J LANDSCAPE AND FENCE BUFFER 0.24 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION K OPEN SPACE WETLANDS BUFFER 1.45 HOMEOWNERS ASSOCIA11ON HOMEOWNERS ASSOCIATION L LANDSCAPE AND WALL BUFFER 0.04 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION M LANDSCAPE AND WALL BUFFER 0.19 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION N LANDSCAPE AND WALL BUFFER 0.16 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION 0 RECREATION AREA 0.5 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION P WEST ORANGE TRAIL CONVEYANCE 0.16 CITY OF OCOEE CITY OF OCOEE 0 LANDSCAPE AND WALL BUFFER 0.03 HOMEOWNERS ASSOCIATION HOMEOWNERS ASSOCIATION R ENTRY MEDIAN ROW 0.01 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION S LIFT STATION 0.05 ORANGE COUNTY ORANGE COUNTY 0 tn t V Y w w 5; � 0 to tZ N n d' W Ir- IN- IN- W W W O V IL U U U Z Q LL LL W N w o. Of cr_ w Q V d w N w In w N w rn Mw rr w � w rY t° 0 co 0 ca 0 \ \ Q r 0000 O N LO I • w a h h J C a C 0 *i E 1i Id : _ J i; IL z C C c • 0. L C Sj r y .Q J J 0 Q CLcL J Q Q L Lu O v J 0 0 V LAL 0 V John P. Smith, PE #63423 I- I T TWL L-cl 4 � 4 w -A 1. WATER AND WASTEWATER SERVICE SHALL BE PROVIDED BY ORANGE COUNTY. THE WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTION SYSTEM SHOWN ON THESE PLANS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL CONFORM TO ORANGE COUNTY STANDARDS. 2. ALL CONSTRUCTION OTHER THAN THE WATER DISTRIBUTION AND WASTEWATER COLLECTION SYSTEMS TO CONFORM WITH THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE WAIVED BY THE CITY OF OCOEE. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE THE NECESSARY RIGHT-OF-WAY PERMIT(S) AND PROVIDE FOR THE SAFETY AND CONTROL OF LOCAL TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR WILL PROVIDE 24 HOUR NOTICE OF ANY LANE CLOSURES. ADDITIONAL INFORMATION MAY BE REQUIRED IF LANE CLOSURE DURATION'S ARE LONGER THEN DAYTIME OPERATIONS. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN -HAND BEFORE BEGINNING ANY CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING (HORIZONTALLY & VERTICALLY) ALL EXISTING U1TU11ES PRIOR TO CONSTRUCTION AND FOR NOTIFYING THE VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. CALL 1-800-432-4770 TO HAVE EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. PER F.S. 556 AND SSOCOF. SSOFOC FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOFOC 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET. ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILIJNG, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. 6. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR INACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS. 8. ALL DISTURBED AREAS NOT DESIGNED TO BE LANDSCAPED OR SODDED SHALL BE SEEDED AND MULCH AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE, OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRADING SECTIONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION OR REMOVAL IS PROVIDED FOR IN THE CONTRACT, PLANS, OR SPECIFICATIONS. 10. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE REASONABLY CLOSE IN CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS. 11. THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (CURRENT EDITION) TO BE USED FOR DRAINAGE STRUCTURES. STATION OFFSETS ARE TO THE CENTERLINE OF THE INLET OR MANHOLE TOP. 12. FINISH FLOOR ELEVATIONS SHOULD BE AT LEAST 2 FEET ABOVE THE 100 YEAR ELEVATION OF THE ADJACENT STORM WATER POND OR WATER BODY. 13. UTILITY CROSSINGS: A. NEW OR RELOCATED WATER MAINS THAT CROSS ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SYSTEM OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE. AND NEW OR RELOCATED, WATER MAINS THAT CROSS ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. B. AT THE UTILITY CROSSINGS DESCRIBED IN A., ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 3' FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCEMAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCEMAINS, OR PIPELINES CONVEYING RECLAIMED WATER. C. WATER MAIN HORIZONTAL SEPERATION FROM STORM SEWER, STORMWATER FORCE MAIN, & RECLAIMED WATER MAIN: 3' FROM OUTSIDE OF PIPES. D. WATER MAIN HORIZONTAL SEPERA1ON FROM WASTEWATER FORCE MAIN: 6' FROM OUTSIDE OF PIPES. E. WATER MAIN HORIZONTAL SEPERATION FROM GRAVITY SANITARY SEWER: 6' FROM OUTSIDE OF PIPES OR 3' FROM OUTSIDE OF PIPES IF WATER MAIN IS AT LEAST 6" ABOVE THE TOP OF THE GRAVITY SANITARY SEWER. F. SANITARY SEWER SEPERATION FROM RECLAIMED WATER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 12" VERTICAL AT CROSSINGS. G. SANITARY SEWER SEPERATION FROM STORM SEWER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 12" VERTICAL AT CROSSINGS. H. FORCE MAIN SEPERATION FROM SANITARY SEWER & RECLAIMED MAIN & STORM SEWER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 6" VERTICAL AT CROSSINGS. I. RECLAIMED WATER SEPERATION FROM STORM SEWER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 6" VERTICAL AT CROSSINGS. 14. WATER MAINS A. ALL PVC PIPE OF NOMINAL DIAMETER LESS THAN FOUR (4) INCHES WILL BE SDR 21 (200 PSI), SCH 40 OR SCH. 80. ALL PVC OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PVC PIPE GREATER THAN TWELVE (12) INCHES WILL BE C905 AND HAVE APPROPRIATE (DR) DESIGNATION. B. DUCTILE IRON PIPE FOR WATER MAIN FOR PIPE SIZES OF FOUR (4) THROUGH FIFTY (50) INCHES SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED FOR ALL SIZES OF PIPE UNLESS REQUIRED BY ORANGE COUNTY. C. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139. D. ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WITH ANSI/AWWA A21.53/C153. E. ALL SERVICE LINES SHALL BE 10 OR 2" POLYETHYLENE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C800 AND AWWA C901. F. CORPORA11ON STOPS SHALL BE 1" OR 2" BRASS, EQUIPPED WITH CONNECTIONS COMPATIBLE WITH THE POLYETHYLENE TUBING AND THREADED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800 AND AWWA C901. CURB STOPS SHALL BE SIZED TO MATCH THE METER SIZE AND CONFORM TO THE SPECIFICATIONS IN AWWA C800 AND AWWA C901. G. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800 AND AWWA C901, WITH COMPATIBLE POLYETHYLENE TUBING CONNECTIONS. H. WHERE DUCTILE IRON PIPE IS REQUIRED FOR WATER MAINS, IT SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM THICKNESS OF CLASS 50 PER ANSI/AWWA SHALL BE SUPPLIED. I. ALL WATER MAIN FITTINGS, VALVES, RESTRAINTS, COUPLINGS, PIPE, AND IN GENERAL THOSE MATERIALS REQUIRED FOR INSTALLING THE WATER SUPPLY SYSTEM, SHALL COMPLY WITH MINIMUM MATERIAL STANDARDS, RATINGS AND CLASSIFICATIONS ESTABLISHED BY ORANGE COUNTY, J. INSTALL VALVE BOXES WITH ALL VALVES. VALVE BOXES UNDER THE PAVEMENT SHALL HAVE TRAFFIC BEARINGS COVERS. K. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. L ALL TESTING SHALL BE IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. M. ALL WATER MAINS AND APPURTENANCES SHAD_ CONFORM WITH AWWA SPECS. AND STANDARDS. N. BACTERIOLOGICAL SAMPLE POINTS ARE TO BE PER THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION WATER DISTRIBUTION SYSTEM PERMIT CONDITIONS. 0. THE WATER DISTRIBUTION SYSTEM IS SHOWN GRAPHICALLY ON THE CONSTRUCTION PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY FITTINGS TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. P. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651 - "DISINFECTING WATER MAINS". 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE SOIL ENGINEER'S REPORT FOR THIS PROJECT FROM PROFESSIONAL DESIGN ASSOCIATES, INC. (PDA) AND MEET THE SOIL ENGINEER'S REQUIREMENTS FOR SOIL PREPARATION ON THE SITE. CONTRACTOR'S SOILS ENGINEER SHALL CERTIFY ALL SITE, UTILITY, AND ROADWAY COMPACTION AND PAVEMENT CONSTRUCTION TO PDA. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF PDA. PDA HAS RELIED ON THE REFERENCED GEOTECHNICAL REPORT IN THE PREPARATION OF THESE PLANS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE PLANS SHALL BE REPORTED TO THE ENGINEER/OWNER. PDA ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF THE GEOTECHNICAL INFORMATION. WHEN THE PLANS AND/OR SPECIFICATIONS CONTAIN THE RESULTS OF A SOILS SURVEY, THE CONTRACTOR SHALL NOT CONSTRUE SUCH DATA AS A GUARANTEE OF THE DEPTH, EXTENT OF CHARACTER OF MATERIAL PRESENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ANY NECESSARY EXAMINATION OF THE SITE AND OF ANY MATERIAL SOURCES INDICATED IN THE PLANS TO INFORM HIMSELF OF THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. 16. ALL REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE MINIMUM CLASS 111. 17. SANITARY PIPE MATERIALS A. PVC GRAVITY SEWER PIPE (4"-151, ASTM D3034, SDR 35. UNIFORM MINIMUM "PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI-B-4. ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL. THE MINIMUM STANDARD LENGTH OF THE PIPE SHALL BE THIRTEEN (13) FEET. B. ALL PIPE SHALL HAVE A HOMING MARK ON THE SPIGOT PROVIDED BY THE MANUFACTURER. ON FIELD CUT PIPE, CONTRACTOR SHALL PROVIDE HOMING MARK ON THE SPIGOT IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. REINFORCED CONCRETE PIPE SHALL HAVE MARKINGS INDICATING THE MINOR AXIS OF THE ELLIPTICAL REINFORCEMENT. C. PVC SEWER PIPE JOINTS SHALL BE FLEXIBLE ELASTOMERIC SEALS PER ASTM D3212. 18. WASTEWATER FORCE MAINS A. ALL PVC PIPE OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 25. PVC PIPE GREATER THAN TWELVE (12) INCHES WILL BE AWWA STANDARD C905 AND HAVE AN APPROPRIATE (DR) RATION. B. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH -ON TYPE JOINTS CONFORMING TO ASTM D3139. JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE PUSH -ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11/C111, UNLESS OTHERWISE CALLED ON THE DRAWINGS. FLANGED JOINTS SHALL CONFORM TO ANSI STANDARD B16.1-125 LB. RESTRAINED JOINTS SHALL CONFORM TO SECTIONS 34.3 OR 34.4. C. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WITH ANSI/AWWA A21.53/C153. 19. REUSE WATER MAINS A. REUSE WATER WILL BE PROVIDED BY THE CITY OF OCOEE. ALL DESIGN, INSTALLATION AND LABELING SHALL CONFORM TO THE COY OF OCOEE SPECIFICATIONS. B. ALL REUSE LINES TO CONFORM TO AWWA STANDARDS (C-900), FOR DESIGN, TESTING, COLOR AND LABELING. REUSE SYSTEM PIPING TO BE LABELED AS SHOWN IN REUSE PIPE IDENTIFICATION DETAIL ON SHEET. C. RECLAIMED WATER SERVICE SHALL BE PROVIDED BY THE CITY OF OCOEE. ORANGE COUNTY UTILITIES WILL INDT OPERATE OR MAINTAIN THE RECLAIMED WATER DISTRIBUTION SYSTEM OR SERVICES. D. BECAUE REUSE WATER IS AVAILABLE A DOUBLE CHECK VALVE ASSEMBLY SHALL BE PROVIDED AT THE HOUSE SIDE OF EACH POTABLE WATER METER. 20. MINIMUM 63' OF COVER TO BE PROVIDED OVER GRAVITY SEWER MAINS, REUSE WATER MAINS FORCE WINS, AND WATER MAINS. 21. THE CO;;RACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PkACTICAL. 22. THE CON; CTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTETI, BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR 23. THE CONTRACTOR SHALL COMPLY WITH THE LEGAL LOAD RESTRICTIONS IN HAULING OF MATE IALS IN PUBLIC ROADS BEYOND THE LIMITS OF WORK. A SPECIAL PERMIT WILL NOTI RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT. 24. THE CONTACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HEADWALL/ENDWALL FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BE& PERFORMED PRIOR TO FINAL INSTALLATION OF IMPROVEMENTS. 25. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINIt WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM THE SITE 0 A. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 711 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THERMOPLASTIC TRAFFIC MARKINGS SHALL NOT BE APPLIED TO ASPHALT PAVEMENTS WITHIN 30 DAYS OF THE PLACE ENT OF ASPHALT PAVEMENT. �i!IlIGNS B. STOP TO BE PROVIDED AT ALL INTERSEC11ONS PER FDOT INDEX No. 600 & 17302. C. FOR ALL SIGN DETAILS, REFER TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVId6", PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, (LATEST EDITION) (ANSI No. D6.1 - 1983). D. ALL SIGNS TO BE SINGLE MOUNTED IN ACCORDANCE WITH FDOT INDEX No. 11862 (70 MPH WIND LOADING) AND FOOT INDEX No. 17302. 27. CONTRACTOR TO INSURE DEPTH OF SANITARY SERVICE FOR LOTS WITH TYPE 'C' DRAINAGE. 28. ALL CONCRETE PIPE JOINTS TO BE WRAPPED WITH FILTER FABRIC IN ACCORDANCE WITH F.D.O.T. INDEX NO. 280 29. SITE PREPARATION (PROVIDED BY YOVAISH ENGINEERING SERVICES, INC.) A. IF REQUIRED, PERFORM REMEDIAL DEWATERING PRIOR TO ANY EARTHWORK OPERATIONS. B. STRIP THE PROPOSED CONSTRUCTION OMITS OF ALL GRASS, ROOTS, TOP SOIL, AND OTHER DELETERIOUS MATERIALS WITHIN AND 10 FEET BEYOND THE PERIMETER OF THE PROPOSED BUILDING AND IN ALL PAVED AREAS. EXPECT CLEARING AND GRUBBING TO DEPTHS OF 12 INCHES. DEEPER CLEARING AND GRUBBING DEPTHS MAY BE ENCOUNTERED IN HEAVILY VEGETATED AREAS WHERE MAJOR ROOT SYSTEMS ARE ENCOUNTERED. C. PROOF -ROLL THE RESULTING SUBGRADE WITH A HEAVILY LOADED, RUBBER-11RED VEHICLE UNDER THE OBSERVATION OF A UNIVERSAL ENGINEERING SCIENCES GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. PROOF -ROLLING WILL HELP TO LOCATE ANY ZONES OF ESPECIALLY LOOSE OR SOFT SOILS NOT ENCOUNTERED IN THE SOIL TEST BORING. THEN UNDERCUT, OR OTHERWISE TREAT THESE ZONES AS RECOMMENDED BY THE ENGINEER. D. COMPACT THE RESULTING SUBGRADE FROM THE SURFACE BY A HEAVY VIBRATORY ROLLER (A 15 ;TON ROLLER, FOR EXAMPLE), UNTIL YOU OBTAIN A MINIMUM DENSITY OF 95 PERCENT OF THE (MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). FOR THE PROPOSED PAVEMENTS, COMPACTION SHOULD BE PERFORMED TO A DEPTH OF 2 FEET BELOW THE BOTTOM OF THE BASE COURSE AND/OR THE TOP 1 FOOT BELOW THE BEGINNING GRADE. THE FINAL1-FOOT SHOULD BE ,COMPACTED TO 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. E. TEST THE SUBGRADE FOR COMPACTION AT A FREQUENCY OF NOT LESS THAN ONE TEST PER 10,000 SQUARE FEET PER FOOT OF DEPTH IMPROVEMENT IN THE PAVEMENT AREAS, OR AT A ,MINIMUM OF TWO TEST LOCATIONS, WHICHEVER IS GREATER. F. PLACE FILL MATERIAL, AS REQUIRED. OPTIMALLY, THE FILL SHOULD CONSIST OF "CLEAN," FINE ``'SAND WITH LESS THAN 5% SOIL FINES. YOU MAY USE FILL MATERIALS WITH SOIL FINES CONTENTS BETWEEN 5% AND 12% IF STRICT MOISTURE CONTROL IS EMPLOYED. PLACE FILL IN UNIFORM 10 TO 12-INCH LOOSE LIFTS AND COMPACT EACH LIFT TO A MINIMUM DENSITY OF 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. G. PERFORM COMPLIANCE TESTS WITHIN THE FILL AT A FREQUENCY OF NOT LESS THAN ONE TEST PER 10,000 SQUARE FEET PER LIFT IN THE PAVEMENT AREAS, OR AT A MINIMUM OF TWO TEST LOCATIONS, WHICHEVER IS GREATER. H. THE EN11RE ROADWAY RIGHT-OF-WAY AREA DEPICTED BY THE SHADED AREAS ON SHEETS 6 & 7 SHOULD BE INSPECTED AT TIME OF CONSTRUCTION TO DETERMINE IF OVER -;EXCAVATION IS NECCESSARY. IF NEEDED THE R/W IS TO BE OVER -EXCAVATED A MINIMUM OF 30 INCHES BELOW THE ROADWAY SUBGRADE TO REMOVE THE CLAYEY SOILS (WHERE PRESENT). THE BACKFILL SOILS SHOULD COMPRISE CLEAN FINE SAND (SUCH AS THE FINE SANDS PRESENT ON THE SITE) WITH LESS THAN 5 PERCENT PASSING THE U.S. No. 200 SIEVE. 30. THE ROADWAY UNDERDRAIN SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLWING GUIDELINES AND PROCEDURES. A. ALL INSTALLATION PROCEDURES, PRACTICES AND MATERIALS ARE TO CONFORM WITH THE REQUIREMENTS OF THE CITY OF OCOEE AND AS PRESENTED HEREIN. B. THE CONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLES OF ALL AGGREGATE AND BACK -FILL TO THE GEOTECHNICAL ENGINEER, YOVAISH ENGINEERING SCIENCES, INC., FOR APPROVAL PRIOR TO USE ON THE JOB. C.: A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL BE ON -SITE DURING INSTALLATION OF THE UNDERDRAIN SYSTEM TO VERIFY THE LENGTH AND PLACEMENT OF UNDERDRAIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEERS' OFFICE 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. D MANY CONFLICTS WITH EXSTING OR PROPOSED UTILITIES SHOULD BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER. WHERE NECESSARY TO VARY UNDERDRAIN LOCATIONS TO AVOID CONFLICTS WITH OTHER UTILITIES, THE UNDERDRAIN SHOULD BE ROUTED UNDER THE CONFLICTING UTILITIES. 31. RECOMENDED CONSTRUCTION PROCEDURES AND FOUNDATION RELATED SITE WORK FOR THE PROPOSED POND BERMS SHOULD CONSIST OF THE FOLLOWING: A THE ENTIRE CONSTRUCTION AREA(S), INCLUDING A MINIMUM MARGIN OF 3 FEET BEYOND THE PERIMETER OF THE BERM SHOULD BE CLEARED AND STRIPPED; REMOVING ALL EXSITING VEGETATION AND OTHER DELETERIOUS MATERIAL. B THE STRIPPED AREA SHOULD BE LEVELED AND PROOF -ROLLED BY MEANS OF A LARGE SELF-PROPELLED VIBRATORY ROLLER WHICH IS CAPABLE OF EXERTING A MINIMUM IMPACT ENERGY OF 20,000 POUNDS (i.e., DYNAPC CA-15 OR EQUIVALENT). C. UPON APPROVAL BY THE GEOTECHNICAL ENGINEER AND / OR HIS DESIGNATED REPRESENTATIVE, THE PROOF -ROLLED SURFACE MAY BE FILLED WITH RELATIVELY CLEAN SANDS (LESS THAN 15 PERCENT FINES PASSING THE U.S. No. 200 SIEVE), AND PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE AND COMPACTED AS OUTLINED BELOW. D. A SUFFICIENT NUMBER OF OVERLAPPING PASSES SHOULD BE MADE BY THE VIBRATORY ROLLER ACROSS THE FILLED AREA IN ORDER TO COMPACT THE FILL SOIL TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557). E. ONCE THE BERMS HAVE BEEN FILLED AND COMPACTED TO THEIR DESIGN ELEVATION / GRADE, APPROPRIATE EROSION CONTROL SHALL BE PROVIDED. F. A SOIL ENGINEER FROM YOVAISH ENGINEERING SCIENCES, INC., OR HIS DESIGNATED REPRESENTATIVE SHOULD INSPECT AND TEST ALL COMPACTED SURFACES TO DETERMINE THAT THE IN -PLACE NATURAL AND FILL SOILS ARE PROPERLY DENSIFIED AND PROPER DOCUMENTATION OF THE REQUIRED MINIMUM COMPACTION CRITERIA CAN BE PROVIDED. UTILITY PROVIDERS POTABLE WATER SERVICE PROVIDED BY ORANGE COUNTY PUBLIC WORKS, 823 WEST CENTRAL BLVD, ORLANDO, FL, 32805, (407) 843-4186 RE -USE WATER SERVICE PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100 SANITARY SERVICE PROVIDED BY ORANGE COUNTY PUBLIC WORKS, 823 WEST CENTRAL BLVD, ORLANDO, FL, 32805, (407) 843-4186 FIRE PROTECTION PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100. NATURAL GAS SERVICE PROVIDED BY LAKE APOPKA NATURAL GAS, 38 N. PARK AVE., APOPKA, FL, 32703-4216, (407) 886-1177 ELECTRIC SERVICE PROVIDED BY PROGRESS ENERGY FLORIDA, INC., 452 E. CROWN POINT RD., WINTER GARDEN, FL 34787, (407) 905-3302 CABLE SERVICE PROVIDED BY BRIGHT HOUSE, 844 MAGUIRE ROAD, OCOEE, FL 34761, (407) 291-2500 TELEPHONE SERVICE PROVIDED BY BELLSOUTH, 1227 DIVISION STREET, ORLANDO, FL 32805, (407) 245-3068 1 2 Z W o Z z o W m Qv � ce � p U Q V m W cn 3: Lu a a 0 M � O U 0 0 a a cp w cn M w c� co r N 1 Q Q W Lu 0 � -J � CL Lv I-- W D LLJ v ct Lv Lu T-LI 0 Ljj V 0 na i John P. Smith, PE #63423 a . I I z 1 75' - : 21 � i � "O � LEGEND - - � 0 7.5 I �V)l 1 26' L-0 I I I � �10_ , . - - _ �� _ 7.5' 1 T i "I, 11, __ � al � 7�w I . ..................... . . . . ................ 0 10 � EXISTING TOPOGRAPHIC LINE CD , . C4 r- I I I a) ; � - � �, I I I ! . d- ! SETBACKS_-_7—�_j I _60T' SETBACKS 'X. _'ICI I I ZJ* BETWEEN SOIL TYPE &BOUNDARY uS (TYP.)-10- (Y.) 8 NII I BUILDING x �I - I STREET 50' (ROW) STREET 50- (ROW) : � zt � TYPICAL SINGLE, TYPICAL TOWNHOME ' I Lu i ORANGE COUNTY FAMILY LOT LOTTING PLA:,::: N ,N.T.S. N.T.S. : >C:o n >a_ Q>C_ Z SCS SOILS LEGEND :x LAJ z 3 �e 2 L.1i L-i .� % " S , \ , 0 0 LA_ . . � - - ;§ U , " I I NOTE: DRIVEWAY LOCATIONS MAY VARY AND WILL ACCOMODATE 2 OFF-STREET PARKING SPACES PER UNIT. � . i Lu Ix , I - , \ x :,, I , '11, NO. TYPE "', . ....... �-, \ . ; \1 I \ \ " CL Q , �, ,',: A/`. "I"" I I,". ;5 o eL.....F. :1,-v1,E' , � 13: ... - I I ... 11 --K -,-vfl-' " V. ', . 3 BASINGER FINE SAND Q : ': * � .... ... ; "I RACT IMF : '711"" � .11 : /..."'."'ET"' : ..... . ,�.1101'1-, �_ ..... .', ---::)-, ...' .1 ;",`,"� : I I : 1:� � ,M-111.1"'A� R ..... I ," 't - � 5 1 , --, " i " FT - 7 ........... - .. ,6, ,��, ", " " " , 1, " i" J , R .. . , ., I .1 --- - -' - t-,��,", ---��;, .� I - : : , I I-: 2 -...) 0:.,.;,._.e. I � TIN, , '", - ` . `� � '�, , �, %, 11. ; ; 11. : .�'11, 8 ;-%f, �-,,, � I, , , "" . ;,&RC0_ - '35 ".5 2 I "" ('.', � . " � '�-,'k , %, ..... , � ! '' . .", T WITH PLAN .. �, ;:" ff I � � ;, Is') A.. 11 ... 1� 4 CANDLER FINE SAND A \ u, , �� %, \ � . . &,.. " �� \1 .. I # ., .. - ; .. ; 1. .,.. �� 111. \11, "I 1� . QS--..._, .,,,,',`,, -.4 2 ,') >_ , , .. .,J_ ,,, 1_11.1.;1111. )J�J_ . . .1 1� � � , % �', � "'� 11 �/ ca ", � r ,, . �1, " . . . �- 5 ; AND 6' HIGH BRICK WALL (TYP.) , "I - � , " , 15"'.1,111, ", '% ��, %, 1.1.�. " L " . � ; TRACT 'S — : -APOPKA , 'S `1 : : . , � : , 6 CHANDLER FINE SAND A 11, ,* I... , �/ ; , , 11", 1, "I %, \ ** I . , 11 : � , I . . � . : ; J<". 1; ."'; -- �fj� _.� :_";. ; : '�'- I.,: , lv. -`�'.`; 11 I " �11- �f". %, "Ill " " '-- 7- I., I? , .., -i �i'111, ,... .?_ ;.1 4'. TRACT 'R' ��. ! TRACT 'O' I .... .... A " K` "I . P , NO �,, �, I'll It'; "', I".",",', I , '1_51.,-A, " ' ..," - ::/" 11E 2 jl-,N, ", -% \ , " 1*1, " �� , . - ` I "', 11 � ". � ". 11 1. , , - : , . ; : -.. cn � ., N` ,,,, --`� .. .... ... .... A " *1 z.:?-":,, '.. ..", .... I � .... 11, * - , " '-� , " ' 1, �` k " 46 TAVARES FINE SAND A ,,��.�.� _ % %, /, "A. LIFT SrA,�ION : TYPICAL CROSSWALK MARKING PER - ., * �1. 1 7,; 1 �" ; ".1. ; LANDSCAPED MEDIAN 0. ."N'J"? i (--, '1� 11: I " ,. - 1, . . ; %1�1_1 ill, `111,� , I- 'I" I., , ; _,�_,:,_ , -1. ` , , ! COMMUNITY 0 ,- " I * . � c. : I , : , : � , .�_ - _ "' "DC' " C 0" - �, : 3: ,�. � ", � � e ,,.". ( �' % e', 1; ; �� " -1, �.".,: , -, ..., . . "'. : 11. , %,; "I "I . ,,,,� ..222'' �. ." . , .. ; ,".3, 5 212 8,0 ..."', t " � -6, SHEETS 2 AND 3. v li \ I$,.. .1; ,._.,'�, /,�:.: 1;0. -d . 4 .. .1 .1, 1, �".), , . - I 11 \ % �� .. - ;: I, , " * I . I ... ... , . I I . ", ",/:": INDEX 1734. 11 �1 �;. : ... 1. 1 _! ,%.;;." � m :11.11, , "',/_ ,s :,; / 111 I 11 RECREATION AREA 2 -MILLHOPPER FINE SAND A ,� . , 28 C', � " : ,� 47 TAVARES R ��. ,�� % I � I w 1. ',qm, -� -% , . 1/1 : y I. ; BUILDING 740 SF MIN 1� Ex .. , " " . : i ". %:v- 6' WIDTH -S, * ", ..- w 1� : 12. ;. 34 - , : - I :�.��-, : � : -, -STOP" SIGN LOCATION (TYP.) w VEA11ON %, � / ,ggg \ UJ UJ : I : : — : " "", -um : : \ - � 7 \ I I : uj NOTE: WETLANDS LINE AND WATER ELE . ,'-,�"� ,�, "I —1 2"X8' WHITE CROSSWAL� . . 1�%`,�- % `,� _ ... 6 I - A .�� -, �, \ 1. � a, a �, \1 1 5; 5; 5; 5; DEPICTED AS OF LT OF 2 `�..,. ",,'..'� " ". ,,, ,,, ,; � 24" WHITE STOP BAR , , - I., : * !in : : w W W M 5� \ 0 "'. "' � 1. : : i Lj w w , ' ,;, : PER FDOT INDEX No. 600 & 11 860 ` %;N � .1 1. �11 '.1 i , i : . I M,� , in '%. : ; wm� STRIPE 3' O.C. <1 : : /1", w HURRICANES IN 2004. "".7:11...",." :_;i-1, :_., "I". '11,111k %, V 0 "III, 111. � ., : 1* C, : . . . , : I "I, . : . .�, � , . , , 11 Z �� . N67*40'37"E a a : I ': _?� . , . , � " - : , . - .. ,;� I- : .., ; 11, %. " ". 41 ,�; : " ' : cn z _.Ir �... : : ... _'. 1.11 . � , 11 , I —A=23'01'47" . , % '11p I %. rNr - I - .- .�� , `\ - - I TRACT 'G' TRACT -, , , .. - -, '. . �!. : 1..,\ -.7 ,,, '/ ", "I" % - R=1000.00 1/1 : : Z , " , 4*111; "I". . " "'A RIGHT OF WAY 1 O' LANDSCAPE TRACT WITH, R, : 32.46' ! � ., `� ` J : �. - , " , ,LANTINGS �, 1� 01"M'42" R I- : : cq n -4- , ALL PARKING SPACES TO BE A MINIMUM 7� NE'.f,`-, .", .... I ... �,`-,, A \ W, � 0, , ', t-', %, -', .., WEST ORANGE TRAIL R=1=110.00 : : TRACT �, 0 I— �_ OF 9 FEET BY 20 FEET: '... 8--,.----/: .. . ... K,,fE3 .4""'!Q\ ,,;. ,,, I L=401.94' i ! en,_" "', e',�;Q`. :2: �-, .: �,,�. - _;�� , AND 6' Hj,GH-B`RIbk WXLL'(�I`YP.), $` '�` - " w �� : ; � ... :...."': 1,; 14�_- : -''_�--Y:!" - -,� .; - , "'. .. 0* - I AF`C`, #` 1 ", I ...p.l..., I— I... : L=22.18' I - t 1 O' LANDSCA E TRACTIWITH PLANTINGS u') , .. .3 ,� 1, "I _.� ?�,Im�. I 4'.."?",.". ,.�:�,, - I '. , .. � 11 ". . ,�.��O I.. * : 0 1 11 . — — I-- ,In- f n f2 : = I , \ : : :: AND 6' HIGH BRICK WALL (TYP.) z z z , - a - , I � .. v I".k,.'j�. i ,,", ,-- ASPHALT TO BE REMOVED UPON OPENNING I/ I P4 � ; 0, " � , Z OF CLARKE-HOBSON ROAD - BY DEVELOPER. : : - .- - I i�l .1 I I 11 A I 11 I : . . : % —1 \ 12 . ............ . � ... ...... .................................................. ---I-- 1 .1 1111111 .... .1.111,111, .... I ............... 1.1-111.1111. : ... � .......... I ... ; . -H 0 �� z , .11.111.1.1111 ... 11-1 .;; .......... � '. W UJ w W "'O""", I ` , �K', ; 1� : 1� I I .,? � I � �k - __ �. .. CLARKE ROAD I w M M 2 M III". - e , , , 131tw . /I , : 1�1 �, " 1, . I.. IW/" : ; " �`,:,_, I ........ I ......... "l- i I., .... 2 M M M 1�; �,,��",K-�,,,-,�,��,��,��,��,;�,� ................ .... . .. ............. �L, 'T=e=e;`1 I -',""I'll , __ — - - — , I — ... ... .. . '... 1 , , ,..."",."�"..'ll""I"�",�.", 111111 , 11111111 I., 111111 .."11.11111. .11,111,11". --,""I'll 1�f�: ... =:: .......... .� . . . . . . . .............................. � ................................. � .................................. ... ___', .111111111111 ....... _ ..... ..... 11 ... 1 F 1;1 � I , , , , , X , , 'I'll 1--l-11-1-1-11-- -,.1 � ,...,""".......... .. .... , �_'_.�""'.�_ ?Irz_1,11.� .... ............. ..... ** ...... "I ... I ...... ............. I ....... ... ........ -, "I'll" - 0- �',/,, %" 1. . ........ __.11 11.11.1-111.. .11, .... I— .................. .. .... �,,,, ............. \ w-410 '. .\ I I I . 11 i . z ,I I 11 IMF/ . -, — 1111_11��11 — �__:_ ___ I .11 I'll ..:. I _. - — .. ..1.111111 ... I 1 5 11 0 0 C.) co — — — I --- — . — - 0 - I � ; - , - - - " .V �,S, . \_ .- I..%:!Z�-��;�--'-*X.*.4-,�,'� - 1.A;-Q,-,w,1.,;,,...'- :�.__ .. - 0, `11. wl�' .- , I .. = 1 - I'll _F,:� T ._... .- _ .. ... . � , , , .. I . \ ... r_v._1`_.r..�__... I 11 11 .1 .. 11 *, .A 117 1, I .. . M", .1 '. , IL -1 "o, L -, ...... . ...... �� ............... ; `;"'e : LA- _. - A .. .... . . ...... ..-..Assam ... , ffLL- .1 .. ., _.::L..._.. � , -.7 ', , . Wi : - < , I . ff . - 0 :�`, 1'.��, ", \ , � I I ,.: .11 * 1111 : - 1� - ,, ". ". ,; � "', :; ; � "... , 11� " o"i , " I.. I'll, 4 :; f : .' 1 " k """ -*,� . : f . il"' �, En ',,-'-",�, ��,.,v ',, -,f%,---,-... -1. . , (n cn cn ", ' .. � � : R/W Ex : : : : '. �. 1. I., 1v : e�l 0 0 0 0 , , L, : ..., I " ► . I , . ,;'1.1.r."." ;"Q,;,,�,:!: : , �,�.;'1.1�1�. �..�",;,�,.�:�'�.",F"",.�:,*".�;t�.'I '.."'. _P21 ot, �, ""', ",:,"k I ", 4 9 : : w w M w I , � 9 : , , : I.. ..+ � : - i_� -, ' t . MTU 4 5 ' � ; : ;np L�ILOIO ONE � —1 FT— —] 17 : : a a a a I % ,�, 'I, ` 11. I — [ 8 9 � ; : 1� -7 1 �;, I - T7 - . _:q [ArPPRO)a,�M�A — : : . g � 11 I �, .,\" ., � . - % ,,,," �. ,- -- , I -1 ,, ,,,; - I - I ". ... .,c I ,�11 ".,�M. t ,I �_ 1 � . ., . . I. % ,,, " .`.? -1 i % , ,` 6 7 , .�, %p \ TRACT 'E' % 1 -4 9 10 , + - I . .", " - .11 1� I �t! :., I : : � - � I � : M M w M II : 'I" , "'. I 01T ! �� , "III, �, ", \- CITY OF OCOEE . r - , - : : uj uj Lu Li I , I ,., RI � ' ", ... , -.11.,....'. " "", ,�,, `,,, ". I I ; , - : -,<,--,�% ,,.,, ", , � I : : t� � ; ; I .'�, : ; ±13' , . : . ". .11. , . - ." I I —] i a - I , 0 a to 0 , ".If Df-.e.-,ER`F", �( , " "I 1 50 � : CL CL cL EL .+f .'.. . ( F"A"111,11 ' j _ .. , I , L I L - _J I L —1 L I L —1 —1 I 0viC, i -v _ 111. .." , %, 'n N, \ ;1* z ., . . ��. �/ , '. '.. , 48 . I ....�'�;..�,t . 47 . , 11p _ I/ I F-1 . y,;-%,-% , "I. -- 2 uj LLJ Li Lu I.: 1, , ( �" ,;:�', ` ": .... . . ; ,,' - : I .�,,.,,, -,., `,��, `,�, ., - -- ,;z,- ;w----r" I- - " " .. - : ".. ` cn (n cf) (n .`, -,,, -, ,,,, "', -% , "I.. 1� * 231 __1 2334+W 2M,+M — '- ...,.", ,,, ". ININ 46 .79'.-, � .�00 11. .1 e PVM'T �, , 5; 5 A=11'40'5 . 5" . , \ - I I e. , �' : .�i ,f.%,, " - . , ,,,.%.. , PA:`- .,,- - , '' . � - - - -,-f'�,�",-2"1':-�,"--',".,�',�'.,'�;--'-,",(, ,'.-. . -,�,__ ,:-i � ". ., , . I ., M-cp , . '.. ""'.., I, �� I - •- V i w 2ni .I.,+.. .,�,, 'ta / 00- / : ,,,,�. : "j�lUX'*,11, 11'.1. ��<,*.*�;:.".,�13 5; 5w > R=1612.16 . K", , 0'", ..., .. ""' ��,,\ \ '.. 44 - - __ — I k : �.,x,:'.1,*: �,-- Li Ld Li Li " _ __ - - .. -L .","i.." "e,""'. " 0 - - --,.-- 4 i�a �-, , il . �111111' -:�� .." 11 . 1//. _� - / : `_._�A, ", - 1;1 - /I ,�,,E, .."..., L=328.70` I I — _�, . __ _-M&-� w �: I I "' ,%�\'�- , /- '\ . 1. ..�.,�'f �. 11 ,,,%,,,'. . 42 r , y""""" I `�'��. 111e, %, ,A,. ,,-.�, . _' . � 1". : ""...-..�,-",-,-,:�..,:",�--.,-".,) co CD p . , "k., w__ .. 41 1 F � 7 : . CD to 1� I 1.11 I : 0 0 ; " : : e� 0 0 C) 0 : 7 ND A - IMM 57cam rmff , — 7 FT� O—] I Lj TRACT '13-1 PEN SPACE 11.1., 11 I%,.. - 1. 19 �k I sfamw a= M / 1z , 115 1 � !� DRAINAGE Lj ,c� V�, ,I."- I I I ir " I 'g /% : el , " ` — - 38 11 I @ I [ 22 5 'z �� .!� , a 4� O... a� lam EMW . , ,., 4;1 (0 . � . "w 1wvR : Z" ... - _ — .:,, 35 a . "%�,`, ";;f..r I.. I . � I 0 r., 0 '. 't,*"f, . - `-., "' ip . —F-1TRACT 12"X8' WHITE CROSSWALK I �* 34 46 - J\ L-L I — — I 'I ' X;;* � 5�/�/ % 1-\ 41 14 " I'll "� - — \ .%"%,\, � � , N I F , . - 3' O.C.w--,',_,r .. , - 4 14 , "" , STRIPE ., '�, 32 - 3 A, 1% 267 1217 L_ i , � 11 " " K, � lom - 11 I 11 '. .. - , - _:..�f . I -, zz=!:== , — 11 ;: I. ., "�'. , ',",, _� I I '. .�T ,�-, _�'.... '�` , "I'll' I'- = �,_ ,,�,, ./, 1, "i / __, ......"', ", : . , . ,:", P" ,.dl� �_ .. r fir , _ .. - ; : .1 � , /.-,.., 11.1, I I", ym," � L_ I I __j --*-�. � IQ 0 . .; � I 0 11� ,-,'..+/ � _', I I � W.00,." _LjTRACT ' 0 ./I `::�, ., , ,,, . // , ,,,��; , I'll 'LITTOR*� *0 2 .1. ,?///,',' 0 , . . _\ 0, 4) ��// "" ,,, ", , - *' TH . 'a .." , "", ,/ " //"/ "//, ,/ , "I .1 5 , ��' �- ' 10' LANDSCAPE -TRACT WI cq , 1,1�z @ � ,/.,.,. ", X/,� �� " k " ZONE - \ ,� , ..." I / __ ,� . .� :�,,�,/ / .., " / .... " I 1\ _P/,/, , ,��"" // , "" �,"'- .. .. . .......... ......... ,"'."', � - X./ � � 1�, I 101 "�� /�// / , """" , .1 ,-, I , . /� .. - .� . = ., ..-, ._ ,,,.,. ., ",,,*-., �,�,_. a. ■�, .. . _� ":'_ ,,, � . ... . . 1, _.__ ,..", , 25 22 '. . ..,�.,' I r,-,,- ,, .,W ... ... . .. " " 450 \ , 1, 11 I F — 1 .. . PLAN11NGS ANV,iCHOICE OF 6' a i I ,/ 0 , - , ;1 .1. ? . /.1 .05',, " ./ , _ ... . �, . � '� I 1�1. --- -_ 2 21 - -----EDGE OF WATER . 0 ,,,,� I *" -, q to . . .0 0 - _ '.0 "// g '� /// . -.10111- .1 , I I I : : 1�1 BRICK WALL OR FENCE wo " � - 'T, 04/06/00 � III.. I I 1. , . — —] 2 -1 , . "f,� "I a "', "gf�� 1 27 [ 2 27 1 , . . - � a ,; , -TR A C T `P 1, . . - . .,Z-.�.*;n� _� . ., 5-.�1-1�' ,/ ///,// -.'�.1111 ,�_ - ...y., "p"', ,/. /A " :` , `/ �. 1. .- �/ , - � '.10'W' ,..:,, ,,,�,��,� ,/_*;-,_1' _*11.,v- ' -.�11.1.. 27 � " : ."', >" / ", I � 0-,-/- � ", � __j I I - �" I I I a ..-.. : �,;: .1 - -x I,/ 00P, �/ - I 1, .� oX�K,'..�,, ��'. 1'� I Ift F_ ,/, , t , I-_ . " , %",,'v',`,,".., I 1/1 "I'll", �,.� -`,v*,s,,,,.,,,t�., -,;-�;.�,�,,,,,-� ,/ 16 wt , 5 d '. - WEST ORA u*\ . � ` E11;1, � , I , ," ,. �:�""',: "/ NGE TR .. -, ,,':�""' � ',,"---- ,� I., .1, `4"',,�,, . I __ I - � I ; 1. a - 1;� / '� 1;��1.111', .I., � � � �. .". ,',��'�,�`:, za 'I', � _� `;�� ,,, '. , "". 1,'.V"", "I , �,, " " 19 <1 , / - -,, . A ", - , , .0"".." ""' ., .. , �, %,"', ". , , , ::,_.1',..,,1 ,.., . ,///�, �-� ` .,///' � , ;/�, : :*1 --f,f, ,�,f, - , "?I� , , 8 , � " 1;, 1,,_ �;, ,.��.,.�,,�/:, .o! __ -, 1. I ,?I�,X'D � ��, -, `1� I . -1 I , �S, I I U � � ./ I lk 29 .. � , 0 .11 " -� � . , �� ." , I I , 15' DRAINAGE ,� - - pq - ,; " , 11 . 0 E V " ". X" ,�,��','/ lz" � * , " ..., "*.'�11_111, " 1 * ) - I ; v A c a : ., , ., 11 ""'. ; I "I ", -Q4=3' W "I " "... qq C 0 Lis / ,'�f �, 1� - �- , . •, ' " � j � ,�.". a ) 28 -23 1 , �%/, �, ,�,/ . I I `�$11,\ .. .111" I-, ► �, -,', "I 01 . I = r / I ", - . 0 �If'1111__ 1___-"�_ *��,�,'.',,,,,,,,,,,,,,,,,,,,'.'�;��?.,',.�, " , " ,,,,*, . � I 111. , 41 '� ; .c , E \ , ` — '/E , ...... /_", ... I , IIIIIII-11:7111111 _": A -1/1z/ .... 1_11-1:1 .......... nl.: — — ...... .... ...... , " "I -7 jT .-%,j `�_T& , I �\` \ �\, * - zir '. ""N""; "I" I \ �, f� . , . . . . . .. 'I -,� -.,, . .. Sf;, ; a "" . - I.. - :11:/� z I .i�.� T C _1 I I 0/.,�Pp,�,� ////" , � "I �', ,�,/ .. , z� , / / / ` /5�.,� ,�'; ,/�l//,/,/;"��,/�,�/�/-/,//,/'I - g/ . � _ —z .�, _;w/,"/ ,/" , I I I I i— �ll I----"- ./-,,,,,,- ". 1. -� RA ,T3 , `�`�11,1111,111>. I ,I ." I - .1 I ,�� ml L 5' , , .,,:::: , .1 I - - - - - - - I . : ... - _ �/ 11 -1 I -.1--_-.1 r:�, 1� .. ..... . . � I I _�111" I I . �,�:��.-..... ��..--.,,.,.v/,,-.x: - I I . , . - 1 — I I � �: I gp� I... 02'11e��. ", ` "III is I ,��el. 0� " � ,� I., If ,��, ;.7 1 , - '�, .1', 17 " I `�,'.'%.,',, , ,�-`` I - - I�ANTIN , ", p ,,, ,-. // , ,� '1a1".--,f -1 11 �,,R .."111, ,�,, ,� " � 1, , '. �,� GS , ", , �,Ihs , - _/ . :",.,.`,. , ,:,."��., I ., ", I I . 10W _,-,�,,�--?, i,.0"", ANDSCAPE TRACT WITH I 1� `/,.;��.+'.� -B --/`,a;,,--,-,,",.-- .!,;11� _.._ & , ... I .. A t" "' " �. A �' 11 _ I— " ,.�'. ,/.", i F - I "e� - - --- ,,, - "/, "". '. 11-1 I ... ..: , `,� ,� .1 1 11$1* 1 C I , /&M�`// ;�/.�'_" , ., I , , 4 . ,,;,, ,,,, -- .. .. - -;,:" /,_,,,. / __ . '/ GH BR WALL (TV-)e.12'35" 1. . . . .. .. ... �, ", "' /_9 " ,", W , , 7/ ,:,. ., , / .. AND 6, 1 , "". I-WIO - , . "" " . .. .... . - -�. _ , , , " ,llfl , � % I 1612.16 �, I .,., ��, A - 24 1 . � �, � .. I , .. 1 ,41 - R= .S. \ . , , -�,, . , :X1 .. . ,,, .. � _ 1. / L=231.00' ..� ", �., ".", � " I - % - 11 / 11 ". . " . .. ..... �, � -'-'.' ♦ , % , , "I ", , -,.,`,:, "', Is . /��1111 I .", 11 11 �,`., , 1.1111.1 ", " , It, I Y.�;�e,�I'll�,11,eo"; , , c � ,/". - I , / " - .1...., `1� ".. I I �, - - %� I I , : f. // - _1\ 10 . ' I - I k�� *� -',. -� .,i4,- e I . , . O ,;, ,/ , Is .1, I 11.111.� "'.. "", _ ,.,.: , ,,., . - - 1. .. . . ............. '.. - f `1 " X;�� ';',- -.: 'I'll, 0 .�o I i i,!! 1 in _'111-1111 .1. %1. R=1637 38 'I- " I" �111`11�11'.- -,;�,, _ ��,� ., - I dsl ,� 1// 10 1. jl!t� mspo � — L /",.. � \ ZY,-'�;: - � . ...... ... "."o 11+� , / ,/ / \/%1"."", -;_.x.+1-.'1+." � / ---- I,�, �,"Ill � � d4c _ ., .0 ;�,,? �/,.,,`/"�/�& 11 - ". _., '. . .. 1, 'I, I "; C6 , . , � I 11 I CONVEYANCE i io �,�. Z:,�� '71 1.ve; , �� , . , % \ '* -'11�:: ��`�; ,��,M-'+,� I - � .. � , ,'. I ', ,�-`:,� �,'.', . *11 � cn� ,� � " ., ,. I ` ", "", \ /1�1/ SWAL��/ 0 1 1 I , . I., f 'fCC v ...".".".", . ....... I * 3 1 11 9 1 1 in �� 0 : ; I ........... I/ ,VKA.�.�.:.%_.' 1-- \'F......... .............—I. § ,,.., "...."�. ..... 1 I .j " 1- 1I1, ,. .."..., /2 % �, .-----------1-:----1_1- k"IM 0 . "13 e u:3 .X , 1-IIr- 1 Nkk c 4 d;A: Cl/ e"-IT 0T MIW/, 4 ,TRAC�10LANDSCAPE /,, =32 w " 30 �,� A38 31 / PLANTINGS AND CHOICE OF 6HIGH ./q0M aux u. flc 0 NIL FENCE.-WLLORMBRICKA33 TT i—1 L1i qALONG THE �A;E ,TRAIL V Z=Aa ():408?012r1I 1.i S,0 R=2839,79 ass f=IKAU Z "r6L=208,28T CT�$ -3 Q — M4 �l 0� / 11 /� ,` '_11f ,� %TRACT,K37 POND 2 F. e "', , SIN 'a/ 5' DRAIN (BA2 1 2c /`/1__/ S59*39'23"E �/ 0- ,, , %$Vb5.00(RADIAL) C0 / 1. APPROXIMATE/,e " WETLAND LIMIT - 36 � ,��, �, 100 YR FLOOD\ Y MBODICA & ASSdqWETLAND LIMITS ELEV. 76.0q Z L A- . I � S......I.., ..".....................0.....""'.......".... ....... .....".. ..."'... . .. ..I../.....I "..... ."., . , ...............". . ."."... '..",....1.:" , ..... T �� I,I �,.,t."1I I ' , , � . P- 'f."; ,-!�f ,; ,/.T...,.,...L. f .,� .,0.f/",;, /�I' ,�5UP I I.A=09'12'52LAND A��1PS\ PROWATE ,S : *O � " , F�* 1z�,I 1101`�11 , "";""%, �......../ ' —1kv BUFFER LIMITS OF / ' 1 =,�FLOOD ZONE C` , / 283479 � =* I".. zL455.90 ll1. z;`', ,. 5 A O..q±14.,0 : � ; , : �'1��;�$ : . : : 25' UPLAN ��r* r .. �TRACT 1R....*1."I""1l11', "": SUFFER 14 � ; 1�'11, 1A / ,.0 � , N "' 1"�, . ,10'LAND8CAPE TRACTWITH. � ..� l %� LAN: "PTINGS AND CHOICE OF 6HIGH` -,1. 0 %'� ��1 $, 1, jBRICK WALL OR VINYL FENCE "' ). -'0lg ,, TRA, GE IL __,I" , OD ZONE"A-10,.\ : X� ,\ "�"%'..RI TRATA. T Amf 1.. "",-"�.,.�, C �fA ,. /. // e, UPLAND BUFFER 1p...� � Q aln"/ 3' CONn , SERVATION/RETENTION __"* =3.20 ACA23-4514 I ' 35R=1333.24- _.- L=540.30R/W >_QZw � .. , 1;( , 1I (w�QL/L4- Q0_LLJ ? : : , i 1 11" k. .. ............. " �� ; ' ..- 11I.......... ...........�.. % S0010'58"W $�, I/ cr ,p , .. '�. n 11 1 � 0 ,t. e4; 1 �.,�; 111/f,:.-��_._`O I", r / .A,-x, L . .M\ cCl3) LL- CL 0 . >_ . � . 0 io (N % / I 00 lz� 1* (� I x- 8 o V_ o ,04 ,a *� , I- 'S I- 8 1w_ � t� "C z � 8 N John P. Smith, PE #63423 John P. Smith, PE ' 3423 '� rrI a Wu' l X� m> F5Do D C� Im zz -ZIz X�D r 0 > m DOo I it Cn rn0 ti C ' Z 0 Sn� C. z Z X n m En 8 D D M m O D 0 O m � z z 0O= rn m = rn rnn rn co D D rn� y rn 6 C�C D D z m Z Z M R' < = - � (n Cn orn in r N —.I m < m o m mCn z < ri D � r PROJECT 1 UTILITY GRADING &DRAINAGE PLAN 2/7/2006 REVISED PER DRC STAFF COMMENTS 1ST REVIE KMC NAME DATE 03-048 DATE OAK TRAIL PDA ��rn�G•.�i.�i%II//iI/ /�G•.�i%I//I �/.�.�iII�%iIt(!�i, /IIL: 5/4/2006 REVISED PER DRC STAFF COMMENTS 2ND REVIE DESIGNED BY SCALE Engineers, Planners and Landscape Architects 10/11/2005 7/31 /2006 DRAWN BY RESERVE m OF Cwdl�et.ofAuodzzUmWumbw.-7107 9/18/2006 REVISED PER DRC STAFF COMMENTS 4TH REVIEWCHECKED BY 1 n 43191 Maguire Blvd, Suite 190 Phone: (407) 898-IS30 APPROVED BY SHEET 06 OF 29 CITY OF OCOEE FLORIDA, I Orlando, FI. 32803 Fax: (407) 898.2644 DATE REVISION REVISED BY CADD FILE NAME 06-MASTER UTILLdwg LEGEND -0 -4- SANITARY MANHOLE y SANITARY SERVICES STORM WATER & CURB INLET WM POTABLE WATER RW REUSE WATER FM FORCE MAIN —► GATE VALVE & BLOWOFF VALVE v FIRE HYDRANT ASSEMBLY `r 1 POTABLE WATER SERVICES } REUSE WATER SERVICES r (16/1 0 i1 6 0 11w FIRST 100YR STORM EVENT - SECOND BACK TO BACK 100YR STORM EVENT—) ,/` f' / CO YENCE.,IS�VAi�€"f f !,!�'`" ................ �f MO 40 r FFE 83-00 ZONE : f ! f A , f ! , .... ! TO BAC .. f .......... fr 5 : D A FFE �4.50 r ! ! / 'f .. ................... 82 00 rr `�� r: \ J , f f / r! MOD A .00 ..:.. , .... FFE' ,..... 811� 50 YVM , ,r I I f.. : : % 127--777777 ---J r- .r r� !: : ...................................................... : O (( rf r% r :• r rf A ir� .........: f FFE A ''` ,,! r� : r 33 _82.00 RW46, f.. !r r 6 / \ / FFE � .f .... : PASSIVE....... .... r :-1 AREA f,.... : f .r R1 sn 41i W Z 16' W 4' 2' 3' S' 3' o tr BIKE °- LANE Z00% 2.00% 1� — DECORATIVE STREET CLARKE ROAD EXTENSION LIGHT (TYP.) SOUTHBOUND APPROACH AT CLARCONA OCOEE ROAD, N.T.S. i` TRACT 'A-1' PASSIVE . R€CREATI d N AREA APPROXIMATE 100 YR FLOOD (ELEV. 760) rn TRACT 'D' UPLAND....., BUFFER CON SERVATION/RETENTION.,-: 25' i 4 ............. LOCATION MAP s ."t pj ..oc 3 L ~ J_ p � O W z � 0 W m W Z o > ui Q v c rL v on U p � W Y try W at Lu w w w W � 2 tr N M d cn cn F— ice- H F- w w ww 0 0 00 U U 00 O LZ 1Z G_� I U) cn cn U U 00 Q' x M 0000 WWWW a a ao- Li w w w to to ch Nw w w W I.L w w o 0 0 00 N N � \ < , coQ M p N to ^ W J � H *. r o .Q too e to �c _� a y� d GS � a s cI ., d x r y L m� R n �c r 0 0 z Q� Q 0 J � CL W Olt ? J � W Z Q� O W o JILL- 0 V O O N O all �- O .� O W W P_ W j W John P. Smith, PE #63423 LEGEND TREE TO REMAIN SPECIMEN TREE 36" OR LARGER TREE TO BE REMOVED 0" 0 (SIZE)" OAK CD CEDAR MAG MAGNOLIA BC BLACK CHERRY BB BOTTLEBRUSH HC HICKORY TREE UNKNOWN TYPE OF TREE E ELM POND P PINE PM PALM MP MAPLE CAM CAMPHOR E EAR TRACT 'P' DEDICATED R/W TR, 10' LANDSCAPE PLANTINGS AND CHOIC BRICK WALL OR ALONG THE WEST C I 1 ik%; I 'I' 10' LANDSCAPE TRACT WITH PLANTINGS AND CHOICE OF 6' HIGH BRICK WALL OR VINYL FENCE ALONG THE WEST ORANGE TRAIL LOCATION MAP O� 3 o W W m z W Z W > J z3 rz ck: o v a v am v W W rt W a a w s H W W W W O U 0 OU O W N U aaa a 0 vwi W w 5 o N N \ N N � M � 0 N if r Inof J a a°a a°fo C o {ii L' ai 0W j °o d 0 J � o ai m C rL c � r W H m •c W ® C ' r ® W to 00 sw Robert E. Cantu #RLA0000531 TSLML ® L Aclk1r% LEGEND TREE TO REMAIN 0 SPECIMEN TREE 36" X TREE TO BE REMOVE TRACT 'O' COMMUNITY RECREATION AREA BUILDING 740 SF MIN WE' (BY MODI A AS FLAG( Robert E. Cantu #IRLAOOnn531 o W 1 Q z o W W � Q m Z Q p W V V � Q J 4 � U m C3 � M M W M ir N N M d' r r r Z w W W W V U U 0 Z O H N H H W U) U) U) U V 00 0 dW W W a. a- a 0 w 5 5 5 5 w w w w i lr-lnlrn) I m 0 J +. cq to i co CL x v m c =a 17 d 1; J ti = a a q d 1 L c *' W H m� i R w 2� T 00 Q C) ft O J LLJ �-Ll �or � W W LL!et 'Q W O LLI V.i QU O C) tn O N oy V.� .� O 0 y N TREE TO REMAIN SPECIMEN TREE 36" OR LARGER TREE TO BE REMOVED 029 0 (SIZE)- OAK CD CEDAR MAC MAGNOLIA BC BLACK CHERRY BB BOTTLEBRUSH HC HICKORY TREE UNKNOWN TYPE OF TREE - .1 It ; f I E ELM P PINE PM PALM MID MAPLE CAM CAMPHOR E EAR .......... fr 11e, .4 VEY CE SWALE*' r '; rr f` �"°�' .... .... ..... ..... 00, F".. 40 wm ooe o 71. KW .......... -Ioo\ 39 .. ..... ... . ......... ....... . ............... .. ........ ..... .... . .......... .............. . .... . . . ....... ........ .. 4-41TTO A 1Z "ZON I .................. x /000 > 38 `-x;1 .............. .r r 32 A P"',," WIVI y 30 eS...... .. . ...... . ........... L ............... ............. .......... .............. ........... 0 ............ . .................. ................ .................... . ...................... 401.1 ..................... .... .. - ....... n" .... 3 ..... A 37 ? 11 "'. 1 --7 ... .. .. .. .......... . . . ............ 11-1111 ............... ............ R (t. -ev V 4u, ir,. ............ ...... ............ o' h .... .. . . . . . . . . IAJ uj FOR CONTINUATION FO OF STREET wDw R CONTINUATION OF 'Pl SEE SHEET NO. 09 STREET S SEE SHEET NO. 09 Lu cn >.. ca En co WLZ 17t - W-IFI ` c� Qo > Cr cr of ir w CT `*62' ........... "OOND 2 ................... co is................... ............... .... . ..... "w ,77 "N ? 25' SETBACK ......... ... .... . ............. . .......... ......... BUFFER .. ........ ty 36 ?1!5/1 11: NIS " . . ........... ............ APPROXIMAIL 100 YR FLOO D .......... (ELEV. ->6 V% rr • -gvw .. .............. ... ... ..... UM . . ....... TRACT' Z OASSIV f E RECREATION AREA S f Ir, ' . . .. ....... TRACT'is bK .... .. b A I "'J J, 1 PASSIVE TRAO ... ..... .............. .............. .............. .............. 4RE REA ON AREA UPLAND BUFFER N -§itRV, ON/RETENTIO . . .... 44 • W, -0 *Qo: "N AR, �-4 N . .. ......... A 0 ............. ..... . .. ............ ........ . ......... . .. I ... .. ...... ........ . /A 11 0 W W W CL w CL cc W w w a w V) V) uj UJ W w co 0 o 0 o o ti -)1 0 0 04 to r*- CD o-)1 ....... 001 ............... ................ 2 a C6 as . ......... c JOS c 0 A c L . ................ 01 Q ft L .. . . ............. rm ul CIA IW6 4 Im to1k 0 J •c T X 0 ......... CL LL LEGEND TREE TO REMAIN 0 SPECIMEN TREE 36" OR LARGER TREE TO BE REMOVED TREE LEGEND 0" 0 (SIZE)" OAK CD CEDAR MAG MAGNOLIA BC BLACK CHERRY BB BOTTLEBRUSH HC HICKORY TREE UNKNOWN TYPE OF TREE E ELM POND P PINE PM PALM MP MAPLE CAM CAMPHOR E EAR AND 6' HIGH BRICK WALL (TYP.) TRACT '13-1' PASSIVE RECREATION AREA I RAV I ma— I PASSIVE RECREATION AREA LOCATION MAP Robert E. Cantu #RLA0000531 o W L a i z 4, m WZW�_1 Q U c O U a a v 0 N _t H H N w w W V V U U_ V) Q QLU cr w 0 cc w w w CL a n. 0 0 0 w w w v) cn v) N tq O) O N IL CC v E O {�. d J C C i L L r' fli W *d'' to � tpoh mN L � • Oft �� T._ T. !9 O Q D O -J TRACT 1G' DEDICATED R/W TRACT � -... �r TQ el"T WITH PLANTINGS TRACT ACE OPENSP.. y..t::., I TRACT TRACT WITH PLANT CAPE 10' LANDWALL (TYP �' HIGH BRICK NAD-, RANGE TRAIL ON THE WEST O CT RA ►H ACT WITH `� 0' LANDSCAPE TR IGH r. . OICE F 6' H CH ,,O 'PLANTINGS AND �" VINYL- FENCE f BRICK WALi A ;,: TRAI1 ` ALONG THE 'WEST OR .... ............. ACT ,B„2► OPEN.. SP ACEFf, ............ 5 ff :fI , fJ;• f f�f F =' �a Cn 0 a h n *n Cr 00 :�j= r POND A it ■ miff --. 10 LANDSCAPE TRACT WITH NGS AND CHOICE OF 61HIGH BRIG FENCE PLANTI K WALL OR VINYL ALONG. THE WEST ORANGE TRAIL f— w w w w 21' —0" 1 7'-6" •' Teen 3'-6" � 12" square file (forest 9 ) �.-----� 3,-6++ 1'_8 in 60+ sf area with ✓ !� Polished Gold Lucido" b letters. epoxy and R=6' pin in place. 1 I l l I l i l l l l 11111 -. ''�IIIIII{Ill{{111 ' 111 I �{1111111I!IIIII --- smb soldier (typical) • smb rolock (tYpteal)ical) norwegian red brick (typical) -� teal 5ig+� tall F.1evatio+' 1/4 - 1 0 • minimum wall height shaft be measbuofdfrom the wall. NaTE" 6 rode in the front and back highest finished g - 3 a ui LLJ � o Cn w 1 � N Q ,.. Z W m m m Z >- co p Lai W Z W > -1 3 v r p v <c v m p Y Y > w o: rN- Uj wz w 0 Z :a o o U U- L, V) tX to in u; U U a.- C3 o 0 w a ow- a- w w Cr- to N O \ F- N Lo r' �T 13'-6" 12" ft. per side. Sign lettering may not exceed 18 sq. Actual size specifications by others t perimeter �cre�n Wall column 5 '-0„ width Max. = Footer for 3 6" Actual size specification by others ---- Footer for perimeter and sign wall = 3,-0" width max. --- -- --- --1 ' Actual size specification by others I 21,-0" (typ•) 3 —6 , sign wall j T9101cal Sign LUail platl 5C AI..F-: 1/411= 1 - 0 Robert E. Cantu #RLA0000531 3 0 N x � � C Q h h x O U. J € d a 6 d x 'co d P; w •► w n i N ■ �o SIG T c �0 Z a <t -- J n= O C' LA- � d OL CL y J J � LU O � J � p N O \� Q o th Robert E. Cantu #RLA0000531 W 3 Q o Z W � t � E { �I �� •1/, Z z z W 4! 4! O QOUaQ CLARKE ROAD � � Q V Q Q � WM Q ., ,,,,. �:,,: 1 m /. , . {fn:;r: . ... :.:.;/l/.;/f /.;/l/ l fff % ;. ,,. / : f.n . /. ; . ,. ,: / / . . /.. ,i. ..... . .. ........:....:..:...... ........ ........ .. ........ l / f i,. ,. ,/. r/f.. . / .. .....r� % V 0 � / ;...;, :i ., ;./, .::. r,: / .. ,. ,,., . :f..:r. y�,«f :......,;,�;: ,:_....,: ,, , 1, / /, / /. /.. /, . /,.rr / / :. .;.. :. ... .... ,�. .,...: ! :.,. / .. : /': :�....,;,rr,/�......,�/,.,r,.,...,r;c.,..i.,,•...rr,/./,,,,,,.•i///..,.,,...,..i/:,iiriE .....i� :,f�>. ,,/� '/'. /.is / ;,�` .,,/.� /fS f/%;:. 1 � '• ifl/f%/LU n U w Ak 000 O NA^f0000 wvy4v 1 A Iz C, Sp, pC, otUM`/ 1 Z W 3 2 RFr 1 RFT 9 R£r 2 > Ns 2 NC 6 26' VI'VG W tt 26' 26' 26' 26' G Ct 26 ' 32T 33T 34T 35T2011 36T 37T 38T 39T s% oll 26 26' 26' 26' 26' U J o U W Q �. m cn Q: W o W TRACT 'N' cn 5 10' LANDSCAPE TRACT WITH PLANTINGS c� AND 6' HIGH BRICK WALL (TYP.) o o W E' � o N O LOCATION MAP J O O t AlC a J € d Ws b. ♦c 16 o. �k cIm $ iA m _ CLARKE ROAD w:%,,; . \ \ , _ /. Z _ Q I— O O O 1... U Q V Q V S,o RF >'.,, LL- S 2 O LL W O m Q W W 26 26' 26' 26' 26' 208' 43T 44T 45T 46T 47T CD co CD m co m co n Ns SB \ 26' 2 3 CGCU,yN .qjV°' %..... .., i"Jiil//• _ Se 26' SR SLLJ : ; '% %......; 48T 4T 156' CL 9 -'- 2 '' / : 50 51 T 52T 53T (j LLI rn file —Alf co S% fr n ,. l4n z O �l L" Q r r TRACT N ICONT.I 10' LANDSCAPE TRACT WITH PLANTINGS O AND 6HIGH BRICK WALL (TYP.) t LOCATION MAP o jl v I O Robert E. Cantu #RLA0000531 Z�-- TRACT 'R' LANDSCAPED MEDIAN LOCATION MAP TRACT 'S' % TRACT 'O' LIFT STATION COMMUNITY RECREATION AREA LOCATION MAP Robert F_ rrintii ZPl. ennnnr,zl D 3 'D U 2 Lu I Q o m z o o >� Q 0 Wo=QQ. O U ..o Q r N J :E cb cb 1.. coo a a c� a X 1 J ` ;o � c ,_c 40 a z ♦; sm r W F: N mN i co) 1L w �R cr)o P� 0 — O Lt. J � �Lu Q, W W CL v �W o z L`' W Q � o v 0 W 0 O O 0 O N 1 A A 4W � I► W 3 0 4•. U O W S 2 O W • it �" m Q , m m Z `I IV m D D ............................... CLARKE ROAD 0 I o o o cn r < t L1'• Lam_, </ `�'! L: ' 0 C;K ;, s,`lt,. "r.. ,L\ jEm L1 L / •,</ L% Lt <' L1 41 < Vi W Ff„ 0 0 0 Lim -70c*- 0 W U W 96' 80' 80' 80 80' 6-24" COLUMNS LI SB QV QL R Q�/ �/S QL \7--18" COLUMNS m SR 2 2 15 QV rLl\SB O AN Sp 5 3 12 2 1 2 2 3 12 W 75 3 — — — 0 0 o w Q �m c I I I I I I U cn w o I I I I I I I I I w 4 5 LOCATION MAP W of TRACT 'IVI' N Lw 10' LANDSCAPE TRACT WITH PLANTINGS 0 !! AND 6' HIGH BRICK WALL (TYP.) `y o J .'e a dR � 0 to o C x Q c aF` c • V If N i c o J c d »»,...,».,,,,,,,,,,,,,,,,,,..,»,»»:,»..,,»,,,,,,,,,.,,,,,,.,,.»:,,,,,.,,.,,.,,,,,,,,,,,,,,,, »»..., a.. O ......:»:,»,,,..,,..,,,:,,. ,,,,,».: ,,,,,,»,,: ,.::::.,,,,,,,,,,,,»,» »:,:::»,:.:.,,,:,,,,, : ,,,,,,,,,,,, .:,» , ,: »:» ....,,,,,,, »:. ,,,,,,,,,:,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..,.,,,,..,,,.,,,,,.,,..,,,,..,,. ........... ........................._........................... CLARKE ROAD :::,:..,, + low d i TLT r t L , , • :R —1< r 1 < LI �4� < <r tt 1 ct• �, [�<<• <r 1 L �1 <r ` r i U L �t t L <r < rfO o 000 000 0 ! o Q 0 0 V- 80' 80 80' 80' w QV VS QL QV RF Q�-1s" COLUMNS 87 O QV LI > 2 15 2 2 15 2 SB RI AN 2 3 12 25 50 m 3-24„ COLUMNS W F— W cry I I I I I I I W Q, 6 7 � g I i I o� 10 or LOCATION MAP W �' W v �W o Q� TRACT 'M' [CONT.) 10' LANDSCAPE TRACT WITH PLANTINGS �) V AND 6' HIGH BRICK WALL (TYP.) La La U et• N O � O o ril co a e H x y Robert E. Cantu #RLA0000531 SEE NEXT PAGE FOR CONTINUATION TRACT W / TRACT 'C' / TRACT 'C-l' POND A / POND 8 gP-P- TPArT 'r`' LOCA1 3 b o v W g z W m > m m Z m W Z W r Ck Q v on U � o Y W y I.V cic 0 Z N H Z W O U z O Q Ex N U a: 0 x W (L 0 w N w d- o v y 0 � a14'� v a a x+ 0 s „ .. C O W W J = t L C �\ m i 8 6 d w �\ ai y: C a' lu h � � g mN L ,'am 1-6 r cl 0 Q 0 cr J Robert E. Cantu #RLA0000531 N p mm CW D � = c n -I I I � \ JC)00 \ \ 83 r O 0 a 0 Z ic a b C� D C,4 n L"71 PROJECT 03-048 LANDSCAPE DETAILS DATE 1011112005 OAK T RA I L SCALE 1 "-_20' RESERVE SHEET 18 OF 29 CITY OF OCOEE 4/4/2006 REVISED PER DRC STAFF COMMENTS 2ND REVIE41 KMC NAME DATE PDA /�/'II�G•�i�i%II/I:// /�!'!(i%I//I �.q.gIIC%3IrL!(i, //IG. i DESIGNED BY Engineers, Planners and Landscape Architects DRAWN BY Cwtifleef. of AuUmizatiue Number. 7107 CHECKED BY 3191 Maguire Blvd, Suite 190 Phone: (407) 898.1530 APPROVED BY FLORIDA Orlando, Ff. 32803 Fax: (407) 898.26" DATE REVISION REVISED BY CADD FILE NAME 18—LANDSCAPE.dwg Z� TRACT 'Q' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) TRACT V / TRACT 'B-1' 10' LANDSCAPE TRACT WITH PLANTINGS OPEN SPACE AND 6' HIGH BRICK WALL (TYP.) Robert E. Cantu #RLA0000531 0 U Z LLJ I ,Q O Z Z p m Z 3 Qcl: W Y uj U UIX ' m o Q: Ix � Q Z J c:j U m Y ti j Lj h- .— N Z W O z U O LLI cn a: U it 0 Ir W a v x� yr In r i am /\ J a h h 9 o 13 p ; = t� 0 Y. J d 10111 x (A S 01111 9 � V rL 1= CD i �g m N L � ea r C9 O ................. ............. •.. .. ............. ........................... .............. ............. ............ .... ........... . ............ ......... .. ... ..... . ............. .... .... ......... .... ............. . ..... ....... ... . ............. ............. .... . ............. . ............. 0 m/ Elf 10 ........ . .. 11 ........... TROUT LAKE ROAD ......... < 14 o's ............................. . . . . . . . . . . . . . . 'e" AlkA boGeffl 'U, ol Alv . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lai I-,- IL %e I I A �o ry cn > Z6 1 )C-JY )>w 9 Z- 9 Z- z )C-Jy )V>) En01 ca >- > cn > mW TR D 2 Lr) a > -iV)LO D cy z M > 0 Q L.0 LLIcy -j D V) cy 6c 02. �. U co U 00 i 0 U) 04 CL cl LO I 11 I I 12 13 14 15 LOCATION MAP n (n LIU: TRACT V 10' LANDSCAPE TRACT WITH Uj w PLANTINGS AND CHOICE OF 6' HIGH ui w BRICK WALL OR VINYL FENCE z z N c*4 z ui z ui 0 .......... ..... ......... ... ............. ............ ............. ...... ............. ... ........ ..... . .............. .... . ............. .. .............. .... . .............. ....... .............. .... . ...... ........... . ...... ............. ....... .............. ... ......... ............. ..... ........ 0 0 0 Z TROUT LAKE ROAD 0 U- ci U. a in < .......... < U- V) Lt- (n �po �0- (Au C4 Ext c r- 0 w a 0 c) Rc z 0 o: w wCL 0— g Z- 14 Wj/<j-r In V) LO cn > > V) cy cs z > m N ry ui in w z ccy% C-4 —1 0 U) v- 0 0 o > 0 co 00 l< 0 NN Q m l Uj I 16 I I 17 I I 18 I I 19 < m LOCATION MAP TRACT V ICONT.) LLJ CIO cf) cn (am 10' LANDSCAPE TRACT WITH CL PLANTINGS AND CHOICE OF 6' HIGH BRICK WALL OR VINYL FENCE 13 c a IL J 0. N c c c . H d TROUT LAKE ROAD ... ........... ........ ............. ....... ............. . ....... ............. .......... ............. ....... . .. ........... ............. ........... ............. .......... ............. ......... . .... . . . " .... ...... ....... ....... . ...... ... ....... ... . ...... ....... ....... ...... .... 4% h. AS Mg., MIND 1 . . ....... ch Q c QI M. pmr, Ald Milk Al""X Al f -- AN /Y D001 k---( 6� &C�Q' uoc ob—)Ocff� is 7040 0 V) z 0 2 v c < > cy (f) > C'4 > > T. 62 16 m0) U) C-4 00 C) Ot 0 U 0 L Li 19 QJ > 0 W m < LOCATION MAP Q cj:� W Li POND 2 Q Q) ,, W > cy 0 ft sm . . .. AA TRACT 'A-2 TRACT V ICONT.11: cz RETENTION 10' LANDSCAPE TRACT WITH PLANTINGS AND CHOICE OF 6' HIGH BRICK WALL OR VINYL FENCE (n Robert E. Cantu #RLA0000531 W 3 o a v LAJ La N m>- ;mUj r cla76) ,, ,/... Weg 034 3 W Al ff !. O�V m o D Y � OQO z � 2 Q� FZF RF z W W 0 N N " » ».:,,,:,: ,:. » � Z Z O WEST O U- NGE TRAIL N ............... LOCATION MAP ..................................................... W W a ....................... o s s W W Of O TRACT '1' N N 10' LANDSCAPE TRACT WITH d. PLANTINGS AND CHOICE OF 6' 'HIGH BRICK WALL OR VINYL FENCE ALONG THE WEST ORANGE TRAIL ar r N i a O O (� p GI 44 It e 11 c W MA d C (A A c a c q d NQ 16 \ c z ,,. frr .. ///'/', :':%::i• i •.�irF "n, f.f.�:,,,.f�f/1.,,..fi !/ j �..� ..•,. _..- f. ..... /lIf / /c,......r ..... All cl O YC V /�. "»,......GO :: „ ii / /i..../7%;/'.,.%ice%%:.,,.%f�;..... .../ k'i /'`$ :, „ :, i a Q QQQ p_ QQQQQQQQQ O - O O O w Lj� w > O �5 2 Q) m Q Q JLQ Uj W Q ON MAP WEST ORANGE TRAIL CL ..:............... ........ . : ..:. :....: . cry p � c W Z W Q p J U TRACT '1' [CONT.] 10' LANDSCAPE TRACT WITH LL- PLANTINGS AND CHOICE OF 6' HIGH O BRICK WALL OR VINYL FENCE ALONG THE WEST ORANGE TRAIL:; V o rn � N M \ No a o vs y Robert E. Cantu #RLA0000531 W 3 p Z W g 02 4, ' , " �- r m>. 03 co Z 31 T � m Q WzWWW U ! Z > Y - 14Tr% QLLJ CL ry 0� (f) ry W O w 00 ..................................... LL s .. W �1 .................... Z Q r:.......:,,,,,,,,fr, :::, ........... LOCATION MAP .-r LU : ...% PER %IUFF �' j6 "i; it/':i" i%!''/I�%f :ir%'S ..-:%y:j: `%f ,ii,'•'s% t rr::" r/, ., r., : ::,vrr."1rr ru:/,,:, f./.:/ ,::, .: ,:.J : 2 t : i 2 it i 0 .: ...:............. ......::: ;. ,; ,.: ,:" • :::::::::.:::::.lrrriv{rvfr/f:nrrrn.'rr':•r/:..y;,n:F:n:.:i.....�� rr:.i.::,ri„iir/rn::,,..,i,..."",/dufffffflr„i. r....J/ :,ffufnff ............. ;:► wLL R1� ............... N .:.....:......::...:..... ; U Q: 0 W a 0 TRACT 'H' / TRACT Ui 5 10' LANDSCAPE TRACT WITH w PLANTINGS AND CHOICE OF 6' HIGH cr BRICK WALL OR VINYL FENCE 0 ALONG THE WEST ORANGE TRAIL N � o E v N a o 0 oil C a _ i s L . 16 s { _ c q d Ul n vg Q ;.......... ;! I . Q A .D 13T / 'co ' N , to 4Tco 00 119' 9 5' trr Q ' oo,'�$Cc o00 ° LLJ O �� Q�. QJ S Q�. Q� N _J LLJ w� � ...,rrr,,,,,.: r �.r„rrr::rr,rrr...,,.rr.rrr,..,:.:r,,,r:,.:,,,rrr,:..rrr.,:rrrr,...r,,,,,,::,rr,.::.r:,,...rf,,.,:rrf...,.,rr,,,,.rr,rr..rrrrf,,,,::..r,,,r.»r,,,,..:rff,,,,:r,,:.:.r,.,r.,,r,.r,r.,r,rr. r,r„r,....r,,,.,rrr,,,, rr,:rr.,r,,,r,..r,.,,,,,,..rr„rr .. p � , W...:..::.:::::rr,.r:r:rr,.r„r,.,.rrr,,,,,,,,,,,rf„f,f„f,,:,.rr,,..:::,::,:.:.�:rr::::..,...»:::::::::::::::::.::::.:.r„r,.,,,,.r.,.r.,.,.,:.,,,,,,,,,,f,,,,,,,,,r,,,,,:::::..::,.::::,,:::::::::..:.r,:::.,,,,:,f,.:.:,.::,::::..:rr::.,,.,,,frf,,,:,::..r:,»»»::»,,,...,r,.,,,,,,,..rr,.,::::::::,.r..rrr,,,,,ff,,,,,.:,.,:r:»:.:..,.,.r:r,..,,,,,f,,,,:,,,..:::::::rr„rrrr,,,.,r,,,,,.,,.,:,::::::::,.,r,:r,.,,,,,fff,:::,::..rr,,::::,,,r,,.:....rrrr,. .,,, CC � � SPH A :LOCATION MAP � ��f �WEST ORANGE TRAIL , r,,.,.... rf,:rr„r:,,rr.rrr,,:rrrr.r,,,,,.,,, �"v ..rrr,r..:,r,rr,,,:r...,,,,,r.:,,,...:.rr„r,"..rr,,,rr,,....-.,,,rrrr:,,,.rr, rr,,,r,,..rr.,,:rrr:,..ff,,,rr... . TRACT 'H? [CONT.] / TRACT 113-2' z W Q o v 10' LANDSCAPE TRACT WITH O PLANTINGS AND CHOICE OF 6' HIGH BRICK WALL OR VINYL FENCE ALONG THE WEST ORANGE TRAIL Li. O V O O III N W O ti Q W x c h h €I a Robert E. Cantu #RLA0000531 1 0 0 m M 110.. N -'s . .... -N- PROJECT # 03-048 LANDSCAPE DETAILS DATE 1011112005 OAK TRAIL SCALE 18�_20.- RESERVE SHEET 23 or 29 CITY OF OCOEE FLORIDA 5/4/2006 REVISED PER DRC STAFF COMMENTS 2ND REVIEW NAME DATE V.q,f r Ifift fe DESIGNED BY PAPA Strofem-whmmal De.-dryat A. P i DRAWN BY Engineers, Planners and Landscape Architects CWHI.st. of AuMmIzation K=b�: 7107 CHECKED BY 3191 Maguire Blvd, Suite 190 Phone: (407) 898-1530 APPROVED BY Orlando, Fl. 32803 Fax: (407) 898.2644 DATE REVISION REVISED BY CADD FILE NAME 2J—LANDSCAPE.dwg PLANT LIST FOR OAK TRAiL RESERVE ENTRANCE 50ULEVARD, RECREATiON AREA and LANDSCAPE 5UFFER5. QTY SYM 50TANiCAL NAME (COMMON NAME) PALMS: 21 SP SABAL PALMETTO (CABBAGE PALM) 10'-18' CT± MIN 29 AR SYAGRUS ROMANZOFFIA (QUEEN PALM) 10'-20' GRAY WOOD CT± MIN CANOPY TREES: 159 QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HT± 3" DBH± MiN. 42 QL2 QUERCUS LAURIFOLiA (LAUREL OAK) 30 GAL., 14'-16' HT± 2" DBH± MIN. 22 MG MAGNOLIA GR4NDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-3B" DBH, 14'-16' HT X 5'-6' SPD 46 TA TAXODIUM ASCENDENS (PONO CYPRESS) 30 GAL., 12'-14' HT± 2.5" DBH MIN. UNDERSTORY TREES: 30 CC CERCiS CANADENCIS (REDBUD) 30 GAL., IB"-2" DBH, 8'-10' HT X 3'-4' SPD 20 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HT± 4' SPR., IB"-2 "DBH± 4' CT 31 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 GAL± 12'-14' HT± MULTI -TRUNK± 5-1 TRUNKS± 3- IB" DBH MiN. SI-�RUs: 116 IF ILLiCiUM FLORIDANUM (FLOIDA ANISE) 3 GAL, 30" OA, FULL, 42 "OC 158 RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 36 "OC 85 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' -1 GAL, 30" OA FULL± 32"OC 150 VO VIBURNUM 050VATA (WALTERS VIBURNUM) 3 GAL, 30" HT± FULL± 48"OC 201 58 SPARTINA BAKERII (SAND CORDGRA55) 3 GAL, 24" OA, 42 "OC 51 PC PLUMBAGO CAPENSIS 'IMPERIAL BLUE' 3 GAL, 30" OA, 48" OC 10 SR STRELiTZIA REGiNAE (DWARF BIRD OF PARADISE) I GAL± 36" OA± MULTI GrtROUNDCOVERS: 160 Ri RAPHIOLEPIS INDICA (DWARF INDIAN HAWTHORN) 3 GAL, 12"-14" OA± FULL PLANT, 30" OC lit DV DIETES VEGETAL (BICOLOR IRIS) 1 GAL± FULL± 24" O.G. 102 JP JUNIPERUS 'PARSONI' (PARSONS JUNIPER) i GAL ± 12 -18" SPO. 400 AN ANNUALS 4" POT± FULL 6"-6"HT X 4"-6 "SPD± 12" OC LITTORAL ZONE: XXX 552 SPARTiNA BAKER( (SAND CORDGRASS) 1 GAL, 12"1 FULL PLANT, 36" OC XXX PC PONTEDERIA CORDATA (PICKEREL WEED) BARE ROOT, FULL 18"+, 24" O.G. XXX SL SAGITTARIA LANCiFOLIA (DUCK POTATO) BARE ROOT± FULL 18", 24" O.C. --8'-0" CTR TO CTR POST CAP � � 7'-7" FACE TO FACE F3" 1- 5 1/2' 5" SO POST 7/8" U—CHANNEL 7/8" x VIISYL EIDINC6' •YP• 6" T dt G PICKET 1 1/2" X 5 1 /2" RAIL 5 1/2"_j BOTTOM RAIL INCLUDES I I T 2- [51 MM] NOM REINFORCING METAL INSERT 30" [762MM] NOTE: FOOTING WIDTH TO BE (2)X POST WIDTH. MINIMUM DEPTH 30-. PRIVACY STYLE FENCE L_ NOMINAL 8' SECTION LENGTH FENCE SECTION ELF.V,4TiON PLANTING NOTES 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE il IRRIGATED BY AN AUTOMATIC SYSTEM. THE IRRIGATION SYSTEM SHALL DELIVER 100% HEAD -TO -HEAD COVERAGE FOR ALL ST. AUG SOD AND PLANT BED AREAS. 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3" OF PINE (BARK NUGGET MULCH. 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WiTH 3" OF PINE BARD NUGGET MULCH. 4). iT 15 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR WiTH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS AND ARCHITECTURAL PLANS 80 AS TO PREVENT DAMAGE DURING Tl� IE INSTALLATION 1 OF THE LANDSCAPE MATERIAL. 5)_ STAKING OF TREES AND PALMS 16 AT THE OPTION OF THE LANDSCAPE CONTRACTOR. HOWEVER, IT 15 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL TREES, PALMS AND SHRUBS iN AN UPRIGHT PLUM CONDITION. 6). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ARCHITECTURAL OR PAVED SURFACES. 1). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. i ACCORDING TO THE GRADES AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 8). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54" ABOVE THE TOP OF THE ROOT BALL PER CITY OF OCOEE REQUIREMENTS. i 9). THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO SHORTER THAN 90 DAYS FROM THE DATE OF THE FINAL ACCEPTANCE BY THE CLIENT AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM - E YEAR WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY!11 DESCRIBED IN WRITING AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR. 10). BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SiTE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY Del AINAGE PROBLEMS. f i1). CONTRACTOR SHALL REPAIR OFF -SITE AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 12). QUANTITIES PROVIDED ARE FOR CONTRACTORS CONVENIENCE ONLY. IN CASE OF QUANTITY DESCREPANCIES THE PLAN SHALL RULE. REPORT DESCREPANCiES iN WRITING TO THE LANDSCAPE ARCHITECT AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS. 13). ANNUAL PLANTER BEDS SHALL BE SPECIALLY PREPARED. SPECIAL SOiL MIX TO A DEPTH OF 8" MINIMUM SHALL BE PH ADJUSTED PRIOR TO PLANT INSTALLATION. THE USE OF SLOW RELEASE COATED FERTILIZER iS RECOMMENDED. 14). ALL AREAS NOT DESIGNATED AS NATURAL OR LANDSCAPE BEDD SHALL BE SOLID -SODDED WITH FLORATAM ST. AUGUSTINE SOD, PER CITY OF OCOEE REQUIREMENTS. 15). PLANTINGS SHALL MEET THE CITY OF OCOEE 50% MINIMUM EVERGREEN REQUIREMENTS. • 6'-0' MINIMUM, MEASURED FROM THE FINISHED GRADE ON WHICH EVER SIDE IS HIGHER (FRONT OR BACK OF WALL) (o' 5FRICK WALL SECTION NOTES I. TREES TO BE PRESERVED TO BE SURROUNDED BY AN ORANGE CONSTRUCTION FENCE WITH 2 "X4" POSTS SPACED NO MORE THAN 6' APART, 2. ALL TREE PROTECTION METHOD SHALL CONFORM TO THE CiTY OF OCOEE LAND DEVELOPMENT CODE CALCULATING TREE PROTECTION ZONE 1. EVALUATE THE SPECIES TOLERANCE OF THE TREE: GOOD OR MODERATE. (SEE LIST ON NEXT PAGE) 2. IDENTIFY TREE AGE: YOUNG (2096 OF THE TREE'S LIFE EXPECTANCY), MATURE (20% - 8096 OF THE TREE'S LIFE EXPECTANCY), OR OVERMATURE (80% OF THE TREE'S LIFE EXPECTANCY) 3. USING THE TABLE BELOW, FiND THE DISTANCE FROM THE TRUNK THAT SHOULD BE HUL T P �13� �t ilk tDcF?Tr�,4T ION ZONE: RADIUS (iN FEET) FOR THE TREE PROTECTION ZONE. EXAMPLE: NOTE: IN NO CASE SHALL SETBACK BE LESS THAN 6' DIAMETER MINIMUM SPECIES TOLERANCE TREE AGE DISTANCE FROM TRUNK FEET (PER INCH TRUNK CALIPER) GOOD YOUNG 0.5' MATURE 015' OVERMATURE 1.0' MODERATE YOUNG 015, MATURE 1.0, OVERMATURE 125' .E CONSTRUCTION SOURCE: TREES AND DEVELOPMENT, A TECHNICAL GUIDE TO PRESERVATION OF TREES DURING LAND DEVELOPMENT. TREE PROTECTION eARRiER DETAIL. 5 LAYERS BURLAP 2"x4" BRACE — 3" EARTH SAUCER TO HOLD WATER . BACKFILL OR IMPORTED 3" HIGH EARTH SAUCI r• Y BACKFILL OR IMPORTED •AR,:ft SOIL .:• LIMIT OF MULCH+.+a. 3' 11" X BALL DIA. FIVE 27x4'X18" WOOD BATTENS SECURED VNTH TWO 3 4" STEEL BANDS TO HOLD BA S IN PLACE 00 NOT NAIL BATTENS TO PALM. 3' MULCH t— 2'x4'x3' STAKE !V -- 2"x4"x3' STAKE 2"xe BRACKET ti •' � - rXe BRACE • tia."ra• �K :':. '. . ,err; •%• w PALL-1 PLANTING DETAIL 3Y CINCH TiES DRIVEN X MIN. INTO SUBGRADE' SAUCERr EARTH TO HOLD r BACKFILL (III v` fall- a� •q IMPORTED OR x .,:;•: •�'" ' 'r, NOTE. PROVIDE 3 STAKES SAUCER BERM -.� • �> AND CINCH TiES PER TREE BACKFILL —;;" .•►tom OR IMPORTED SOIL :, �• .SOD a♦'' LIMIT OF MULCHT. •• : �` 32" CINCH TiE t.t .. e • ,. STAKES TREE PLANTING DETAIL andscape Buffer 10' (Typ.) _ y, LeiSMB co umn cap o Wa I I Cap 0 2" DIAMETER LODGEPOLE :W�y �, ,�,, W ( • p STAKES, 0 rJ'MB soldier W o p DRIVE 18" MIN. INTO EXISTING SOIL ^'} oO Brick ruining bond 3' MULCH LAYER c 32' CINCH 11E (2) r�`'w, • v �3 grout c 311s with 04 bars vertica l 2'o.c. 3" EARTH SAUCER 3" EARTH SAUCER w ° w �`� W~�"'� SMB 80l101ier TG HOLD WATER TO HOLD WATER •O 3" MULCH V` 4V 8" minim�im fill Over footing FINISHED GRADE EXISTING sidewalk ° aF 2*ABOVE �GROA�DE % BACKFILL 1��(>ROAADE GRADE Finish Grade _ �`MPORTED Finish Grade ` - 12 x 3611 max. width concrete column BACKFILL EXISTING SOIL — OR IMPORTED footing w/three 0 5 bars continuous SOIL - X BALL DIA. 2 X BALL DIA. 12"x 36" max. width concrete footing NOTE: PROVIDE 2 LOOGEPOLE STAKES for wall w/three 0 5 bars continuous AND CINCH TIES PER TREE Note: Compact all footing sub -base soil to 95 percent of maximum t-IULTI -TRUNK TREE modified proctor density. 5HRU5 PLANTING DETAIL 6' ht. perimeter wall with la" Sq. column PLANTING DETAIL NOT TO SCALE i I NOTE: 6' minimum wa Il height; measured from the finished grade on whichever side of the wall is higher, front or back NOTE: Use 9 gauge truss type joint reinforcing every 4th course For horizontal reinforcing. NOTE: All column design shall be checked and certified by a Structural Engineer prior to final Construction and installation. NOTE: See plans For "wall length and column quantities along Clarke -Hobson Road and Clarcona-Ocoee Road. WALL SECTION DETAIL Z Z W m W Z W J QV LU p U AZE v > m C� W � Y y Lw LAJ w W W X V_ a N C3 z O C) z O U L? 0 Z in � in � u In W 0 0 C3 Lj a a V) w U) w � w mot• r" 0 i in x� r41 r N a CC s ....� x a C M z C W —04 L N z s C q 0, ' L Cco Oi x' r lu *a'' U) m� �` .1M2,0 IN if C oi.r N. 0o 0 J Q � Q r ^ o Q� W Z Uj Q � J V 0 O tn N I S o 2 N Robert E. Cantu #RLA0000531 CD I&ISP s C)<\ Iv TRACT 'E' CITY OF OCOEE TRAk/C W H 10' LAN DSCARE-%--..,,TRACT"': A %-T., PLAN TING ."V//; " AND 6 .. B R I Am A YP. to co 000 12, 10'LANDSCAP AND 6? Ae ow A 38T A A 37T A 36T A 35T A 34T A 33T A 32T 31T 04 p Mom. N19 . ..... ... Sol 13 LU 6: E3 131+00 CD . . . . . . . . . . . . . . . . ASPHALT ............. ....... ..... VIP A J, mum". A, A 46T A 45T A 44T A 43T A 42T Al 41T 40" Ir A 39T O ti A 25T! A 26T A 27T C:) A Q•Q�� 28T A 29T 'SOT T R:T f.. .. . .. .. .. I'TH 10 IL D'SCAPE TRAC' X Hdf� 61 W(3- \PLA -,,,A,' ,DRICKl, WA 'OR VINYL FENCE ALON'G THE W T. ORANGE TRAIL 0 0 fr- 0 �L 0 LOCATION MAP`/ 24 x> D % f?O ............. .......... ........ . ..... A I 17T A 16T L. A 15T d A 14T 24T A A I 23T 22P A 21T A 20T A 19T A 18T ........ . . 17, T RACT 10' LANDSCAPE TRACT WITH PLANTINGS AND CHOICE OF 6' HIGH BRICK WALL OR VINYL FENCE ALONG THE WEST ORANGE TRAIL --j cc, A cri A 5g A 51T A 50T 49T 4T 4A 0 cq B 001,0 1T 00 2T B 3T B 4T B 114 5T E 6' Z R� STREET •' PRI I- Uj TR ACTi z uj ocam Cc BAN LL 0 —75.9! LL (-n SECOND BACK TO BACK 100YR STORM EVENT �pP FIRST 100YR-,., STORM EVENL-�7'5., B 8T B 9T SF 10T B 11T 12T B 13T w 0 cn U- LLJ cn w a. cn 5; w Ir co L cri <1 04 A p ;6 CL A c C 0 LL c I j .0c L .0 c 0 4) s c mN Oft c 00 cic O John P. 'Smith, PE #63423 r CLARKE ROAD cAil F� �. < • L [ TRACT 'M' 10 LAN bSCAPE TRACT WITH PLANTINGS AND 6' NIGH BRICK WALL (TYP.) <,• . <SG 'i, ' • vt ' � . CI � <y sr -.. , •<��i ' d� •:cr • ' <� •i�il� •. 1�<<• : <� F____1 F_7___1 F____1 F__7 1 2 3 � 4 5 6 7 9 1 1 9 1 1 10 J L I L —1 L —1 L -1 L —1 L I L L -1 L ZWZ W TRACT 'S' zz 1-= n STREET C vyN cc LL LL JU W U. ca —75. Tols ECOND BACK TO BACK 100YR STORM EVENT FIRST 100YR STORM EVENTS i i it 1/ s LIFT STATION T ffVT -SECOND BACK TO BACK) 100YR STORM EVENT 1iI� Imp - A 45 I TRACT 'O' H Z H COMMUNITY L RECREATION AREA BUILDING 740 SF MIN 75.95---- \ MODA I FIRST 100Y` \ 44 STORM EVENT \ SECOND BACK TO BACK 100YR STORM EVENT cn \ TRACT 'K PASSIVE RECREATION AREA MOD A 43 I I MOD A 42 MOD A /41 � J MOD A � � \ 40 MOD A � v / �� • 39 / MOD A � \ / 38 \ � � � / �33 FOR CONTINUATION OF STREET •B• SEE SHEET NO. 27 5' DR EASEM STREET °C° 25 20 L L F F 26 i 1 2, L 1 L F F 27 22 L L F F L---� 23 L J 29 I I 24 4OD A I 32 i MOD A 30 I I %J' DRAINAGE EASEMENT TRACT '0' Jmmm� 10' LANDSCAPE TRACT WITH PLANTINGS W AND 6' HIGH BRICK WALL (TYP.) z �, MOD A 14 cc L I� F � Moo A ,5 NOD A 's 17 L---J i I A 18 I \ I 19 TRACT 'A=2' POND 2 N i f i., � � cz t`r Z 41 LAJ / J W ,17 D Q. D D V Q D v A 8 A 9 >—TRACT V 10' LANDSCAPE TRACT WITH PLANTINGS AND CHOICE OF 6' BRICK WALL OR VINYL FENCE All Y=15' DRAINAGE "EASEMENT 15' DRAINAGE EASEMENT cn Z � o o cn W cn w w 0 w V) W 0 `c to r ° 0 a v c. h 1 00 � is c 0 M .�r o. 0 J L � F �c c q d L d W y m� I� • 4_ i 0 -.. 0 O QLu Q �C'r -JLLJ Q aC W � 0� W C) V O LL_ C) Ir 00 N N O W a 0 H (Inc John P. Smith, PE #63423 11010, MO3D8 A WEX ............. M TRACT 1'. 10' LANDSCAPE TRACT WITH PLANTINGS AND CHOICE OF 6' HIGH BRICK WALL OR VINYL FENCE ALONG THE WEST ORANGE TRAIL FOR CONTINUATION FOR CONTINUATION A '113'r OF STREET wD'w OF STREET SEE SHEET NO. 26 SEE SHEET NO. 26 17 Lu (XI Cl >- M cn cl uj ca Q CX (L CL ZLu L'j Z Ld 0 LL cn it w a_ 0 w (n w 5., cr- (0 0 0) cb lz 0 W c c J es L to r aa IL SO —04 . 0- c .3 U) cp so c C) --j John P. Smith, PE #63423 MEDIAN �11.33` 4:1 MAX. —ll SLOPE 1 MINIMUM 1.5" ASPHALTIC') t .33' CONCRETE, TYPE S—II 2.00x I 2�_ 2.0ox (1, 2.00x MIAMI CURB --"�� 4" CONC. SIDEWALK 6" STABIUZA11ON (BY HOME BUILDER) 50 P.S.I. FBV (UNDER CURB) 1 SOD (BY HOME BUILDER) TYPE "D" MEDIAN CURB 12" SUB —BASE SHALL BE 6' MIN. SOIL CEMENT BASE COMPACTED TO 98:6 OF THE MAXIMIUM DENSITY AS DETERMINED BY AASTO T-180 TEST METHOD. STREET 'A' ENTRANCE N.T.S. 4:1 MAX. 12' 0 z 0 n TOP EL. 77.5 JM 1.5" ILTIC CONCRETE S-111 m 0 z 0 FI VARIES cS` 6' 4" =3/4 611 ASPHALTIC CONCRETE ,. /LIMEI.OK 1.5" „ •• BASE: ; i 6 COMPACTED.. SUBBASE ,. HEADER CURB NOT TO SCALE 314" 12" MIMI PAVEMENT • ° rn t• :....• :STABIL'IZ�O 5U9GRADE,;' °' . ' TYPE A (MIAMI) CURB *Note: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement the thickness of the lip shall be 6. unless otherwise shown on plans. FDOT TYPE F CURB L in :E-6; Mtn.Std. -4" TYPE D MEDIAN CURB TRACT C Lu17►1: • CONVEYANCE SWALE DETAIL �DHW 76.53 (100YR/24HR) `—CONTROL S = �NWL) 75.68 �DHW 76.28 (10YR/24HR) BOTTOM EL. 69.00 DHW 73.18 (100YR/24HR) DHW 71.37 (10YR/24HR) SHWT 66.0 NOT TO SCALE POND A SECTION NOT TO SCALE 1 1 -=^ rl A 1 W TOP EL. 77.5 —EXIST. GRADE TOP EL. 77.5 ovnu•rn 6" 37" 6" 'I TOP' F SKIMMER ".GRATE EL. —BOTTOM OF SKIMMI I I t 24"RCP 24" 'RCP INV EL. RnTTnm FI _ NOTES: 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND THE CAPTION 'PARKING BY DISABLED PERMIT ONLY, AND A 'FINE SIGN'. ALL HANDICAP SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. 2. BOTTOM OF SIGN TO BE POSTED 84" ABOVE PAVEMENT. 3. MAX. 2x CROSS AND RUNNING SLOPE ON ALL HANDICAP PARKING SPACES AND ACCESS AISLES. NNDICAP PARKING STRIF FDOT TYPE 'C' INLET NOT TO SCALE SKIMMER 76" 6" 6w F1 TOP OF SKIMMER EL. 76.18 GRATE EL. 75.68 — BOTTOM 1I0F SKIMMER EL. 75.18 — 42' RC INV EL. 63..30 BOTOM EL. 62.30 i _ STRU fi TURES DETAI FDOT TYPE 'G' INLET I NOT TO SCALE 10' BERM ±34' (MIN.) VARIES I DHW 83.07 (100YR/24HR) `-DHW 80.42 (10YR/24HR) OTTOM EL. 76.00 2 POND 2 SECTION NOT TO SCALE 0 w z WALL w n EXIST. GRADE 3 Ld 0 m TOP EL. 84.0 N Z IL _1 0 U 0 0 6" LA TEF (890 L.F. r a POND BOTTOM Of U O O b BACKFILL WITH a NATURAL/INPLACE SANDS TYPICAL CROSS-SECTION POND UNDERDRAIN NOT TO SCALE Inure In the Earth VAI38 sa�I. w ahnal , ►t1=00109, aolen{cCH I onauiNny Enpineere In the Earih Vl'>♦ilwii� Salanaas, (eotaahnotogyy, Nydrrooppaolopy olaoltslses sacx nK and Construction Matarlals Teaft UNDERDRAIN LOCATION PLAN 0 15 30 Scale in Feet 8- DIA. FULLY PERFORATED A.D.S. PIPE WITH FABRIC SOCK SUBSOIL & GROUNDWATER LEVEL INVESTIGATION OAK TRAIL RESERVE CITY OF OCOEE. FLORIDA DRAWN SCALE JOB NO. CJM NOTED 05—EO774.08 APPROVED DATE PLATE: DJY 9 28 05 1 O O W W O Z k W >_ tll pp m Q m Z W 2 W � � Q V a oCL m W W 04 W d- z W U W F<_ U 0C W 0 W En s W 0 0 00 47, 0) v ti e� N t0 xw � a �J o0 x C Ia 'C C 19 90111 11 J d� 9 J L 4-1111 C e o. i �i = 0 19ft •"" U i �0 mN elf 2v C e+i O Q 0 O J LI i PIPE J J� ot Z Q� LU C) W � � LLJ O V 0 O V SUBSOIL & GROUNDWATER LEVEL INVESTIGATION OAK TRAIL RESERVE CITY OF OCOEE,' FLORIDA ►� to N DRAWN CJM SCALE : NOTED JOB NO. 05—E0774.08 O �I v Lai ^ W O •Wt y o N W h APPROVED : DJY DATE : 9 28 05 ATE: :!2 John P. Smith, PE #63423 ITEM NUMBER IV. E Arden Park PUD Rezoning / Land Use Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, Senior Planner 6V, THROUGH: Russ Wagner, AICP, Community Development Director DATE: October 5, 2006 RE: Arden Park PUD Land Use Plan/Rezoning Project # RZ-04-08-01 Commission District # 4 — Joel F. Keller ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the PUD Land Use Plan/Rezoning for Arden Park? BACKGROUND: The subject property is located on the north and south sides of Clarcona-Ocoee Road, west of Hobson Road, and east of Ingram Road. The subject property is 411.9 acres in size and is currently zoned R-1AA (Single -Family Dwelling). The Future Land Use Map designates the property as Low Density Residential, with areas around Lakes Sims, Meadow, and Trout designated Conservation/Floodplains. To the north is property within the City that is zoned R-1AA, and property that is in unincorporated Orange County and is zoned agricultural. Both properties have a future land use designation of Low Density Residential. To the south is property that is in unincorporated Orange County that is zoned agricultural with a future land use designation of Low Density Residential and Conservation. From the portion of the property that is north of Clarcona-Ocoee Road, the properties to the west are in the City and consist of a golf course, an existing residential area, and a residential development, which is currently under construction. The properties have future land use designations of Recreation and Low Density Residential respectively. To the east is property that is within the City and is zoned Low Density (PUD) with a future land use designation of Low Density Residential. To the south of Clarcona-Ocoee Road the properties to the east and the west are in unincorporated Orange County with an agricultural zoning and have future land use designations of Low Density Residential. Clarcona-Ocoee Road and the West Orange Trail bisect the property dividing it into north/south zones. Lake Sims is in the center of the northern portion of the property, a portion of Meadow Lake is on the southern portion of the property, and Trout Lake is in the northeast corner of the portion of the property north of Clarcona-Ocoee Road. The property slops downward toward each of the lakes, with each lake having an associated wetland system. There is a natural October 10, 2006 Planning and Zoning Commission Page 2 spring that is in the northwestern area of the property within the vicinity of Ingram Road. There are rows of planted pine trees along the northern and eastern portions of the property, and a cleared area that consists of abandoned agricultural buildings along the western portion of the property that fronts Ingram Road. The property exhibits significant topographic relief. DISCUSSION: The request is to rezone the property to PUD (Planned Unit Development). The land use plan that was submitted for approval proposes 925 dwelling units mixed between single-family and townhome units with a maximum density of 2.96 dwelling units per acre. This density is consistent with the underlying land use and represents a similar density contained in a conventional single-family development. The plan proposes development of the project in six phases. The developer has proposed an enhancement plan for the wetland and floodplain areas around Lakes Sims and Meadow. An assessment indicates areas of invasive/exotic vegetation within the wetland and floodplain areas of these lakes. This plan details the removal of all invasive vegetation, and details replacement of such vegetation types with pickerelweed and Bald Cypress trees. A maintenance program is proposed for the enhanced wetland and floodplain areas to ensure that these areas are free from invasive/exotic vegetation. Additionally, the developer has proposed areas of limited grading to allow preservation of many specimen trees exceeding 24-inches in diameter throughout the property. During development activity in these areas, these trees will be protected with tree protection zones. The areas of limited grading are located in southwest quadrant of the portion of the site that is south of Clarcona-Ocoee Road, along the west side of Lake Sims on the northern portion of the site, and throughout a sizeable portion of the eastern portion of the site adjacent to the Clarke Road extension. The land use plan indicates the townhomes will be constructed in Phases 2 and 5, with a minimum square footage of 1,300 square feet, and a minimum lot size of 20' x 110'. Access to the townhomes will be via alleyways. The single-family units will be constructed in all 6 phases, with a minimum square footage of 1,400 square feet. According to the plan summary by phase contained within the land use plan, there will be 475, 55' x 125' single-family lots with units averaging 2,200 square feet in size, 26, 75' x 125' single-family lots with units averaging 2,500 square feet in size, and 94, 85' x 125' single-family lots with units averaging 3,000 square feet in size. Elevations that were submitted by the developer indicate housing styles for the single- family units will range from Spanish Eclectic to Craftsman, and will consist of French Country, Cottage Farm, and Craftsman styles for the townhomes. Each of the 925 lots will be graded on an individual basis to allow for increased tree protection on the site. The developer has agreed to construct a portion of the proposed Clarke Road extension along the eastern portion of the northern portion of the property, and will dedicate varying widths of right-of-way for the road. The main access point will be constructed along this segment of Clarke Road. In addition, the land use plan indicates approximately 15 acres will be dedicated to the School Board for an elementary school. The elementary school site will be accessed from the Clarke Road extension at a secondary entry point. Access to the remaining northern portion of the development will be from 2 points, one on Clarcona-Ocoee Road, and one on Ingram Road. The developer has indicated that right-of-way will be dedicated along Ingram Road to maintain a 60-foot wide right-of-way. Orange County has indicated that Clarcona-Ocoee Road will be widened into a 4-lane segment throughout this area. The property owner has reserved a sufficient amount of right-of-way to maintain a 180-foot section of right-of-way along Clarcona-Ocoee Road to allow for the future widening. On the portion of the property that is north of Clarcona-Ocoee Road, the access points will converge October 10, 2006 Planning and Zoning Commission Page 3 into a loop road that will circle the perimeter of Lake Sims. As each phase is constructed, access roads leading from the loop road to each individual phase will be constructed, thus forming the internal street network. The developer will be responsible for curb, gutter, and drainage improvements along the portion of Ingram Road that abuts the northern portion of the development, and for the cost of a traffic signal at the intersection of Clarcona-Ocoee Road and the Clarke Road extension. Turning lanes will be provided at each entrance consistent with the traffic mitigation Table-1. The land use plan designates a large area around the perimeter of Lake Sims for amenities for the portion of the property that is north of Clarcona-Ocoee Road, and a smaller area for the portion of the property that is located south of Clarcona-Ocoee Road. The area around Lake Sims will contain a community meeting room, swimming pool, gazebos, tot lot, barbeque area, workout circuit, and basketball court. The homeowners association will be responsible for maintenance of these amenities. This area will be contained within a preservation area that is associated with the wetlands and 100-year floodplain areas that surround the lake. The portion of the property that is south of Clarcona-Ocoee Road will have a tot lot and picnic pavilion as amenities. In addition, stormwater facilities are proposed to be constructed within the 100-year floodplain of Lakes Sims and Meadow on both the northern and southern portions of the property. The land use plan proposes buffering around the perimeter of the entire property, and around Lakes Sims and Meadow. A 6-foot high brick wall with associated landscaping will be provided along the areas that abut Clarcona-Ocoee Road, the West Orange Trail, Ingram Road, the Clarke Road extension along the northern portion of the property, and the area along the western portion of the property located south of Clarcona-Ocoee Road. A 6-foot high PVC fence with associated landscaping will be provided along the northern boundary of the property on the northern side of Clarcona-Ocoee Road, the existing residential area located along Ingram Road, and along the eastern and southern portions of the project that is located south of Clarcona- Ocoee Road. As mentioned above, buffers will be provided around Lakes Sims and Meadow in addition to the required 25-foot wetland/floodplain buffer. These buffers will be provided to assist in enhancement of the wetland systems that are associated with these lakes, and will be comprised of plant types that are conducive to wetland environments such as Bald Cypress trees and cordgrass. In addition to property being divided by Clarcona-Ocoee Road, the northern boundary of the City's utility service boundary bisects the property along Clarcona-Ocoee Road. Water and sewer services for the northern portion of the property will be provided by Orange County, with the City of Ocoee providing services on the portion of the property that is south of Clarcona- Ocoee Road. The developer has indicated that Orange County Utilities has verbally confirmed that a 16-inch water main is planned for construction along Ingram Road, which would serve the property. In addition, the City will provide reuse services to the property for irrigation purposes. The reuse lines will be supplied from the extension of the existing reuse system along Clarke Road. The City has worked with the developer to preserve and enhance the natural beauty of the site. Natural site amenities such as a spring on the northern portion of the site, a 2 'h acre pond on the southern portion of the site, and a majority of all trees over 24-inches in diameter on the site will be preserved. Environmental enhancements around Lakes Sims and Meadow will be performed. Many of the preservation and enhancement activities that will be undertaken require the development of the property in a manner that is not consistent with the requirements of the Land Development Code. Waivers from certain requirements of the Land Development Code have been requested to allow the proposed preservation and enhancement activities to occur on site. In addition to these waiver requests, a waiver has been requested to allow deferment of October 10, 2006 Planning and Zoning Commission Page 4 the construction of the Community Meeting Room to the time the 200th Certificate of Occupancy has been issued. The waiver requests have been provided in Table 2 of the land use plan. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on September 18, 2006 and reviewed the PUD Land Use Plan. The applicant was notified that additional fees had accrued and must be paid prior to the project going to Planning & Zoning Commission. It was discussed between staff and the applicant that phases of the project could be developed out of sequence due to issues with on -site drainage that have yet to be satisfied. In addition, the schedule for construction of the Clarke Road extension, and responsibility for the signal at the intersection of the Clarke Road extension and Clarcona-Ocoee Road were discussed. It was conveyed to the applicant that issues related to the signal should be coordinated with Orange County. The DRC voted unanimously to recommend approval of the PUD Land Use Plan subject to all changes that were discussed, and subject to the resolution of all the outstanding items being satisfied prior to the request being scheduled for Planning & Zoning Commission approval. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of rezoning the property from City of Ocoee R- 1AA (Single -Family Dwelling) to PUD based upon approval of the Land Use Plan, as date stamped received by the City on October 5, 2006; subject to the attached staff comments being resolved and incorporated into the plans prior to City Commission action. Attachments: PUD Land Use Plan date -stamped October 5, 2006 Location Map Surrounding Zoning Map Surrounding Future Land Use Map Planning Division Staff Review Comments Legal Department Staff Review Comments O:\Staff Reports\2006\SR06042_BH_ArdenParkPUDRezoning_P&Z.doc ° of ARR � Arden Park Location Map LAKE SIMS LAKE MEADOW TROUT LAKE k Arden Park Surrounding Zoning Map Wr Ocoee Community Development Department T-, 1 inch equals 1,000 feet 330165 0 330 660 990 Feet Printed: September 2006 MSubject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1 AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling One- & Two -Family Dwelling (R-2) NA-010 Multiple -Family Dwelling (R-3) Mobile Home Subdon (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping Vic" Community Commercial (C-2) General Commercial Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies R-1AA LAKE SIMS A-1 5 TROUT LAKE V, -T ��\� � } �� } � / / \ \ j \ \ � ? � \\� \�^ -f�� /}\/\� ��?� ! » »y « i. \ \ \ $ , r � \ � : • ? � . � \ : : x © « w , - � t � > \ . , / f \ ® \ f �� \ \ } \� ? f � � \ \ � { \ {� � � � \ \ �� /� � � 5 f / \ � � } \ : ^ � � � � � � � � / �� 2 2 ,.rI-__ . Mayor S. Scott Vandergrift City Manama Robert Frank MEMORANDUM Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 TO: Carolyn S. Alexander, Development Review Coordinator FROM: Bobby Howell, Senior Planner DATE: October 4, 2006 RE: Arden Park Planned Residential Community RZ-04-08-01 Sixth Staff Review 1. It appears that Table 1 on Sheet 6 of 10 has changed from the fifth submittal. The transition to the 80-foot section of right-of-way from the 110-foot section has been deleted. Additionally, the right-of-way lengths have not been noted. Please revise. 2. A more detailed COA needs to be added pertaining to the timing and payment for the traffic signal. The City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us FOLEY FOLEY & LARDNER LLP MEMORANDUM CLIENT -MATTER NUMBER 020377-0698 TO: Carolyn Alexander, Planning Development Coordinator FROM: Nicholas N. Palmer, Assistant City Attorney DATE: October 6, 2006 RE: Arden Park Planned Residential Community — RZ-04-08-01 (Sixth Round Comments) In connection with the above -referenced project, we have reviewed the following documents: 1. Letter of Transmittal from Canin Associates dated September 29, 2006 and stamped received by the City of Ocoee on October 1, 2006 (the "Response Letter"); and 2. Plans for Arden Park Planned Unit Development stamped received by the City of Ocoee on October 1, 2006 ("Plan"). This memorandum supersedes our previous memoranda dated September 29, 2004, March 15, 2005, January 26, 2006, May 17, 2006 and September 18, 2006. Based on our review of the documents noted above and pursuant to the Land Development Code, we have the following comments: 1. [Repeat Comment] We note that the legal description included with the Title Report is inconsistent with the legal description on the Plan. Please be advised that the legal description on the Title Report must be consistent with the legal description on the Plan. Please revise the legal description on the Title Report and/or the Plan so that they are consistent. In the alternative, please provide a certification from the title company certifying that the legal description on the Title Report describes one and the same parcel as the legal description on the Plan. The correct legal description will be needed to finalize the Development Agreement and Rezoning Ordinance. City Staff should be advised that we will provide the Rezoning Ordinance for the Property under separate cover upon the legal descriptions being consistent. Specifically, we note that the following portion of the legal description on the Plan is not accounted for in the Title Report: The Southwest 1/4 of Section 33, Township 21 South, Range 28 East, Orange County, Florida, less right-of-way on the East. The East `2 of the Southwest 1/4 of Section 32, Township 21 South, Range 28 East, Orange County, Florida, less right-of-way on the West. ORLA_423736.1 FOLEY FOLEY & LARDNER LLP 2. [Repeat Comment] We note that the Title Report and the Development Agreement list Arden Park Ventures, LLC as the owner of the Property. The Plan lists Beazer Homes Corp. as the owner. Please advise as to who will own the Property on the date that the Rezoning and Development Agreement are considered by the City Commission. If Arden Park Ventures, LLC will still own the Property on such date, please revise the Plan to correctly reference Arden Park Ventures, LLC as the owner. If Beazer Homes Corp. will own the Property as of such date, please provide an updated Title Report reflecting such ownership. 3. [Repeat Comment] Prior to the Rezoning being considered by the City Commission, the Development Agreement will need to be finalized in accordance with the forgoing. 4. Please revise Condition of Approval ("COA") No. 48(xv) to read: As the Developer's contribution towards signalization of the Intersection, the Developer will pay to the City a cash payment of $250,000 on or before the earlier of (i) two (2) years from the effective date of the Development Agreement or (ii) any building permits being issued for Phase 3 of the project. Neither the Developer nor any other person is entitled to road impact fee credits as a result of such payment. 5. Please add the following COA to the Plan: The Developer must develop the project in the phasing sequence noted on the Plan unless it receives written approval of the City to deviate from such sequence. Prior to granting any such approval, the City may require that that the improvements set forth on Table 1 on Sheet 6 of the Plan be constructed and accepted by the City with respect to any lower numbered phase. 6. Please add the following COA to the Plan: The City, at the City's expense, will use best efforts to acquire the easement necessary for the extension of utilities through the property located east of Phase 1 and south of Clarcona-Ocoee Road. The Developer will be required, at its sole cost and expense, to design, engineer, permit and construct certain utility improvements that are necessary for the development of the Property, including but not limited to potable water lines, reuse water lines and sewer pipes, within such easement area. These improvements will be designed, engineered and permitted as part of the Final Subdivision Plan for Phase 1 of the Project and subject to approval of the City. The City may require that the Developer upsize the potable water line, reuse water line and/or sewer pipes to a size larger than the size required on the Final Subdivision Plan for Phase 1. The Developer agrees that, if requested to do so by the City as provided in this Condition of Approval, it will upsize such improvements, provided, however, that 0J ORLA_423736.1 FOLEY & LARDNER LLP ATTORNEYS AT LAW FOLEY FOLEY & LARDNER LLP the City will reimburse and pay to the Developer the Developer's actual out of pocket costs incurred as a result of such upsizing. Please do not hesitate to contact us if you have any questions or comments related to the foregoing. cc: Paul E. Rosenthal, City Attorney FOLEY & LARDNER LLP ATTORNEYS AT LAW ORLA_423736.1 ITEM NUMBER V. MISCELLANEOUS Project Status Report October 2006 Calendar 0 T & MDnitler Sheets doc STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- I TYPE OF DATE PROJECT NAME PROJECT NO. REVIEWER STATUS STATUS - SUBMITTAL RECEIVED NUMBER NUUMBEMBE &fl ABC Fine Scale Site Spirits SS-2004-028 Plan 07/10/06 CA 2nd Staff comments sent to applicant 08/09/06. Comments to be discussed at 9118/06 DRC Meeting. Going to Arden Park RZ-04-08-01 Rezoning 08/03/06 CA 5th 10/10/06 P&Z Meeting. Bank of America Building Plans 09/14/06 RW 2nd VAT Installation at Drive Through APPROVED on 09/18/06 . Preliminary Chateau Reserve LS-2005-017 Subdivision Plan 08/18/06 CA 2nd Staff comments sent to applicant 10/05106. Citrus Medical and Executive Office Large Scale Site Park LS-99-014 Plan 08/14/06 CA 6ih Project to be discussed at 09/18/06 DRC. Going to 10/10/06 P&Z. Citrus Oaks Office Utility & Lift Center SS-2003-003 Station Revisions 07/25/06 CA 2nd Staff comments sent to applicant 08/30/06 Final Subdivision Crestwood Heights LS-2004-016 Plan 06/15/06 CA 1st Staff comments sent to applicant 0620106. Revision to landscape, irrigation & utility Crestwood Heights LS-2004-016 plans 09/05/06 AF 3rd Staff comments due 09/18/06. East Crown Point Townhomes AX-05-09-26 Annexation 09105/06 AF 3rd Staff comments due 09/27/06. Darren Center AX-08-06-30 Annexation 08/31/06 CA 1st Staff comments sent to applicant 09/20/06. Dobson's Woods & Small Scale Site Water, Inc. SS-2005-008 Plan 0120106 CA 2nd Staff comments sent to applicant 03107/06. Dynasty Gallery & Collectibles at West Oaks Village SS-2006-003 Duration & Roberts Auto Body Shop SS-2006-004 Eagles Landing LS-04-025 Small Scale Site Plan 08/14/06 CA 2nd Staff comments sent to applicant 09105/06. Track with Tutor Time. Small Scale Site Plan 0928/06 CA 2nd Staff comments due 10/31106. Large Scale Site Plan 08/29/06 CA 4th Staff comments due 0920/06. Current Project Status2/Review 10/52006 1 of 6 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB- PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER MITTAL STATUS SUBMITTAL RECEIVED NUMBER Eagle Creek of Ocoee RZ-05-08-06 Rezoning First Financial Automotive 11953 0824M AF 1 at Staff comments due 09/15/06. W. Colonial Drive Building Plans 0821/06 Fountains West- Comprehensive Halvorsen CPA-03-01-05 Plan Amendment 09107/06 Gadson Annexation / AX-06-06-28 8 Annexation 8 Rezoning RZ-06-06-03 Rezoning 0622106 Glad Tidings Special Church 2-06-5E-008 Exception 05/15/06 Small Scale Site Plan 8 Final Grace Community Certificate of Church SS-2005-009 Concurrency 08/30/06 Small Scale Site Groundtek SS-2005-004 Plan 0329106 GTE Federal Preliminary Site Credit Union LS-2006-002 Plan 09/18/06 Haynes Brothers Furniture 476 Ocoee Commerce Parkway (Building Plans 07/03/06 Ingram Trails LS-2005-009 plat 09/18/06 Key Isle - Phase II LS-2005-015 Final Site Plan 0829/06 Lanham Small Scale Site Wholesale SS-2006-001 Plan 0926/06 AF 2nd New Warehouse/Office DENIED 08/24106. AF 4th Staff comments due 10102/06. CA 1 at Staff comments sent to applicant 08/09/06. CA 2nd Staff comments sent to applicant 07/05/06. CA 4th Staff comments due 0922106. CA 3rd Staff comments sent to applicant 05104106. CA 4TH Staff comments due 10/1010& CA 2nd Pole Sign / Wall Signs DENIED 071051D6. CA 2nd Staff comments due 0929106. CA 3rd Staff comments sent to applicant 10/05/06. CA 3rd Staff comments due 1020/06. Current Project Status2/Review 10/52006 2 of 6 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECT NAME PROJECT NO. TYPE OF SUBMITTAL DATE RECEIVED REVIEWER SUB- MITTAL NUMBER STATUS Lake Bennet Medical Centre Building #3 Lake Bennet Village Landscaping SS-2004-018 Sheet 09Y05106 AX-07-07-29 & Annexation & RZ-06-07-04 Rezoning 07/19/06 Final Subdivision Plan 08/31/06 Lakewood Estates Maguire Crossing 2727 Old Winter Garden Road Maguire Crossing Maguire Crossing McCormick Woods Phase 1&2 LS-2001-002 Meadow Ridge Meadow Ridge Meadow Ridge (Hardscape) LS-2005-011 Meadow Ridge (offsde - Maguire & Moore Roads) LS-2005-011 Meadow Ridge (fka Westndge) LS-2005-011 M.I. Ranchito SS-2001-006 M.I. Ranchito SS-2001-006 Oak Trail Reserve PUD LS-2005-012 AF 2nd Staff comments due 09/18/06. CA 1st 6taff comments sent to applicant 09107106. CA 2nd Staff comments sent to applicant 09/07106. jBuilding Plans 10/02/06 RW 1st Wall Sign/ Going Postal APPROVED on 10/02106. Building Plans 0927/06 RW 1st Wall Sign Arts & Framing APPROVED 0927/06. Building Plans 09/06/06 BH 1st Fence APPROVED on 09107/06, Plat 0925106 CA 3rd Staff Comments due on 101132006, Plat 0829/05 RW tat Staff comments due on 0922/06. Building Plans 0921/06 RW 1st Pool Cabana. Final Subdivision Plan 07/31/06 CA 2nd Staff comments sent to applicant 08/08/06. Final Subdivision Plan 08/30/06 CA 3rd Staff comments due 0921/06. Plat 05/17/06 AF 1st Staff Comments due 06/17/06 DENIED 06/02/06. Plat 09/18/06 CA 3rd Staff comments due 10/1310& Small Scale Site Plan 07/14/06 CA 8th Staff comments sent to applicant 08102106. Large Scale Preliminary Subdivision Plan 08/02MB CA 4th Going to 101101W P&Z. Current Project Status2/Review 10/52006 3 of 6 STATUS OF LAND. DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECT NAME PROJECT NO. TYPE OF SUBMITTAL DATE RECEIVED REVIEWER SUB- MITTAL NUMBER STATUS Ocoee Business Park 547 Ocoee Business Parkway Ocoee Commons - Shoppes of Ocoee LS-2004-023 Ocoee Professional Plaza LS-2005-002 Perfect Motors SS-2005-011 Plantation Grove, Phase 3, Lot 2 Prairie Lakes Tract A LS-2006-001 Prairie Lakes Tract A 203-FCC-06 Sandstone Office / Warehouse SS-2005-010 Setaram Office Property SS-2006-005 Sherman's Gifts Shoppes of Ocoee 10135 W. Colonial Drive Silver Star Retail Center LS-2006-003 Slone Landing (fka Foote Property) Starbucks at Ocoee SS-2006-008 Building Plans 07/03/06 CA Landscaping Plans 08/28/06 AF Final Site Plan 03/03/05 Small Scale 07/17/06 Field Change 08/18/06 Final Subdivision Plan 06/08/06 Final Certificate of Concomency 01/17/06 Small Scale Site Plan 09/28/06 Small Scale Site Plan 05/10/06 Building Plans 09/12/06 Building Plans 0926106 Large Scale Site Plan 04/10/06 Plat 07/18/06 Small Scale Site Plan 0829/06 AF CA CA 1st Shell Building DENIED 07107/06. 1st Staff comments sent to applicant 09/01/06. 1st Staff comments sent to applicant 04/18105. 2nd Staff comments due 08/15/06.(Applicant pulled project) 1st Staff comments sent to applicant on 08131106.APPROVED 09/25/06 CA 2nd Staff comments sent to applicant 08108/06. CA 1 at Staff comments due 02/13M6. CA 5th Staff comments due 10131106. CA 1 at Staff comments sent to applicant 06/19/06. RW 2nd Temp construction sign APPROVED on 09114106. RW 1st 2Monument Signs. CA 1st Staff comments sent to applicant 05/30/06. BH 1st DENIED 08/10106. AF 1st Staff comments sent to applicant 0921106. Current Project Status2/Review 10/52006 4 of 6 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW SUB - TYPE OF DATE PROJECTNAME PROJECT NO. REVIEWER MITTAL STATUS - SUBMITTAL RECEIVED NUMBER Abandonment and Vacation of Starke Lake Streets 8 Baptist Church VAC-07-009 Easements 07/17/06 CA 1 St Staff comments due 08/15/06.(need Planning) Small Scale Site Steak n Shake SS-2005-007 Plan 09/12/06 CA 6th APPROVED 0928/O6. Steak n Shake LS-2005-004 Plat 05/18/06 CA 1st yStaff comments due 06/19/06 DENIED O6/02106. Town of Ocoee building Plans 09/18/06 RW 1st Sign APPROVED on 09119106. Small Scale Comp Plan Trout Lake Oaks CPA-08-22-06 Amendment 0821/06 AF 1st Staff comments due 09/14/06. Small Scale Site Tutor Time SS-2006-006 Plan 06/09/06 CA 1st Staff comments sent to applicant 07118106. Preliminary Villa Roma LS-2004-021 Subdivision Plan 04/04/06 CA 1st Staff comments sent to applicant 06105106. Villages at Lake Large Scale Plan Bennet II LS-2005-010 Review 05/30/06 AF 2nd Staff comments sent to applicant 07107106. Modified sheets to Large Scale Wesmere Final Subdivision Townhomes LS-2005-0008 Plan 07/31/06 CA 2nd Staff comments due 08114106.(need Engineering) Modified Sheets Wesmere to Large Scale PropenylVillages Final Subdivision of Wesmere LS-2005-006 Plan 06/19/06 CA 2nd Staff comments due 08/14/l (need Engineering) West Colonial Parcel(Wailia) AX-0-08-25 Annexation 08/09/05 CA 1st Staff comments sent to applicant 0927105. West 50 Commercial Preliminary / Subdivision LS-2006-005 Final Subdivision 05/04/06 CA 1st Staff comments sent to applicant 07/05/06. Current Project Status2/Review 10/5/2006 5 of 6 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW PROJECTNAME PROJECTNO. TYPE OF SUBMITTAL DATE RECEIVED REVIEWER SUB- MITTAL NUMBER STATUS West Oaks Square 9438 W. Colonial Drive Building Plans 09/26/06 RW list Wall Sign Natural Pharmacy APPROVED 0927/06. West Orange Large Scale Plan Comments to be discussed at 09/18/06 DRC Meeting. Going to Investments LS-2005-016 Review 08/14/06 CA 3rd 10/10/06 PBZ. West Orange Orthopedics Small Scale Site Medical Office SS-2005-013 Plan 07/31/06 CA 2nd Staff comments sent to applicant 09/O1/06. West RV 8 Boat Preliminary / Storage LS-200S-013 Final Site Plan 03/07/06 CA 2nd Staff comments sent to applicant 0420/06. Trip General 8 West RV & Boat Distribution Storage LS-2005-013 Report 0626/06 CA 2nd Staff comments sent to applicant 7117/06. West Utilities Drainage and Easement VAC-06-008 Vacation 04/17/06 CA 1st Staff comments sent to applicant 05/18/06. Westyn Bay Final Subdivision Phases 4 & 5 LS-2003-005 Plan 0829/06 CA 6th Staff comments sent to applicant 10/05/06. Whispering Pines Preliminary Subdivision LS-04-014 Subdivision Plan 08/04/06 CA 5th DRC to be held 09/18/06.Going to 10/10/06 PBZ. Whispering Pines Subdivision LS-2003-005 Pedestrian Gates 05/04/05 CA 3rd Staff comments sent to applicant 05102/06, W ndstone at Ocoee LS-98-007A Grading Plan 08/09/06 CA 1st Staff comments due 0821/06. APPROVED 09/07/06 Current Project Status2/Review 10/52006 6 of 6 71 Tue Wed Thu Fri Sat Sun Mon 1 2 3 4 5 6 7 7:00 PM 7:15 PM 7:00 PM Ocoee School Commission Human Relations Advisory Board Meeting Diversity Board @Commission @Commission @Conference Room Chambers Chambers 8 9 10 11 12 13 14 7:00 PM Planning & Zoning 7:00 PM @ Commission CACOFD Chambers @ Fire Station One Staff Reports Agenda Items 10/17/06 Agenda Due to C.M. Due to Clerk Published 15 16 17 18 19 20 21 7:30 PM 7:15 PM Parks& Recreation Commission Founders' Das Advisory Board Meeting rd Starke Lakc @ Conference Room @ Commission Park Chambers 22 23 24 25 26 �* 7:00 PM 7:00 PM O \`Vi Code Enforcement CACOPD ed\ @ Commission @ Comm' Chambers Chambers 29 Daylight Savings 30 31 IiallOWee6 Time Ends • Staff Reports Agenda Items Due to CAL I Due to Clerk